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BP-04-1134Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 1 305- 795 -2204 Buildi g Inspecti Request 4-7 d 5,c(4 Fr _ 2,1-4--i ;4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request n Lk Date /e"e'" I l Type Insp'n t"" frf Permit No. r Name `` X7 ,. Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee ❑ 7.b / —G Type Insp'n Permit No. Name MIAMI SHORES VILLAGE 3( BUILDING DEPARTMENT _ 305- 795 -2204 Building Inspection Request Date ,V-4' Approved Correction Re- Insp'n Fee Address �' :% pi :x Company Phone # Inspection Date MIAMI SHORES VILLAGE BUILDING DEPARTME 305 - 795 -22 Building Inspection Re Date/4 F v° Type Insp'n /P Permit No. Name `�/ Address Company ,5 QA" +f �- '- Phone # /0 +7 ,7® y' Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAG BUILDING DEPARTMENT 305 - 795 -2204 Bu'Iding Inspection Req Da t- Type Insp'n no,1 Permit No. el 04 -1,9-9 r Name 11300 Address i3o r/ cj C /1 /IL 7 Company Phone # Inspection Date Approved Correction Re- Insp'n Fee G q6 P , h e__ A 2 IA n MIAMI SHORES VILLAGE BUILDING DEPARTME 305 - 795 -2204 Building Inspection Reque Date_ Type Insp'n 1 1 L. Permit No. Name Address i I SOO Ty 0. hoe__ Company Phone # / Inspection Date Approved Correction Re- Insp'n Fee Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Reques Date el 9 9®4" Permit No. ,01' T ='OW Namg Address Company ,C4,0042/2../ ,00y2 -- Phone # Inspection Date 1 Approved 177' Correction ❑ C/ ��7 Re- Insp'n Fee ❑ Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Insp- 'on Request Date /® f 47,94 y Permit No. X ®CiZ Name \ i! 4 / 2 -1 7 Address Company C / — Phone # Inspection Date /®5'‘O/',41" Approved L9' Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 , Type Insp'n / / Permit No. .01%--- - ' ' I/ ` 7' Name Address Company Phone # 6 7 4 ., ,e,.2... >s,,e...er 4---.' Inspection Date eg 5■p %#4'. Approved rl Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request e\ Date 2 Al ✓ '. °® 4 Type Insp'n / Permit No. 9 7 Name - ✓� /4 y �i �+ Address ' 7 ,0 7 & Company Phone # Inspection Date Approved Correction Re- Insp'n Fee L� � Date Type Insp'n find T' rc i Permit No. 6PO4 -/1 Name U Address I `-t V Company Phone # Inspection Date Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil sing Inspection Request 3g71 C, MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dateq Type Insp'n it O1 E `ecico I' Permit No. E + (0 4 IX Name ?DC r Address 14 0 W 1 13 S Company E` J Phone # Inspection Date Approved Correction Re- Insp'n Fee Approved Correction Re- Insp'n Fee tif i. MIAMI SHO VILLA C, , BUILDING DEPARTMENT �� 305 - 795 -2204 ® ®$ Building Inspection Request Date_ /+, �( �Q'/ Type Insp'n i�` YO I tole( tG I' Permit No. BR, A 77 0 Name Einier9 Address 40 Nu 1 SST Company ? Qai . Phone # Inspection Date q Z -0))e d�� M IAMI S S VILLAGE © BUILDING DEPARTMENT 4 305 - 795 -2204 Building Inspection Request Date 911005 Type Insp'n V1141 - 1.1X45.(1 1 11 Permit No. 11 -2.005 - 141 . Name IS Ve �QO`Ov. 1 Address ki) *hi 16 g Company Of °- &.)30.16 NrAVQ Phone # '4c4 - o1 2 2 C M) Inspection Date 1(I Approved Correction Re- Insp'n Fee 05 X943 G MIAMI SHORES VILLA e BUILDING DEPARTMENT ° 305- 795 -2204 ®es Building Inspection Request Date"1 I o Type Insp'n Prot l P1 Permit No. PIN- 320 Name rorr Address 140 NW if s-I- Company Phone # Inspection Date Approved Correction Re- Insp'n Fee Wk64 ,,Os MIAMI SHORES VILLAG ~ 9 kr BUILDING DEPARTMENT ® e2) 305- 795 -2204 B 'Ming Inspection Request Date 1 Type Insp'n R f t PI o` t Permit No. V 1o4 -- E0-3 Name f� Address t40 tJ W 115 & d- Company 'ax.`'l V Phone # Inspection Date q Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE t ^ BUILDING DEPARTMENT A t' 305 - 795 -2204 Building Inspection Request Date2 / Type Insp'n F// Permit No. . Name C - / Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT S( 305- 795 -2204 Building Inspection Request 1�( Date ie./toe° r Type Insp'n P/f: ` Permit No. ®f-71 — 3 Name ` � / Address j' ��' Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMEN 305- 795 -2204 Building Inspection Request D a t e / ? Type Insp'n of al I/04/- 1 ?of Permit No. 10 s — e Name e rr y Address i? � X ^� 1 ' \ ' 1 niC Company Joe r pro Phone # Inspection Date E gn Approved [!I Correction ❑ 3 ®.4'e ;1. Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reque Date -s, Type Insp'n �lnC� die/ e 8a Permit No. EI0 a Name ( (r C Address I 1T)00 )OV Iv S ) (1 J tom 1 1 Company wet pf(V Phone # Inspection Date tOO Approved 113 Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bu'Iding Inspection Reque Date - ,�^' Type Insp'n P� ! I Permit No. I V S`" I a8 T+�1�,C ®l - ‘13; Name f 1 300 , Address IO rr (in vN1 v Company 1' p Phone # qq Inspection Date 0 Approved L7K Correction ®4;9<eai Re- Insp'n Fee ❑ q SH S VILLAd `o BUILDING DEPARTMENT 305 -795 -2204 Buijding Inspection Request Phone # Inspection Date Approved Correction Re- Insp'n Fee Date l C Type Insp'n (0 I CO)urnPs. Permit No. ) PO4 )C Name ba rr Address ) QC) W 1 S S / Compan 69, kNiAd MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date %\12 Type Insp'n TIWtil Permit No. L 2 J — dot Name l Address' N \` J Companylt U3 , UOCI 010TkOlikS Phone # k_ 0� - 0 0 C Inspection Date $` o1o5 Approved ❑ Correction ❑ Re- Insp'n Fee ❑ Bui s ing In fiction Request Date Type Insp'n Permit No. �., Name - Address / 4 t"V "J V / ) < Or Company G k..4L7L Phone # Inspection Date Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT b � 305 - 795 -2204 1 •111 t lyos MIAMI SHORES VILLAGE BUILDING DEPARTMENT 345- 795 -2204 Building Inspection Request Date 1 /0 Type Insp'n A/ ,' Fro Permit No. MC — iq N ame rrk (.)I i VC pe.51 Address J 40 NW i I S , S7" c ompany CO ? 1 r- cC r t r1..J Phone # Cas) + oo4 (c, Inspection Date E5 Z 05 Approved Correction Re- Insp'n Fee D V a oo to I-. r II C. m in A cry ow I D c. D Q D4 , r ZZIO 2147 MIAMI SHORES VILLAGE 1), BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date8 )3 )os Type Insp'n • - r t t � � a Oc 7t" Permit No. � 30 Name y r y Ur ) v vs I' 7 Address 140 NUu 113 S1 Company 0O0 r q Phone # ( ) 15-1 — Inspection Date 8 / 4 Correction Re- Insp'n Fee -1714 � � ` )1- C :5' Ai 65 vcr o" Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 • % 71 TP 26 ' mo . ► 51 Il ► 76 ' 2 27 [ 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 " 32 57 82 8 33 58 8 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 1 63 88 14 39 64 89 15 40 65 90 16 41 66 i 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 _ 24 49 74 99 25 •. 50 75 b® 100 Owner's Name Job Address Roofing Contrac Type of Tile: 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 (4 Wr P- Approximate Roof Height: feet Type of Access to Roof: Sc Approximate Square Footage of Roof Required Testing Force: � 5 bs. Date Tested. U.S. SOUTH Engineering & Testing Lab., Inc. SITE SPECIFIC INFORMATION ti Jt -) r tfi -- e;c2 'F 1 04 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 108, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SU a' ITTED BY Civil Engineer: Lab Certification # 98- 0608.04 P.E. State of FL Certificate Authorization # 4100 Date Installed: -7 ' 217 4) Roof Pitch: ,C I ids V Ladder Other 0 Testing Equipment: Chatillion 100 TEST RESULTS P = PASS, F = FAIL IAA Project Permit # P$ — No 6496 Sketch of Roof Job (40 J t 1 A A11t 4E)P t Sheet Number • `2-of 2 Contractor OW G..0 p %'R i O t J Checked. By Scale 0-10.1111MILMI tosegrommags 1 1 I II' iiiii 1 _ 1liti...11...S►11 ..11..1M11..11111 iir7[GJ11!'MIN `IL:I►`.` VIII /d 4111111111111ESIIIIIENEsciaidlE211 Rim ril p___.<M.C)1 IMEZMirallinnigarbrillinallininE • Permit No. Name Address Company MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building In pection Request Date Type Ins �L �(r' YPe Pn ' / 4/46 lo et) if /5 tzf I Phone # C O'9 i0 >I c` Inspection Date cX Approved Correction )9 Re- Insp'n Fee ❑ Date Type Insp'n Permit No. Approved MIAMI SHORES VILLAGE \J BUILDING DEPARTMENT (Si' 305- 795 -2204 Building Inspection Request,, : °: �? Q 0 (- s- ■0'/j 3--r6- Name Address / 40 e0 //' c"' Company ; t:1-4-f---A- «' ° Phone # �� s 5 - 6 ICO$ fa Inspection Date ,' c Correction ❑ Re- Insp'n Fee ❑ eog FEB -21 -2005 15:35 FROM: 10/15/2004 11:10 3054184625 VnilffrffigtC TIONS CI 1 p NOTEDS h 0 REJECTED ❑ REVISE AND RESUBMIT 0 SUBMIT SPECIFIED ITEM Check Ong ip only for general conformance with the design.Gp::t;ept of the project and general compliance with the information given in the contract docum Any action shown is subject to the requirements plans and specifications. Contractor is respons dimensions which shall be confirmed and car at the job site; fabrication processes and technic; of construction; coordination of his work with that of all other trades; and the satisfactory perform his work. ROM R M. $U '.E. ASSOC T By Mb ee A! !d fears. Des ed e m►aebo Mad�ta aor►aantlet. d �Hpkbe � ae tt► e t eek e dP a ate dem Whet 30 leeMtence whieSbenef v f �bbdike[hekb21 hem � �endbd� idwyC 1116 and Settee. hue Asher Phu kittaml Uses Quo Rbseety betetecd * eiv a wlee desired salt I sla p • P off, a� � • l **wee eolith. `d dannalbroalitelwbehaft e+ei#tel awl GM Able a 6 e rdoreetre„ b" s peasiertsioedatterbeectecee n e isweecitydedkidefelleilio eel Advantages armless* sees* t** coeahre`+tf,e f *+reePykti blebs* oboes ;Mk �brlesm��tb f4w�heet, 114 Aa asset* reed did di se = waste. Ss mere e whibbsseke d p . ea bi a laths. d a lay TO:305 443 0442 P.002/002 GARMON CONST. PAGE 06 S IPERMXX Paces 24 race Fibers"" 0.91 Noos SCII kg Pam INC ith r M on Rotes dog afabegpsiess.Oemebbn Otaotr beeddadtsmrvrdeci maybe Wed b wire diung deegus a b As sumo nee v esk CI E olIrdsogas t dler euml� 70 dst@ e Rhos beseet r deb sesseed Pteab1;b3GeT a effe'Gem Ion memo? ib mot pm, bt f OM �o�arcomb De4eA boo Compuiility with Oder Admixtures eelleelesatlA ►rsef+ beshedsleadd®d Packaging SeeeAbe:aeaerbbls ennefsbe backs o Member. The godoVII14100 owe% 1 PRO g1 of Gracerbes, deausfeld beret Spedtdelkeis eldbe rn Mp Waled f ame hquadA Amp albabetbeasa � deem osiestscradisaCkaseRbasitillie AMC 94. The f1hecsial1 vilbATM billuteg coda. C 1 1 1 6TseII4,1.3aederlts* Ceded* elea nmsled References Whew Wei: 0 Ncibmi Mks Cain, SW_ Stombid leeks Cade, Ca0 WOO 00809 d brd�e Re CkesIceressi sad O nndet k eCsnmekrioe fACIk ACt s: seerasal XI :Cc %Wee Comae row es/ shb Combasse X 11 ` d ter fiber Moo G d anb lussie ' - `• W.R. Om° 6 co, Coons. 62 Women Amu" . OM 021404 92 vieeemhs.ne►�vwe ebaelwC.eR AC Kan 87ep moo 641. rgr e s �MizaIw IEr t wee , ,,r ged °d k► w.4 �a ro w j. Om. r 0 0011 • mew te.ser 66 tMd. lbw aI acos 24616 ° A, w.,, area eril■gtA Y/b twee /w. Conskeelo0 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request cNv' . Dat .' Type Insp'n 11 1 Permit No. 8P03-1t34 Name OJT up Address 40 NW a5 Company cD cJ uhl ryr Phone # Inspection Date 2 Approved Correction ❑ Re- Insp'n Fee ❑ Gentlemen: M.A. SUAREZ & ASSOCIATES, INC. 4869 SW 75th Avenue Miami, FL 33155, Tel: 305.260.0363 Fax: 305.260.0364 e -mail: mas_eng@bellsouth.net Date: 7 MIAMI SHORES VILLAGE 10050 N.E. Second Ave. Miami Shores, Florida 33138 -2382 ENGINEERE'S LETTER FOR INSPECTION OF TRUSS SYSTEM RE: Lot: Block: Subdivision: Street Address: 4,0 w //5 sr: Contactor: 6--#79-. , 694A I have personally inspected the truss system on the above referenced property and find the trusses are erected properly and without any apparent damage. I have checked all aspects of this truss system- roof trusses and floor trusses. Where used induding, but not limited to, the following components. 1. Proper size, grade and species of lumber used in the assembly of each truss per engineering. 2. Nail -on or press -on plates were checked for proper size and position per engineering. 3. Trusses and girders checked for proper anchorage for both gravity loads and uplift loads. 4. Lateral bracing applied to truss members per engineering and building code. 5. All other bracing to resist lateral forces, in addition to that specified by truss engineering, has been applied. This includes the addition of sheer walls, let -in wall bracing, floor system bracing, proper positioning of sheathing, etc. 6. Proper construction, anchorage, and bracing of bearing partitions, knee walls, exterior walls, columns, etc. I have also inspected any repaired and /or modified trusses and have ascertained that they have been corrected in accordance with ` repair engineering supplied by the truss engineer. All engineering sheets for repaired and /or modified trusses are included herewith. Job , v 5A62 Truss T9 Truss Type ROOF TRUSS Qty 25 Ply 1 BEAUCHAMP CONST. 0069 Job Reference (optional) BEST TRUSS CO. MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Thu Apr 21 16:23:00 2005 Page 1 • 7 -9 -12 i 14 -8 -13 22 -1 -0 29-5-3 36-4 -4 44-2 -0 I i 1 i PROVIDE A 2x4 #2 SYP SCAB NAILED 74-3 74-3 6-11 -1 7-9-1 Scale = 1:75.7 TO BOTH FACES OF TRUSS USING 16 d NAILS @ 3" O.C. (# NAILS AS SHOWN) 6x10 MII16= 4.00 7 6 •� � 1;7 3x4 4x9 � 5x4 7 4x9 _ 8 2x4 // 2x4 \\ 2 / ��` 9 10 / .. ..,..,_ 1 1 -.._ililligik 6 3x6 3x6 4x12 = 18 17 16 15 14 13 12 4x12 = 3x8 = 3x6 3x4 = 4x9 tc 4 = 3x4 = 4x9 = 3x4 = 3x6 3x8 = V � ' 3 112-0 � aC193 0 9-6-9 18-5-10 25-8 -6 34 -7 -7 43-3 -0 4f4 -210 i i } I 0 -11 -0 8 -7 -9 8-11 -0 7 -2 -13 8 -11-0 8 -7 -9 0-11-0 Plate Offsets (X,Y): [1:0.0- 7,0 -2 -01, (11:0.0- 7,0 -2 -01, [17:0-4- 8, Edge] — -- LOADING (psf) SPACING 2-0-0 CSI • DEFL in (100) [(dell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) 0.71 14-16 >738 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.9016.18 >580 180 MI116 174/126 BCLL 0.0 Rep Stress Ina YES WB 0.91 Horz(TL) 0.28 11 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight; 217 lb LUMBER BRACING TOP CHORD 2 X 4 SW SS TOP CHORD Sheathed or 2-5-5 oc purtlns. BOT CHORD 2 X 4 SYP SS 'Except' BOT CHORD Rigid ceiling directly applied or 3-4-7 oc bracing. 15.172X4SWNo.2 WEBS 2 X 4 SW No.3 SLIDER Left 2 X 4 SW No.3 3-7 -5, Right 2 X 4 SYP No.3 3-7 -5 FIELD REPAIR DETAIL TO SCAB BROKEN CHORDS 16 -18 REACTIONS (lb/size) 1 =2396/0 -7 -4, 11=2396/0-7-4 Max Uplif 1 — 1581(laad case 2), 11- 1581(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -6176, 2- 3=-6068, 3-4=- 5816, 4-5=-5713, 5.94- 4410, 6-7 =4410, 7-94-5712, 8-9=-5815, 9-10 - - -6087, 10 -11 =-6175 BOT CHORD 1 -18= 5756, 17- 18= 4741,16 -17= 4741.15. 16- 14-15= 3583,13 -14= 4741. 12 -13= 4741. 11- 12=5755 WEBS 3-18=- 570, 5- 18=949.5 -16 =1087, 6-16= 1144, 6-14 =1144, 7-14=-1087, 7- 12=948, 9-12 =-570 . NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7 -98; 146mph; h =36ft TCDL= 5.Opsf, BCDL =5.0psf Category II; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) All plates are MII20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1581 lb uplift at joint 1 and 1581 lb uplift at joint 11. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pit) Vert 1-6 -90.0, 6-11 -90.0, 1 -11 -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (pit) Vert 1- 6=82.6, 6-11 =82.6, 1-11=-10.0 . Horz;1 -0- 92.6, 6-11 =92.6 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (pit) Vert 1.6= -90.0, 6 -11 =30.0, 1 -11 -20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.6=- 30.0, 6-11 -90.0, 1 -11 -20.0 REMBERTD i Consul CONTRERAS P E Consulting Engine # er Civil/Ct101 Avenue, 30 N.W. M m FL 33 P oeida P 821522) 7 (F APR 2220 Job r. • a 5A62 , BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. P -11-9 0-11-0 LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss H8 3x6 4x9 = 3x4 = 4.00 12 2x4 11-0 -0 10-1 -0 SPACING 2-0-0 Plates Increase 1.33 Lumber increase 1.33 Rep Stress Ina YES Code FBC2001 /ANSI95 REACTIONS (lb/size) 8= 1322/Mechanical, 1 =1322/0 -7-4 Max Uplift8- 888(load case 2), 1=- 887(load case 2) Truss Type ROOF TRUSS 1 5 -10 -14 11 -0 -0 5 -10 -14 ° 1 -2 PROVIDE A 2x4 #2 SYP SCAB NAILED TO BOTH FACES OF TRUSS USING 16 d NAILS @ 3" O.C. (# NAILS AS SHOWN) Plate Offse.s (T :0 -; -1,0 -2-01 18:0-0- 7,0-2- 31, (9:0 - 4-0,0.3-01, (10:0 40,0 3-01 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2X4SYPNo.3 SLIDER Left 2 X 4 SYP No.3 2 -6-12, Right 2 X 4 SYP No.3 2.6.4 LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pt) Vert 1-4=- 90.0, 4-5=-90.0, 5- 8= 90.0,1 -8 —20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pt) Vert 1- 482.6, 4-5 =92.0, 5-8=82.6, 1.8= -10.0 Herz: 1-1=- 92.6, 5-8=92.6 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate lnc rease=1.33 Uniform Loads (pit) Vert 1- 4= -90.0, 4-5= 90.0, 5-8=-30.0,1-8=-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (pt) Vert 1- 4=- 30.0, 4-5= 90.0, 5-8 =90.0,1-0= -20.0 CSI TC 0.63 BC 0.76 WB 0.49 (Matrix) } 4x9 = MCI 3 FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -3113, 2-3=-3040, 3-4 =-2366, 4-5=-2183, 5-6=-2357, 6-7=-2790, 7-8=-2875 BOT CHORD 1- 10=2889, 9-10 2183, 8- 9= 2607 WEBS 3-10=-764, 4-10= 384, 5 -9=281, 6. 9 14 -3-d 3 -3-0 4x9 = 4 5 3x6 10 9 4x9 = 5x8 = 5x8 = 14-3-0 3-3-0 Ply riEMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.YN• 87 Avenue, #0-101 Miami, FL 33172 one: P (F orida PE 621522) 1 DEFT in (loc) I/de8 Ltd Vert(LL) -0.27 1 -10 >999 240 Vert(TL) -0.57 1 -10 >507 180 Horz(TL) 0.09 8 n/a n/a BEAUCHAMP CONST. Job Reference (optional) 5.100 s Mar 25 2003 MITek Industries, Inc. Wed Apr 13 10:14:34 2005 Page 1 19-4 -2 I I 5 -1 -2 4 -11 -14 Scale = 1:42.0 2x4 24-4 -0 10-1-0 NOTES 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph; h =36f0 TCDL =5.0psf BCDL=5.Opsf, Category II; Exp C; endosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 888 lb uplift at joint 8 and 887 lb uplift at joint 1. 6) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. PLATES GRIP MI120 249/190 Weight 109 lb BRACING TOP CHORD Sheathed or 3-4-8 oc purllns. BOT CHORD Rigid ceiling directly applied or 4-4-12 oc bracing. 24-4-0 FIELD REPAIR DETAIL TO SCAB BROKEN CHORDS 5 -6 & 8 -9 APR 2 2 2005 0029 Job 5A62 l a Truss H16A Truss Type ROOF TRUSS 6 PIy 1 BEAUCHAMP CONST. 0017 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MITE'S Industries, Inc. Wed Apr 13 10:33:41 2005 Page 1 7 -10 -2 -1 -0 17-6 -2 22-5-8 26 -6 -14 I 33-5 -8 I I 110 I I 7 -10 -2 2 -2 -14 7 -5 -2 4 -11-6 4-1-6 6 -10 -10 Scale = 1:58.2 PROVIDE A 2x4 #2 SYP SCAB NAILED - TO BOTH FACES OF TRUSS USING 16 d NAILS @ 3" O.C. (# NAILS AS SHOWN) 2x4 II 4x9 = 4.00 nr 3x6 = 4x9 = 2x411 4 56 7 3 2x411 7.-.■ it 8 o _ 9 u� 4 x 9 = 3x4 3x4 at =� ._: 10 3 n _. i x3 14 13 12 11 10 3x4 = 3x4 = 5x8 = 3x4 = 3x4 � 0 3x8 ( I i oo 7 -10 -2 17-6 -2 • 26 -6-14 I 32-6-8 33-5 -13 I I i 7 -10 -2 9-8-0 9-0-12 5 -11 -10 0-11 -0 Plate Offsets (X,Y): [1:0- 0 -7,0 -1 -121, [4:0- 4- 8,0- 1 -12], 17:0- 4- 8,0- 1 -12], [9:04- 4,Edpe1. 19:0 -1- 14,0-0-2], [12:0-4- 0,0 -3-0] ` LOADING (psf) SPACING 2-0-0 CSI DEFL In Poo) I/de8 Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.12 1 -14 >770 240 MI120 2491190 TCDL 15.0 Lumber Increase 1.33 BC 0.79 Vert(TL) -0.14 1 -14 >661 180 BCLL 0.0 Rep Stress Ina YES WB 0.25 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 155 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6.0-0 ac puffins. . BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12 WEDGE Right 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-13 FIELD REPAIR DETAIL • TO SCAB BROKEN CHORD 9 -10 REACTIONS (lb/size) 1= 576 /0-7. 4,14= 693/0-7- 4,12= 1119/0-7. 4,10- -7-4, 9= 298/0-7-4 Max Upliftl=- 471(load case 2),14= 355(load case 2),12==- 868(load case 2),10= -671(load case 2), 9= 202(load case 2) Max Grav1= 576(load case 3), 14 693(load case 1), 12 =1119(load case 1), 10=962(load case 1), 9= 2980oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=730, 2- 3=- 598, 3- 4=-639, 4-5=-117, 54= -117, 6.7 =117, 7-8=-101, 8-9=-114 BOT CHORD 1 -14 =587, 13-14 =557, 12 -13 =557, 11- 12= 230,10 -11= 230, 9 -10=22 • WEBS 3- 14 =-492, 4-14 =19.4- 12 5-12 -035, 7-12=-142, 7-10=-280, 8-10=-567 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph; h=38ft TCDL= 5.0psf; BCDL= 5.Opsf, Category II; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471 lb uplift at joint 1, 355 lb uplift at joint 14, 868 lb uplift at joint 12, 6711b uplift at joint 10 and 202 lb uplift at joint 9. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33. Plate Increase =1.33 Uniform Loads (p1t) Vert 1-4 =-80.0, 4-7= 90.0.7 -9 -90.0, 1-9=-20.0 • 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (ph) Vert 1-4 =83.9, 4-7 =93.4, 7- 9= 83.9, 1-9=-10.0 Harz: 1-4=-93.9, 7- 9=93.9 Drag: 4-5=-0.1, 6-7.1 3) 1st unbalanced Regular Lumber imxease =1.33, Plate Increase =1.33 Uniform Loads (pit) Vert 1.4 = -90.0, 4-7 =90.0, 7 -9 =30.0, 1-9=-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pit) Pur► Vert 1- 4= -30.0, 4-7= 90.0, 7 -9= 90.0,1 -9 —20.0 REMBERT 0 CONT RERAS,. 30 N.W. . E Consulting Engineer C ivi #C Miami, FL 33172 " ..... 1 31.1.17 / Phone: (305) 667 -6797 (Florida P.E. 21522) APR 2 2 2005 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/21/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Parcel # PARC2004 -8 N.W. 115 Legal Description: Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1134 UNIVERSITY BARRY ST. Contractor BEAUCHAMP CONSTRUCTION CO INC Contractor's Address: 247 MINORCA AVE Local Phone: 305-445 -0819 Page 1 of 2 Fees: FEE2004 -10457 FEE2004 -10458 FEE2004 -10793 FEE2004-10795 FEE2004 -10796 FEE2004 -10797 FEE2004-11154 FEE2004 -11157 FEE2004 -11158 FEE2004 -11159 FEE2005 -78 FEE2005 -3249 FEE2005 -4002 FEE2005 -4003 Description Structural Fee Structural Fee CO /CC Scanning Fee Radon Builders Bond Building Fee CCF Training and Education Fee Technology Fee Structural Fee Structural Fee Building Fee Structural Fee Amount $100.00 $50.00 $200.00 $600.00 $459.03 $300.00 $70,990.00 $1,420.20 $473.40 $1,774.75 $50.00 $50.00 $35.00 $50.00 Total Fea6,712.38 Total Receip$s7S,512.38 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: FEE2005 -4407 Structural Fee $50.00 FEE2005 -5092 Building Fee $50.00 FEE2005 -10276 Submittal Fee ($250.00) FEE2005 -11081 Building Fee $35.00 FEE2005 -11449 Building Fee $75.00 FEE2005 -12655 CO /CC IZer le ut.CA ' $200.00 Total Fees: $76,712.38 Permit Status: APPROVED Permit Expiration: 3/14/2006 Construction h1/14,000,000.00 Work: NEW DORMITORY BUILDING Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: EL2005 -237 Printed: 7/14/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 N.W. 115 Contractor MR1 CORPORATION Local Phone: 305 - 261 -6000 Parcel # PARC2004 -8 Legal Description: Signed: (INSPECTOR) Electrical Permit UNIVERSITY BARRY ST. Contractor's Address: 5741 SW 7TH ST Fees: FEE2005 -9613 FEE2005 -9614 FEE2005 -9615 FEE2005 -9616 FEE2005 -9617 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $3.00 $106.30 Total Fees: $106.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/8/2006 Construction Value: $200.00 Work: TEMP FOR TEST Page 1 of 1 JUL 14 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 391 6 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 ng Inspection Request II eIns 'n �1 / t�/' i-w �'P P Permit No. @ 1 Name ‘I &Cf Address 40 Company Phone # Inspection Date Buil Date ( l� Approved Correction Re- Insp'n Fee ❑ NW As ��- - MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Bii41ing Inspection Request Date Permit No. 610S-25 Name `&_irerc-ii, Address 40 N Ui \ 3 S Company becSlikr Phone # q 19 r4K Inspection Date Approved Correction Re-Insp'n Fee 3015 MIAMI SHORES VILLAGE °;t4:14 BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date Y- 1 — e/1 . Y 'J T Insp'n Permit No. El — �� - X ` f Name 4 P 'A 1 Address /' 4' 1 °' Company / O ` P Phone # Inspection Date Approved Correction Re- Insp'n Fee ❑ l 6'-' y 's 47 " MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date /..# w i '� 4 Type Insp' n ,4."!» Permit No. _ ��5 / Name < ; ✓mac/ W,C.- 9„„)% Address s� G/ ,t0 1 5✓ s Company / - P Phone# �� /— 1®' .e Inspection Date Approved Correction Re- Insp'n Fee L BUILDING PERMIT APPLICATI FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) BARRY UNIVERSITY Phone # ( 305 ) 8 9 9 -3 0 5 2 Owner's Address 11300 N. E. 2nd AVENUE City MTAMI SHORES State FL Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Villas a County Miami -Dade Is Building Historically Designated YES NO X Contractor's Company Name MR1 CORPORATION Contractor's Address 5742 SW 7th STREET State FL Zip 33161 City MIAMI Qualifier L t State Certificate or Registration No. ER 0013574 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit $200.00 Type of Work: ❑Addition DAlteration ®New ❑ Repair/Replape ❑ Demolition Describe Work: TEMPORARY FOR TESTING Submittal Fee $ Permit Fee $ r 009 CCF $ d• GC) CO /CC -} Notary $ " Training/Education Fee $ ©• ZiD Technology Fee $ Scanning $ 3 - C'° • Radon $ Zoning Bond $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) C `` z `` — a' * *, * * * * * * ** *** * ** * * * * ** * * * ** F ees ** * * * * ** * ** * * ** ** * * * * * * * * * * ** 1 DG . 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 E Ea 1 ED NM. - 1 2 2805 Electrical Gj Master Permit No. 2004-1134 Plumbing Mechanical Roofing Zip 33161 Phone # /r . Certificate of Competency NoC . C . 01 E0 0 0 5 6 2 Square Footage Of Work: Yq 1 Phone #305— 261- 6000/305 519 -2511 Structural Plan Review. $ Permit No. E105 - Z3? Zip i Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged F tSeA.Irrii V n Svc rs cti."; Signature NOTARY PUB Sign: Print: Chc 05/13/03 . Owner or Agent Li U. . g A'V/ �..Lc li The foregoing instrument was acknowledged before me this The foregoing day of , 20 , by , day of who is personally known to me or who has produced who is As identification andwho did take an oath. My Commission Expires * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: LINDA S. MITTS Notary Public - State of Florida Sa7 MMistio ltSvir n4& „ Commission # DD 441603 '' �� , Bonded By National Navy Assn. * * * *• * * * * * * * * * * * * * * * * * * * * * * ** Signature NOTARY PUB Sign: Print: My Commission Expires: 62196grci Contractor 7 was acknowledged before me this 2005, by known to m • r who has produced as identification and who did take an oath. '�-- .iil'�.! %• • a is M. SANTIAGO MMISSION # DD 152957 S October 16, 2006 Public Underwriters ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** YK Plans Examiner Engineer Zoning ITEM BATH TU3 UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE. BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WINO) DISPOSAL SERVICE TEMPORARYFOR TESTTV(; we (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 FP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 FP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 FP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 if FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 if VIOLATION INDIRECT WASTES- A/C WINDOW RE I NSPECT I ON WATER SUPPLY TO: AIR CONDITIONERS - A/C UNIT STRIP HEATER FIRE SPRINKLER I GENERATORS TRANSFORMERS 'HEATER -NEW INST. ( GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS i LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMdING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL 1 DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE -1 ` METER SET (GAS) ! 1 GAS PIPING ADDENDUM TO BUILDING {PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWIT R'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL It is understood that the temporary - electrical approval by the Miami Shores Village, Building & Zoning Department given in connection with the building being constructed under. Building Permit No. J Oil _1 0 7 Electrical Permit No. at address: / (IV / / S f` S/ pt for owners: � 69:v/ v ev.5 /� is being given only or construction purposes or for testing the following installations being made in said structure: Res .L D®P/9s Sub - paragraph 4501.3 (d) (3) of the South Florida Building Code provides for a 30 day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation, security, humidity control, emergency power and lighting, such as for testing or con§truction purposes, provided the Electrical Contractor and owner do hereby agree to assume the responsibility of maintaining the installation in such a manner that there is no hazard to life and property. Such approval is in no event to be considered a release of said structure for purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called fbr and approved by the inspection divisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporary- electric approval is subject to rescission and cancellation, and electric power can be cut off at the discretion of the Building and Zoning Department and will be disconnected if the building concerned is occupied before final inspections are approved and occupancy permit obtained. geinarci F. Bar , fie3eci in s er, tint∎1'�tiy , being first duly sworn, depose and say that I am the weer of the above desert ed property , and that I agree that the structure covered in this agreement shall not be occupied until the building contractor has ob : v . a inspections. Sworn and subscribed before me this 1 Li day of -114 , 7 My Commission Expires: A Notary Public, State of Florida at Large Noisy Public - State of Florida UNDA S. MITTS IGNATURE i" N i T.4RY PUBLIC Convnbston Expires Jwl 18, Conwnission 8DD441603 Bonded By National Assn. Page 1 01 2 l iattu, (-5/Acta 1,41,1a,e BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -2382 TELEPHONE (305) 795-2204 FAX (305) 756 -8972 AFFIDAVIT FOR 30 DAY TEMPORARY-ELECTRIC SERVICE (To be executed by Owner and/or Tenant, Braiding & Electrical Contractor) NOTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED BEAUFAN BEIM 01•15TRUCTION CO. GENERAL CONTRACTORS GARY G. WARREN Construction Manager (e// 3e'5 97,7 247 Minorca Avenue, Coral ables, lorida 33134 305-445-0819 • Fax 305-447-0941 gwarren@beauchampco.com • e'7700 5iV2 os*.c4 eo paP zia'Atsf.tk,41 trka4 • • • • 30 DAY TEMPORARY - ELECTRIC SERVICE (continue) , being first duly sworn, depose and say that I am the Electrical Contractor for the above described property and that the el 'cal ' ations as now existing will not create a safety hazard if temporary - service is connected. Sworn and subscribed before me this 6 day of L.1\ , 0 ®5' Notary Public, State of Florida at Large My commission expires: k ,yio/if Ce u57/'ee750 ti ,77®/ , being first duly sworn, depose and said that I am the Building Contractor of the above described property and that I will not permit occupancy of this building until final division obtained and that I have the authority insofar as the owner of said property is concerned to prohibit occupancy until such final inspections are obtained_ Sworn and subscribed before me this day of TL rd , Notary Public, State of Florida at Large My Commission Expires: SIGNATURE OF ELECTRICAL INSPECTOR Date: Page 2 of 2 by: ( name) Date: SIGNATURE 0 C Cf CONTRACTOR )A SIGNATURE OF NOTARY PUB NATURE OF BUILDING CONTRACTOR C SI J. ATt3RE OF NOTARY PUBLIC Release to FLORIDA POWER & LIGITT CO. To: (name) MIAMIttOVILLAGE BUILDING DEPARTMENT 305 - 795 -2204 SEP 3 0 2005 Building Inspection Request Date ` ' Type Insp'n F i no 1 1 D1dc\ Permit No. _ 7).°R)41 I 1 I Name I`= Y( �1 r' ve((l4 Address 1 N Vv I IS �T Company h Phone # Inspection Date C I 25 Approved Correction ❑ Re- Insp'n Fee ❑ DA .o ,t MIAMI SHORES VILLAGE \\ Name Address 305- 795 -2204 Bui ( ding Inspection Request Date I. Company Phone # Inspection Date 4 j 1 Approved LK BUILDING DEPARTMENT Type Insp'n rl yv2.0 Permit No. a' G 5 -66, p Witt Correction ❑�'�/'�� Re- Insp'n Fee ❑ Type Insp'n ZQr) lr2 ‘ .71 " ---11 :=3 1 Permit No. 8PO4 — I I34— Name ' -/'t L L4 l - r)° Address 1 40 1 S ST Company 4U c -4 — '1 P � Phone # Cam ) 9 - ZX Inspection Date - i ( / o Approved Z �. MIAMI SHORES VILL F� BUILDING DEPARTMENT 6' ?QQ�► 305- 795 -2204 Building Inspection Request Datel l 4 1 Correction ❑ Re- Insp'n Fee ❑ l _ J Rey'' i e- ! 1rc-e oft 4C . aIr s O rezi \ JI:) Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/30/2004 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Contractor COLTEC ENGINEERING Local Phone: 305 - 256 -0046 Parcel # PARC2004 -8 N.W. 115 Legal Description: Mechanical Permit Permit Number: MC2004 -191 UNIVERSITY BARRY ST. Contractor's Address: 12169 SW 131 ST Page 1 of 1 Fees: Description Amount FEE2004 -11740 Building Fee $3,000.00 FEE2004 -11741 CCF $60.00 FEE2004 -11742 Training and Education Fee $20.00 FEE2004 -11743 Technology Fee $75.00 FEE2004 -11744 Scanning Fee $6.00 Total Fees: $3,161.00 Total Fees3,161.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/25/2005 Construction Value$100,000.00 Work: INSTALLING NEW WINDOWS UNITS NC - MASTER PERMIT BP20004 -1134 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT A PPLICATIO FBC 2001 Permit Type (circle): Building Electrical Plumbing c$i chanica) Roofing Owner's Name (Fee Simple Titleholder) 1 3 , p o g _ a x O w ; y gg rrJ Phone # 3o5 • WN . 3062.- Owner's Address 113on P , 2 Al/ENuE City 4i 541orcf State FL_ Tenant/Lessee Name N 1 p, Job Address (where the work is being done) Igo 0.0 JJ : 115 'r 0 City Miami Shores Village County Miami -Dade Zip 331( I Is Building Historically Designated YES NO Contractor's Company Name Co4TEc. gm4ir ser -1146 SNP . Phone # 3o5 2S6 oo' /as'i 2 1 121ba SW I31 toiEr t Contractor's Address City µ:kM; Qualifier State Certificate or Registration No. M Certificate of Competency No. Architect/Engineer's Name (if applicable) 14/ A. $ Value of Work For this Permit 1 o o , e , Square Footage Of Work: Type of Work: Addition DAlteration INNew ❑ Repair/R lace ❑ Demolition Describe Work: . / /U /j Mz-t4 -Lod I.K.1)PW L lrS. , Submittal Fee $ Permit Fee $ (l. CCF $ Oa (--43- CO /CC Notary S` Training/Education Fee $ • --..-4 Technology Fee $ G b i r° Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ / (Continued on opposite side) Miami Shores Village Building Department 1005 r 4 . J� �� ' °.' S ores, Florida 33138 e: 373 05) 756.8972 Zip. 331 Phone # State 0— Zip 33 121p bd.!ICL. Dc w �Ar'Ii" * * * * * * * * * * * * * * * ** * * * * * * * *,sk , a * Permit No. -Cam i `I Master Permit No. &Zoo4 -1134 Phone # * * ** * * * ***** ** ** *** **** Bonding Company's Name (if applicable) 9 Paul— 11 P¢opE2-ri Bonding Company's Address 1roon i? -Aare arm. I too City o2' -ANV0 State FI.� Mortgage Lender's Name (if applicable) P•K of Msg.; c. Mortgage Lender's Address ill tOeX NAIN & r w' VA2. 3c,o' Ob • (1 6 - Mi pcle rtAria'r GoasTRwvflcr4 Staid City Q,; UAtAp ao State Vik Zip 23Z( Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged J w Signature Agent ' Q . twf Owner or A ' g �+.� �!' t`+• -�.� fA h Co ctor The foregoing instrument was acknowledged before me this _ The fore oing instrument was acknowledged before me this day of 20 � , by t( C.MM who is n ersonally o to me r who . produced NOTAR Sign: Print Chc 05 /13/03 �' > C _ A ..„,,,-, ......,.,% 2 ii . : : ; .„ ..---,13,ii,r,..,T.-i—N. •'11�. t DD015554 9 QC MY COMMISSION EXPIRES As iden ` ation My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: d who did take an oath. ****** * ** ** * ****** * *** ** ** *** * * *** Zip 32.00 t 1 0Z6 day of be r' , 20 0 by r) le,( a l I6c ' who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: rflarif My Commission Expires: ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * *, * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOV -18 -2004 09 55 JAMES B.D. BEAUCHAMP, Chief Executive Officer DONALD L CRISSEY. President DEAN A. THOMAS, Executive Vice President JOHN C. HARRISON JR, Senior Vice President BENJAMIN K. ARTZT, Vice President MARIBEL HART, Treasurer/Secretary Mr. Daniel Delvat Coltec Engineering 12169 SW 131 Avenue Miami, FL 33185 305 256 0044 Coltec Engineering Inc B EA Ma - -' - e:7 I 'i *. Y - 11 4 C3 + + fi r GENIERAL CONTRACTORS • 247 MINORCAAVENUE, CORAX. GABLES, FL 33134.4405 305.445.0S19 • FAX 305.447.0941 October 15, 2004 Sent via fax 305 - 256 -0044 & regular mail Re: Barry University Student Residence II Miami Shores, FL, Dear Daniel: This fetter shall serve as confirmation of our intent to issue a "Design - Build" subcontract 10 your company for all of the " HiVAC" work at the above Captioned project. Coltec agrees to execute this subcontract and perform the necessary work In and pursuant to all terms and conditions of the standard Beauchamp Construction Company subcontract agreement. The agreed upon lump sum price, inclusive of all required labor is: 3100000.00. Coltec agrees to design and engineer the mechanical systems so that all areas of the student residence facility have proper HVAC systems_ There will be no change orders unless they are requested by Barry University through Beauchamp Construction and arty change orders that were required in the first student residence facility have been incorporated into thls design. Coltec will provide a discharge condensate extender for the outside well of the PTAC units. Coltec also agrees to participate in the Owner direct purchase sales tax program and any savings on sales tax will be issued via change order. We have completed the building pad and the shell construction commenced on October 6, 2004. At this time we request that you submit 5 sets of shop drawings/submittals to Beauchamp Construction as well as evidence of insurance prior to commencing any work. We will issue our standard subcontract and forward it to your attention shortly. Thank you for bidding this project with us and we look forward to a successful project for both of our firms. Sincerely, BEAUCHAMP CONSTRUCTION COMPANY Dean A. Thomas Executive Vice President 305 256 0044 P.01/01 TOTAL P.01 o • NOV -02 -2004 17:14 305 256 0044 Coltec Engineering Inc Coltec Engineering Inc. 12169 $.W. 131st Avenue Miami, FL 33186 Tel (305) 256 -0046, Fax (305) 256 -0044 To: It�'p.ii Ft C•Efirkr 4 r CAA_ 1 Ke rs Company: nr_ COP Irt_t ilk f (i zZS Re: C# l+J* Adleners3 1-- Fax #: ?kSC� e912 Date: L l 4240 LI Total pages inc_ this one 3 305 256 0044 P.01/03 Nei« -02 -2004 17:14 BUILDING PERMIT APPLICATION FBC 2001 City_S: 1,M; $ Value of Work For this Permit ! Type of Work: ❑Addition Describe Work; - • Notary $ Training/Education Fee $ Scanning $ Radon $ Total Fee Now Due S (Continued on opposite side) Coltec Engineering Inc 305 256 0044 P.02/03 rt .= a wx a s .+. n...• e. w v a v FJ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 331.38 Tel: (305) 795.2204 Faze (305) 756.8972 Job Address (where the work is being done) 1!4,� hl. City Miami Shores Village County Miami -Dade is Building Historically Designated YES NO X State t— Architect/Engineer's Name (if applicable) 1•.1/ Q Phone # ❑Alteration KiNew Code Enforcement S Structural Plan Review. $ Zoning Permit No. Master Permit No. $PZ.OQA - ,e34 Permit Type (circle): Building Electrical Plumbing echatiiea Reefing • Owner's Name (Fee Simple Titleholder) PPtZ1 l),Jj yeas rr'I Phone # 5c) • Mg . 3a t'`Z_ Owner's Address 11 S o cn t4f. gr" �+U City Mid+ ; S+'ier c_ State Tenant/Lessee Name N J p, Phone # Zip Contractor's Company Name C01.- "rgt. S,.ic... Phone 3o S t (o o4 Contractor's Address I:11 i) e t 5 uJ 13 i° 4 p-I E rs,r, Zip 35 l'is+o Qualifier 1 G,kJtF_C - JG r _ State Certificate or Registration No. C 1 OC617 LS Certificate of Competency No, Square Footage Of Work ❑ Repair/Replace 0 Demolition Submittal Fee $ Permit Fee $ - - CCF $ CO /CC Technology Fee S Bond S 0 ,' C1 ; ZSI i HOU +02 -2004 17 :15 Coltec Engineering Inc Bonding Company's Name (if applicable) ?M1,1L. ` tAYgLERS p flop enz-r ' Bonding Company's Address 1o L- L'+%*t+n) [PLik&. 4tMera pp City e Mortgage Lender's Name (if applicable) ,44 o Ar ia.;r,.a Mortgage Lender's Address City gv:riAtloosv Signature day of gi i'i* * * **yh8• * * * **, ** :Ile 05 /13 /03 NOTAR Sign: . �.� � i , ,„ ' g - .. . 7 t My Con. mission Expires: ti • 305 256 0044 P.03/03 State State VI Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation his commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regul construction in this urisdiction.• I understand that a j separate permit must be secured for ELECTRICAL WIDltX, PLUMBING, SIGNS WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with' 11 applicable Iaws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOTJR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY IaEPORE RECORDING YOUR NOTICE OF COMMENCEMENT" Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant mutt promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment, Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the absence of such posted notice, the inspection will not be ap,oroved and a reinspection fee will be: charged t`F c's.�vssa -�c Si_ Lure Owner or Agent ' to CO ctor The foregoing instrument was acknowledged before ,J me this The fore oing instrument was acknowledged before me this , 20 - Ft'e.Ql�i' 1 , by . ,, day of bee , 20 C±',1' by who is crsonally k o to me r who ha produced who is personal�kn_own to me or who has produced As ideuti ' anon al who did take an oath. as identification and who did lake an oath, 00015554 fit, NY OOWJIS$ION EXPIRES NOTARY PUBLIC: Sign: Print: My Commission Expires: Wtk %+*,k 4 41 Nter *mL * * * * * *x Al k 11: Mk** * **sr ** * * *k gi ye * * * *** *a ***gg * * * * * ** *W ** ******************** s ** **r(** * *** ** * * ** * * ** *t * *,X*** :**************************** * * * * * ** ** **.ip* * * * * # * * * * * * ** * *# APPLICATION APPROVED BY: Plans Examiner Engineer Zoning • TOTAL P.03 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/22/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Contractor OBENOUR ROOFING Local Phone: 305 -757 -2612 Parcel # PARC2004 -8 N.W. 115 Legal Description: Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -306 UNIVERSITY BARRY ST. Page 1 of 1 Contractor's Address: 9301 NE 6 AVE SUITE A -101 Fees: Description Amount FEE2005 -3595 Building Fee $675.00 FEE2005 -3597 CCF $39.00 FEE2005 -3599 Training and Education Fee $12.80 FEE2005 -3600 Technology Fee $16.88 FEE2005 -3601 Scanning Fee $15.00 FEE2005 -3602 Submittal Fee ($50.00) Total Fees: $708.68 Total Fees: $708.68 Total Receipts: $0.00 \'■ Permit Status: APPROVED Permit Expiration: 8/30/2005 Construction Value: $63,215.00 Work: INSTALL MONIER ATLANTIS RED FLAT CEMENT TILE, FOAM SET COLOR THROUGH COMPLETE WITH ALL In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) „ y 1 ; Ln Phone # Owner's Address 1 (' v O NI- e 2 A V +e City LA ( Alu i S hOr CS State d Zip 33) tg. f Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 't D 11 6" STY C<4 City Miami Shores Village County Miamj,Dade Zip Is Building Historically Designated YES NO V Contractor's Company Nam4b C Oc51`1 v� Phone - 9 �3 O s� � � z4« Contractor's Address 130 J t- ep 44.)e. City ( l 1 ek-rme 7b OgY.N Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit &' 3 V6 Square Footage Of Work: / ep Type of Work: ['Addition ['Alteration a� Addition Alteration " � `'.¢ e 4,1 P r lle pair/R lace 0 Demolition Describe Wykr P l Submittal Fee $ C Permit Fee $ Notary $ Training/Education Fee $ Scanning $ `5 Radon $ Code Enforcement $ Total Fee Now Due $ 90 8 (Continued on opposite side) 6 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State Permit No. Zip 331' Zoning Bond $ 6FaS -306 Master Permit No. BP- C 4 -1 1 3 4 Structural Plan Review. $ e•-■.# CCF $ ' CO /CC Technology Fee $ /C 84Q Signature Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip • Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. • "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant ::. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is .issued In the absence of such posted otice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Contractor The foregoing instrument was acknowledged before me this / m- . 're, oing instrument was acknowledged before me this 2 day of 'Feb , 20 by ' I -ems ci U11, 0.— , day of 26 by rhc. e & /kd who is personally known to me or who has produced who is personally known to me or who has produced As identification at)d.wbn dirLLakaa ni a /HAS • s NOTAR �: C: : `' + Notcuy Pubic - . TA LI // Sign: �4 _ --- ` ' - i' 7 /4/.1,a. Print: thx.rol ('face. l v Qt 1 z da► t' fayNam: osimriwwwwww My Commission Expires: My Commission Expires: . 4 - P-1-©7 ******* * * * * * * * * * **x * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. Cho 12/15/03 as identification and who did take an oath. ****** * * * * * ** * * * * * * * * * * * * ** * * * * * * * ** - 7 al Plans Examiner Engineer Zoning e Buff VaLoc TY trousuaamu SONIC* - 2.14Q?1, ZIO OW R5 NoTI 'ICATION POk RZO INQ MaSIDIX4TIng5 41524.1 escape. 414 it pertains to this seatl.on, it is the responsibility. of the rooting eontraotor to provide the owner with the required roofing permit, and to explain to the owner that content of this section. This provisions of C^ hap — 25 of the Florida Suilding Code, . u-i -1din ' govern the minimum requirements and standards of the industry for roofing system ir_etallations. Additionally, the following items should be addressed as pexc at the agreement between the owner and the contractor. The owner' initial in the designated apace indicates that the item inns been explaineo. •esTbsticsr- workmanship The workmansha (High Velocity klura ican p provisions of C ha ter 15 Zone) are for the purpose of providing ing that the rooting system musts the wind resistants and water intrusion ptrfazmax:q,a standards. Aesthetics (appaaran6e) are not a ConSi4dratiran with respect to workmanship provisions. Aesthetic ieaues at'.oh as color or arrchitectural appearances, that are nac say; o a zoning code, should be addressed of part Of the agreement be�:w en. the owner and 'he cQ4trector. d. Raneilieg Wopd Dacka: When replacing roofing, the existing wetd roof deck may have to ba renailed in accordance with the current provisions of Char 16 (High Velocity Hurricane Zones) of the. (The root deck is usually c oncealed prior to removing ' the eai xoof 3. Consign Roofs: Common roofs are those, which have no visible delineation between neighboring una'i.ta (i.e., townhouses, condominiums, etc.) . In buildings with c.Qtnrea.r, roofs, the roofing contractor andor owner should notify the oc,CUpanta of adjacent units of roofing work to be performed, 4. gxpused deilisillo Exposed, open beam tailings are w the underside3 of the - pof decking oan be viewed from below. The yawner may wish co maintain the architectural appearance; therefore, rooting nail penetrations of they underside of the decking may not ' • The provides the option of maintain g Y be acceptable. g•chas appearance. $. poucli,rag Water; 'the _ourx•ent roof system and!Qr deck of the building may not drain well and may Gauge water to pond (accumulate) in low- lying areas of the roof. ponding Czn. be an indication of structural distress and may require the review of a unt pt engineer. pcn�ling may shorten the lire a professional struc:.t.urd1 the new roofing syecexm. Pondira xpeesanelr and .pexformanQ.: of the original r o roofing f g condx taeonsX- may- not - '!ae evident, until l oorretted. g �� sGenn 16 restioVHd. A.Qx'ding conditions should be 6. Overflow Zce seu utlets) ; It q� 11 c i s red flow Off e4 Gloat the 12 . o quired. that rainwater Parimecear /edge walla or other may block disc if overflow buildup of water. �' w install ed (wa11 o ut l ets) are not provid I , haxga i , t may be r'equiz•aments of; necapea overflow scuppers in accordance with the 7, Yeen4lationr .Most roof etrucntu.ras should have some ability co vent natural airflow through the interior of the structural aseambl building itbealf) The existing b reduced. It may g amount of attic ventilation b red shall e y 4b b eneficial to consider additional vend Nte�ndl.ng the service life the roof, $ gnatura Date . trautor s Signature Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS RE 123_01 -48 5/03 PAGE 1 t Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information), Master Permit No. - O 41 ' ' Process No.. Contractor's Name OA £N OJT 2NfoOtiliG Job Address /13-00 Zp be j 1/iAil ti,4/?, s`�h�7�r Eslb, Y ROOF CATEGORY � CI Low Slope ❑ Mechanically Fastened Tile LET AA ortaNAdhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE /'•3 9a Are there Gas Vent Stacks? Yes ❑ No ❑ Type: Natural ❑ LPGX ❑ lid New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) / 90 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include . dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. MEI r■■■ 1111 ■1■■■ /■ ■ ■ ■� ■■■ 1 111■■ i■■ ■ ■ ■C�CM ■ ■■7 " ■ ■ ■ ■■■ ■■ ■■n■rr� ■�'� CC ■� ■ ■■ iiiiiiiiiiiiEii'ii■iiCiiEC iiCCCCC".C" ■C■■CwC iiiaiiiii :iiiiiiir'rirE■■Cie C r " C 1041111114911111111 EEC■ Ci`'•i`►L'Ci'., ' CC C ' " r '• C'C:CCCE � " ■■■ E E �6E C ■ r■ " E E m" 11/1 11111101111111 C •1.111 ■ ■'.E • " C "_.0 C In E 1 ■EC■ C ■� ■C " C C C 11.. .� ■ . CC . ;. ■.�. 1C r ■ ■ 1 111 ■■■ ■ ■ ■1r ■ ■■rt\ ■■■ ■J 1111 ■ ■■ 1 r 1 ■ 1 ■ ■ E C ■. C CCCC I 'OE 1 E ECE CCCa'C " 1 1:CEli:CC: I CCCCCC: ■ ■ ■ 1111111111111111111 CC .r ■■. ..�. ■. •.... ■E ■11.1■■ ill 1E ■ 1 E■ . `` CC C :C C - -. ■ ■ ■. E�11E� EE � E1 E 1 .1.. ■■■ ■ . C ■ E' E 11 1 11 1E1' "C 1 C 1 1111 C ■C■ C eillini ■.1C■ IR ■, C E ■ E' ■■ EEC C C CCC. E C ■ ■E1 C 611 EE ■ C ■ ■E.. 11 ■C ■■ ■■ C■.y ■r, ■ ■ ■ ■C ■ C 1 �■ E■■ E ■E ■E .E ■0 ■ . ■■■ .,rI ■ ■E ■ ■ ■.r. ■� E ■ EEC anus CC ■ ■ 1 ■C ■■ ■■ ■■ ■ ■ ■■ E .............mm: ■ ■ E■ 1 ■1 C E■■ ■ ■■ ■1 C�� . minim ■ 1■ ■�4 ■M ■ Illi 1 E 1 EE EE ■E■■ ai ■ ■C CC■1 ■ CSC ■ ■ E 0 1111111111:111114111111 1.110E ogi ■■■■ �■ ■ E■ ■ E ■ 1■■ E ■ C hill 0� � E E1�■■ 1 ■■ � ■■ ■■ ■1.. 0 0000�� 18� 0� li ■ ■0 "■ iiili' iii ■ "' ■ l■ i■iii Euim ■ ■ aa� ■ ■" E 1 CC1C C1■ . ■ ■G .. glib 1011E11061111111;011101111111111 E � 11 W' 0 111 ■0 E 61. 1■ a 0 10111 EEE ■■ E ■ ■■ 1 A!w. r■ A p�� a ■ ■ ■1 C■■ -" C■ 1 CC 41� EC1■10111 ---0 1111 E ■' :1 1 1 C C E gild 410111111101111111111141111Ellibilill r1 i .G ■ ■.p � ■ ■ ■ ■� � ■■ ae. ■■ 4111■ .fiYtilr ■ j ill E NEC 1C C i s i I ii 111 it � '■ � ■ G ■ C� I 1 III C $ I 1■ 1 EC ■ C C:4 111111161111161E ■011 C E �a. ■.� a . ■ ■■■ r ■�■ 1111111 ■ . ■ ill 1 1 ■�■ ■■ ECC■CC ■■MISIEI,r.w.1C E.IE■.E■ M CC ■■ ■0 ■C1■■■■ ■■■E10CC 123_01 -48 5/03 PAGE 2 Roof System Manufacturer: M (t Notice of Acceptance Number: 0 - /, 11. o e Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 1. 2 Y P2: ; P3: 4 ) (4'4 Maximum Design Pressure '.// (From the NOA Specific System): 7O. Method of tile attachment: ( poty -foo.wv.- Roof Slope: ._.�: 72 123_01 -48 5/03 PAGE 1 Florida Building Code Edition 2002 High Velocity Huntcane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: -& ep pL J6-a,(. ype Underlayment: nsulation. Fire Barrier: Ridge Ventilation? Mean Roof Height: 5 9 dhesive Type: astener Type & Spacing: ) 1/4-1 01 7 4 tr ype Cap Sheet: /krict zi99� <t oof Covering: .,t/ 4-1L9 15 ( t't e Type & Size Drip Edge: 2 Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier i, NOA ' Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance Al, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length vi= width NOA All calculations must be submitted to the Building Official at the time of permit application. Mean Roof Height M Required Moment Resistance* 15' 20' 25' 30' 40' - Roof Slope 1 212 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4t12 30.4 322 33.8 35.1 37.3 5:12 28A 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24A 25.9 27.1 28.2 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M . Yf the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pi: 54 4 It , 4 L m ! J ' ) -Mg: 507 M 7.14 NOA M1 442 (1'z :: _� .i A. •lT = 2�•. ) -Mg: S. - NOA Mr ito (P iGv . I x A • 4 = 21S4, ) - Mg: 1 a 1• ` 1 fs NOA Af Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M *Must be used in conjunction with a list of moment based tale systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (1P x = x w:_ ) -W: cos 8: = F NOA F' (Pz : x 1: = x w: _ ) - W: x cos 9: = F NOA F' (P : x 1: = x w: = ) - W: x cos 0: = F NOA F' 123_01 -48 5/03 PAGE 5 E2 ✓33/20 V5 4 -12:25 MEDITERRANEAN ROOF TILE 4 305 2588484 NO.381 D001 MIOADE MI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOVICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 MIA>•ti - DE COUNTY, FLORIDA METRO DADE FLAGLER BUILDING 140 +VEST FLACLER STREET, SUITE 160; MI�:tLtl. FLORIDA 331304563 (305) 375.2901 FAX (305) 375 - 2905 SCOPE: This NOA is being Issued under the. applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI4J), This OA shall not be valid after the expiration date stated be ow. The Miami -Dade County Product Control Division (In Miami Dade Counry) and/or the A-11 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product, or material fails to perform in the accepted manner, the manufacturer will Incur the expose of suci testing and the AHI may immediately. revoke, .modify, or suspend the use of such product or material within then jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miarr;i -Dade CcLnty f roduet Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desc ibed herein. and has been dcst ic! to comply with the lligh Velocity Hu'ricarrc Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Ttle LABELING: Each unit shall 5e3:' a permanert label with the m nu ac :urcr's nark or logo, city, state and following statement: "Miami -Dade County Frcduct Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negativey affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date er if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall autorrra:lc:ally terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami County, Florida. and followed by the expiration date may be :displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date_ 12/16107 Approval Date: 01/09/03 Page 1 of 6 02/03/a305 4 • :1 '12:26 MEDITERRANEAN ROOF TILE 3057588484 ROOFING ASSEMBLY .APPROVAL Category: Sub- Cstcgo ry: Ylateria1: I. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile. as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does net exceed the desien pressure values obtained by c3lculaticr s in compliance with RAS 127 using the values listed in section 4 herein, The attachment calculations shall be done as a moment based system. 2. PRODUCT DES Manufactured by Applicant Dimensions Monier Lifetilc Atlantis Shake and S'atc Tile Tc5t A c«c% Redland Technelo;ies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. • The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete 1= 15" w — 10 s/a., 1 Y" thick T-im Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE_ 25- 7094 -8 25- 7094 -5 Test Specittcations PA I12 PA 112 Test Identifier 7161 -03 Appendix 111 94 - OGOA 94 -034 25- 7094 -2 Test Fnnlc/1-tcport Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive: Set) Static Uplift Testing • PA 102 (4" Hcadlap, Nails, Direct Deck. New Construction) Static Uplift Testing PA 102 (4" I•icadlap, Nails, Battens) Static Uplift Testing PA' IO2 (4" Hcadlap, Nails, Direct Deck, Redo ver/Reroof) Product Description Flat, interlocking, high pressure extruded concrete shake.and slate roof tile equipped tivith two nail holes. For direct deck, mortar or adhesive set applications, Access ory trim, concrete roof pieCcs for :;5c at hips, rakes, ridges and valley terminations. Manufactured for each tilt profi;c. Dace Dcc. 1991 March. 199 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.:-02-1211.08 Expiration Date: 12/16/07 Approval Date_ 01 /09/03 *a..? NO.381 D002 02/03:2005 r '12:26 MEDITERRANEPN RIDO TILE 3 30575884E4 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Irc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Cciotex Corporation Testing at. P.' Walker Eng:ncering, Inc. Walker Engineering. Inc. Walker Engineering. Inc. Walker Engineering. in Walker Engineering. 'nc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7183 -6 25-7183-5 25-7214 -1 25-7714 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P063 1 -01 PO402 Project No. 307025 Test 4iMDC -i? 224 -47099 52OJ1C9 -1 520111 -4 • 52019I -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test i+iaatcfRepQrt Static Uplift Testing PA 102 (2 Qutk -Drive Screws, Direct Deck) Static Uplift Testing PA 102. (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik- Drive Screw, Battens) Wind Tunnel Testing PA IDS (Nail-On) Wind Tunnel Testing PA 104 (Nail -On) Wind Tunnei Testing PA 108 (Mortar Sct) Withdrawal Resistance Testing of screw vs. smooth shank na:Is Wind Driven Rain. PA 100 • Physical Properties PA 112 Static Uplift Testitg PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25 -7804-4 & 5 25- 7845 -6 25-7183 Aerodynamic Multipliers Two Patty Adhcsive Set System Date Feb. 1995 Feb. 1995 March. 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. i 994 Sept. 1994 Dec. 1995 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 NOA Nn.: 024211.08 Expiration Date: 12/146/07 Approval Date: 01109103 Page of N0.381 D003 r 02 '12:26 MED I TERRHNEPN ROOF TILE 4 3057588484 L Tile Profile !Monier Lifewe AttanGs Shale g Slate Tile Table 3: •Restorin Tile 3 ":12" Profile. Monier Lifetile Atlantis Direct Deck Shake & State Tile 6.0 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance_ 3.2 For mortar or adhesive sot tile applications, a static field uplift tes: shall be perforrmi accordance with RAS 106. -d in 3.3 Applicant shall retain the services of Miami -Dade County Certified quarterly test in accordance with TAS 112, appendix 'A'. Such testing small be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlaymcnt shalt be in compliance with the applicable Roofing A Standards listed section 4.1 herein Applications 3.5 30/90 hot mopped underlaymeat applications may be installed unless stated otherwise by the underfa re ' r p ub utar to the roof slope 3.6 - This acceptance is for wood deck application s Minimum requi shall 5e in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two Screws. 4. INSTALLATION 4.1 Monier Lifetile. Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing, Application Standard RAS !18. RAS 119. and RAS 120. 4 . 2 Data For Attachment Calculations Table 1: Average Weight (W) and Qirrterisic3 (I x yr Tile Proft(e W ei ht W Ib{t 9 ( ) Lengt (ft) -T Width -w (ft) 1 Monier Life:iie Atlantis Shake & State Tile 8.5 1.25 namic Muttipleer -;L ft' A. (ft') Direct Deck Application 0.24 0.865 Moments due to Gravit M. ft 4 ":12" ( 5 " :12" 6 ":12" 7 ":12" or Dire Detk f i Direct Deck Direct Deck !eater 5.9 C7irectDeck ----j s.a , 5.6 5.5 NOA No.: 02- 1211.08 Expiration bate: 11/16/07 Approval Date: 01/09/03 NO.381 P004 v O 02/03/20Q5 '12:26 MEDITERRANEAN ROOF TILE -+ 3057586484 The Profile Monier Lifetile Atlantis Shake & Slate Tile Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Nail -On Systems Fastener Type Direct Deck Direct Deck Battens (min 15/32" (min. 19/32" plywood) plywood) 2 - 10d Ring Shark Nails_ 1 -10d Smell or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank, Nail 'Eave Cli • 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 - 10d Smooth or Screw Shank Nails (Save Clip Monier Lifetile Atlantis Shake 8. Slate Tile 4 LarS1e _germ of 45 grams of PolyPro'''°. 5 Medium paddy IB Cernent or 24 rams of PotyPro TM . Monier Lifetile Atlantis Shake & Slate Tile 30.9 T.3 14.0 30.8 51.7 24.3 Profile Application Moaar Set 18.8 30.8 51.7 24.3 1 9.0 19.0 35.5 35.5 31.9 2 -10d RTno S h2rik r'ia_ ( _ 50.3 Installation with a 4 tilts beadle and tastemers are Iocatea a min. of 2%1 from head of tale. 38.1 17.2 9.8 4.9 Table 5: Attachment Resistance Expressed as a Moment M, (ft-113f) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance i Monier Lifetile Atlantis Shake & Slate Tile Adhes 31.3 2 " aee manufactures corn Went a royal for installation re uiremenls. 3 Fie;rible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Prosy_ t, Inc. Aver9 wept per 8 grams. Table SA: Attachment Resistance Expressed as a Moment - M, (ft -lbf) for Single Pact Adhesive Set Systems Tile Profile Tile Application Minimum Attachmen Poly rn TM Resistance 118. 40.4 Table 58: Attachment Resistance Expressed as a Moment - M, (it -Ibf) for Mortar or Adhesive Set Systems Tile Tile Attachment Resistance 39.0 7.4 18.2 244 2 .2 22.1 34.8 NOA No.: 02-1211.08 EXpiration Date: 12/16/07 Approved Date: 01/09103 b...... c ..tL NO.381 P005 1 02/03/2085 12:25 MEDITERRANEAN ROOF TILE 4 3057588484 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Ivtiami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicab e building code in order to properly evaluate the installation of this system. QVERLXY UVERtAT PROFILE D1tAwINGS •,,,: °�`- ':..., •�'• ti � • � 1, 9" •. .1, .:: 1 1/2. MONIER LIFETILE ATLANTIS SILAKE & SLATE CONCRETE ROOF TILE a EI (D'OE THIS ACCEPTANCE NO.381 WOE i ii1 it i liti. . PR S DUCT CO TR Poiyfaurn Products, Inc. 240U Spring- Stucbncr Road Spring ,TX 773S3-1132 (301 3/5452/ FAX u3051 775 - :W14 con i tt..C. rcolt Er4 ottctaf ITt\'istON (]0S) 37S - 1m PAX (305)175-39u$ I'1tO1DUCl' CONTROL DIVISION Your application fat of Accep (NOA) o1 t3a511 ^s -2')01 VAN. ()dS1 37,.0;;, Two Component Ibolyurctht:nc Fo.l'm ALIhvsive under Chapter 8 of the Code or Minn li -Dads County governing the use of Alternate Materials and Types or Construction, and completely dt:t;crib�d herein, has been recommended for acceptance by the &4ianti -Dade County Building Code Compliance ffice (13CC0) tinder the conditions specified herein. This NOA Shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a job, °ilte or nllllula4tllrer s plant for quality contctal teSticaa. It this product or material fails to perform in the approved manner, BCC() may revoke, lnodity, or suspend the or such product or material immediately. DCCQ reserves the right to rcvok4 this approval, if it is determined by I3CC, :Q that this product or material fails to meet the requirements of the South Florida. Building Codo. I The expense of such testing will b,: in ACCEPTANCE NO.: 0I-4) 21,02, EXPIRES: 05 /1012nnti AP1'ROVF.11: C16/14/2601 ]It CE ■156.150001 \pcI6001ltemps>,tcztnotIto 3 ccepuncr cover pagr dot In rata tntiil suldrou: pnstrrulster Cir)buitding eon lins.avin I0 d PBPBBSLGOC 01 ;-,�C rvL.Lru.tJA rKUULL. . 1.`+L . &CCCPTANC_ lr erred by the m.inulaCttsrcr, MIAMI -DAIDE COUNTY, FLORIDA METRO -DADE FLAGLER 13U1LDING DCJ)LDINC CODE CQNIPLIAk.: OFtr1CF kICTRO -DA17f P1, tCLrIR I3t11LDUN(1 1•10 WEST FLAGLER STRUT. SUITE 1601 hll:~ tl, rLORIDA 33170 -1i6) 133.1) 375- 2':›o) FAN 1305) 375.2901 Raul RodriClierh Chief Product Cartml Division T!'rtf T5 Titl; COVERSITvET, LsEE .ADDITIONAL PACES F012 S CFTC ANi) CON n TTION S __�.. _... nUTLYItCtC: C`?T)1" , PRQCIt CT 1�FV1F \V COMMITTEE Thi4 application for Product Approval has been reviewed by the BCC() and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set furtli above, 6 l rattcisco J, Quinlnna, R.!•�. Director Ivliant1 f�arle County liuil(ling Code Compliance Office tQ 002 11mut:page: n rcti rwtiw.l?usldinl;eodconlinc.com 00il08B dd PS: St. C002 20 680 4. U J .a.aac .L _ uo a na. 0s J �• WA/foam Products. foe, Rooratvc AssEtvtl3LY APrR6VAL RQafi u� flt51'ori': Roo fTile\Adhcsiv,; Polyu re.t hftnc 1. SCOPE This approves 1'vlyproe A,0L6O as manufactured by Polytonal Products, Inc. as cleseribcd in Section 2 of Lhii; Notice of Acceptance. For the locations where the design pressure requirements, as dciermitted by applicable building code, does not exceed thts design pressure values obtaii by calculations in compliance with ti;ooling Application Standard RAS 127, for use with Bpproved tlttt_ low, and high profile root tiles system using Polyprog Al-I 160. Where 'Or h attachment calculations are done as a moment based system For single potty placement, and as an uplift based system for double patty systems t I 2. PRODUCT DE SCRL1 T10 IVInnufactured by An2lic pt Palyproc) A( Poompro4 RIP 1000 ProPzeke 30 St 100 o0l' d inl N/A N/A 111 /A 1 2A Components or pr�ctucts manufactured by others: Any Miitnli -[ado County Pr I duct Control Accepted Roo ['Tile Nimbly having n current NOA which list uplift resistance vanes with the use of Polypro Al 1160 roof tilt adhesive. 2,2 Typical Physical thpertics_ `Tc�t AST,M D 1622 ASTM G 1 621 AST D 1623 AST D 2 127 A S M 1196 Proper,ty. Density Compressive Strength Tansilt: Strength Water Absorption Moisture Vapor Trans ut ission Dimensional Stability ASTril D 2126 t' evessLS0C 01 t1LCC969g0C s Va41.i. V :WI, • a.n. • ACCEP'T'ANCE No_ ; 01-0 21,01 Test Sneeificittiptis PA 101 Approval Cate: .1one'4 dRQt_ Expiratiatl Date: JN� tfl,7pQG Results 1.6 wsJri' 18 PSI Parallel to rise 12 PST Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch Product Ogscription Two Component polyttetltatte Dispcndiog Equipment Dispensing Equipment +6.07% Volume Chanel: (t? -40 F.. 2 weeks +6.0% Vni twtc C (Th 11umiclity, 2 weeks ti 0 nr Frank Colon , ❑. RR.0 Product Control t?+tatuitter ojaHda ,i.d r.S:9t urec zn 8do • /14:u4 fell 1t:Uif Gerd. 41J4 dU!G • 1'oly_fo;tm 1'rnduils, Inc, I ACCEPTANCE N. q1-05_21_02 Note: The physical properties listed ulaovc Are presented as typical nvcr,ate -talkies ns determined by Accepted ASTMY test ntetltods :land urt; subject to normal m:anufncturinc variation, 3. LIMITATIONS 3.1 fire classification' is not part of ;his acceptance It.efer to the: Prepared hoof Tilt; Assembly for tiro rating 3.2 Polypro® A11169 shall solely be used with flat, low, &I high ti!tr profiles. 3.3 Minimum undcrliiyments shall be in compliance with the Rooting Application Standard OAS 120, 3.4 Rool Tile manufactures act;uirin i acceptance for the u;c. of Polyproe A1-1160 roof tilt adhesive with their tilt assemblies shall test in accordance with PA 101. 3.S Roof Tile manufr ctures aeguirin� acceptance For two paddy placement with the use of P'olypro® ( AN 160 roadie adhesive with their the assemblies shall test in accordance with FA. 101 and with section :0,4 as rtto ditied herein. I I� lt! CO 4, 1NSTAALLATION 4.1 Polypro u AI-1160 mai' be used with any rout' the assembly having a current NOA that lists uplift resistance sait.ies with the use of Polyproet A1 4.2 Polypro© A1 shill be applied in compliance with the Component Application section and the corres :nb Placement Details noted herein The roof tile assembly's adhesive a;ttachmcnt with the use of PolyprA AI shall provide sufftcient attachment resistance, depressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami County Roofing Application Standards1 RAS 127. The adhesive attachment data is noted in the root tile assembly NOA 4.3 Polyprotl? A1•1160 roof tilt adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyproe A.1 -1160 Opgratin Instruction and Maintenance Booklet. 4.4 Installation most be b a Factory Trained 'Qualified Applicator' approved and licensed by Polyroam Products Inc. Polyfoam Products Inc, shall supply a list of approved applicators to the Auth having Jurisdiction. 4.5 Calibration of the Foam prot9 dispensin j.equipn eat is required before application or any adhesive. The mil ratio between the "A component and the "Q" component shall be maintained be ;twee i 1.0 -1.15 (A) : 1.0 (D). The dispense tinier shill be set to deliver 0.0175 to 0.15 potonds per tile as determined ,.t calibration, No other settings shall be approved. 4.6 PolyproZ Al shard be applied with Foampro R1'1' I 00 or Prol'ack0 30 & 100 dispen ;ins equipment Only, 4.7 Polyproe A14160 shall1 not be exposed perniant.ftly to stint' I I ?9t^8SSL'SOOC 01 t''rCC9E.9S0C rV4d.rVi:at rnvuvt..t :,.t..t.. - t MS fJ UJ trink sloaba, ILhC 1'rcatluct Control C:. aminer oDauda dd SS :9i C002 20 6d' 'fable 1: A hesivc 1'Iaccincnt For Each Cencr;c Tile Profile Tile1rorile 11 PI:ie.:ment I Detail 1 Single l'ncicly Wcight 1 N9in. (grants) Two Paddy Weight per Paddy Min. rams Flat. Low, 1-1 411 Profile.. s ! i11 35 _ _ NIA 1-411 Profile (2 ? i Barrel) I 1'41 17)sicl,, on cap and 3'1/ nn NIA .� Fla(, Low, i.Iii;h Pe files I .42 4, NIA Flat, Low I•li h PrQ iles_____1 #'3 L_ - . 8 1 , 10 • 1+U 111. 1 • 1." Y:1.1 'J J•1 J 1 Q F al fa:lco rociscts, inc. t' d 4.8 Tiles must be adherkd in fresnly applied adltcslvc Tile must be set within 2 to 2 rr.iouts aA r Polyp a A1-1160 has been dispensed 4.9 Polypro0 AI-1160 p 1,cenl.crt and minimum patty weight shall be in accordance with the: 'Placement Dcla ls' herein, Caen generic tilt profile requires the s.pecilic placement noted hcr'_ir►. v. LABELING All Polypro09 AH1 60 co tainers shall comply with the Standard Conditions listed herein. .6. 13 C1iLDlNG PERMIT R1.Q1.r1R1 RE NI 6.1 As required b, the Building Official or applicable Building Code in order to properly evaldiate the installation or lhis systcn V 9t'S8gLSOC 01 vlLCC969Sr_tC r' 11..1 r U:5. r r• 1\u111: r 1 .'.. 11%1. • ACCEPTANCE No, 01-0521,02 1i4j J U ZI Frank Lulo ba, ItRC Product Control Examiner ()patios ;3d S'S : 91 C00 Eli adti 11-!U 1.7:1111-A.1. V5.1 'M 1(1.12 VW-Al-).01 N101A.1.1$ ACCEPTANCE No. : 01-0521.02 HES( VE PLACEMENT DETAIL 1 Polytonal Products, f)C. S4I1114 ediAWArat wie 4 V. a! HA %4•0141.111 SINGLE PATTY . MAU infogyl plAillt Cidhcf11 Jrldrellyrnaril \ OhlsrupplAillowoont lAtt 1:4111 Gnat lot awns ontt . tioult ldhiI, moat 4 b. lO Immuc4441.4 F itea 4) Rom WI 1441 (pi :knurl GO'd V8V88gLSOC 01 vLCC969S0C 1. 4411111/7411 thit1 le,11 Unothimmy Ns /.......--''',....., Parkty 1801‘14 la 1441 • C ...t..„,■.....:' .. "N . z . ....:N......... NI Z!, , ,,,, 'N ,.. ,— 1 ...N.,.. "... /1".. .....' 2:„.... ',..., wtwnemN. XMp idAeshn 3oprol 4 4t Plge t.i aoritilvt l 1lltv e 1714 13 tatasobithe■ In 14nlZi .1111h! Pin itlo 1) WO 401 vplioo ttomot. race tI4 II 111 10111 . From stmtlas • dito rho U17er too poolin e tootle Con( Ole. lhot moot count of 1.11 Ens yro vivo 44 4I ot AM( va.ci tic /tab ,I 4i Co.1441i 14144411411 tl loortl, a/4.m aplonW OOP pitta Itflica4l4n1 N" 0 CM( ell zuk Zoloap, RRC Produa Control Examinar Stto41644 tiD On 111 &Daum aJ 9g:91 C002 - 30 JdJ p.A.J.uj Ali.1,0 rA4 teal, 4s* 1444 rVLItyAn Polyfonrn PrQctutts, ADIIESIYE 1LACEN1ENT DETAIL 2 SHNICLE PATTY 90 'd V8V89gLG0C 01 r4.00969S0C 6 ACCEPTANCE No. 01-0.521.02 Frank Zo long-a; R$.0 Product Control Examiner opatiaa 9;:9I c007 20 adti • 4 Polyfaagt Products, Tri , Nall Through pla9tic canon( Sli 11n, p'o paddy an under. layment Slagle paddy en lop of tilts Single paddy under the l LO' d 1•Sht385LS88 01 tFLCC.9E9S0C AplrEs1VE I'LACE:MME:N1 DC TAIL 3 DODULE PAT';' ' ACCEPTANCE No. : 0 L2521,12 Sin le math on top of Ole tare course ",% t[1Ya mine 2 ill X7 tn. medium Ilse paddy ua u Fascia tourto Daly Hal Ihtcu3n pl3Slle cement Single paddy between tl!e Nad Ihrcuon plan t;..: centen! f ' �� S;ngle paddy under Ilse i Undanaymcrt �\ Alt- � ! 2 In Singlt .' /i \ paddy on WiCer. Ityhnonl Sing!: paddy on lop of the :tutee Etre C1oyi,te In. s 7 In. medium the paddyta•e Ccuryp only " Fascia &nit paddy cetweer Ills Fraitk Zuloagi, It RC Product CQlitrt I I trnin,.r 11n. t 7 !a maotum the paddy erre eoNtie only ! f Fascia Weepho!e "Esve c1o:tt e Crlp edge 00GUNE dd 1S:yT COOT: 20 dd3 �UIV�Qfttil �PQ tlut;tS, jtt . 1. K,cncwal of this Acccptanctl i ( approval) shall be considered ;tiler c, renewal application has beer, filwd and the original submitted gl oeumenis, including :e,t•supporung data, cngiuccr:ny documents, ari: no alder than eight (ti) years,, Any and all approved pro shall be permanently lab:ace, u.illr the m:Inul..Cturcr's name, city, stag, and the follolving 'talemen :: ''Miami -Dade County Product Control approval", or as spocilically stated in tht: sp4.cilit conditions at ii s Acceptance. 3 Renewals of Acceptance will not be considered if a. 1 Il101: has been a clia in the South Florida Ouilding Code affecting the evaluation of this product and the proc14t is not in compliance +''lh the code chane,es. b. The pr diet is no loner the same product (identical) as die or originally approved. c. It tit,: .4.Cc pintIcc holder has not complied with all the requirements of this acceptance, including the correct i stalt:ltion of the product. d. The cngino :r who originally prepared, si and sealed the reunited documentation initially submitted, is no longe practicing the engineering profession 4. Any revision or change :n le iw :trials, use. andJ'or manufacture of the product or process shalt automatically be cause for crmi�tat,on of this Accep tance, unless prior written approval has boon r„ quested (through the filial of a revision application +with approprial,: fee) and gralued by this office., I j, Arty of the following; shall aIAO be }rounds for removal of this Acccpt❑nec: a. Unsatisfactory ptrforn of thus product or process. b Ntisuse of this , \ccepi nec as an endorsement of any product. for :,ales, advertising or any other purposes 1I f, The Notice of Acceptance nuknbl;r preceded by the. +vords Nlianll•DadL! County, Florida, and fol;o+vcd by the cep :rati tale may e displayed in advertising literature. if any portion of the Notice of Acceptance is displaycd, then it Shull bl; done in us entirety. 7 r\ cope or this Acceptance as well as approved drawings and other documents, whcrc it applies, shall be provided to the user by the manufacturer or its distributors ano shall be available for inspection at the job sit: at all lime, The engineer aced not reseal the Copies, 8, Failurc to comply with any s ction of tais Acceptance shall be cause for termination and removal of AcccptanCc., 1 9. This Notice of Acceptance col silts of pages I through S. SC'd • .. ui, ,♦ ,t . �. r . L a,. END OF THIS ACCEI°TANCtt i ;SLG@C 01 ti' t_CS6SS0C ACCEPTANCE 'No.: 01- 0521.02 i r:t,ik Zuloaga, RAC Product Coniro! Examiner 1 opatr a dd 1.2:91 C002 CO 20 ddti (o Baca UstinoxTV nuulTG`l►km acii7tro w it.g 7fun OWUUR5 ATOTTrICATION Pak ROmj COISEIrr xaTicA - 5 37524.1 Feep's. As is pertains to thie section, it is the responsibility of the roofing contr4otor to provide the owner with the >;equi. ed roofing permit, and to explain to the owner the content of this asorLiora. Tha provisions Of c ha t , s C th4 Florida Ffuilding Coder, au,j, -2dj.ng govern the minimum requirements and standards of the industry for roofing system ir_atallations . Additionally, the following items should be adfar•essea as part of the agreement between tIve owner and Chs oc:_-►traotox. The owner initial in the desiiinated space indicates that the item bas been explained. Aes thetics- Warkw,a.rr.aaip The workm.anshl (htl�7h Velvcit:y Hurxi�;aa -,.�; p� provisions oC C ha ter is the h Vel c one) axe for the purpose of providing that System meets the wind resistancC and welter intrusion ierformar_oe standards. Aeothetiow (spps5aranee) and not a coll5ideration with respect to wQrl..rnanship provisions. Aesthetic ia,ues such as color or arc.11j.tectural appearance, that are not par: of a ,ra4i.r,q code, should b� �xdclreariad of part of t':ha agreement k;c1;weell the owner and the crartractor ;1. Ile:nailing Wcidd Dackai When replacing roofing, 1h existing wood roof deck may have to be remised in accordance with tbs current provisions of ( h, S ter 16 (High Velocity Hurricane Zone o f thy. (Tarn coat duck is Us concealed prior to removing the exist.in9 roof System). . Can Roofs; Common roofs are th delinearicul b,c nei hboxin osa whack have no visible etc.). In bui ldinc�a with k4rnmea�; (i.e., townhouses, cc�:ldcnnin iums ro , Q owner should notify the occupants of adjacent units of wrork be performed, an 4. Xxpoaed cei.li4g4e; Exposed, open beam ceilings art where the underside of the ;hoof deckin wish Co maintain the oo adackingrnuxa be viewed from below. The owner clay pernat n or the underside of tlia pp ear ance; therefore, roo T•hr? provides the option decking my not he tang nail p of maintaining •this appearance. acceptable. $. Pvrad.iag• Wacar; The current roof system and/or deck of the kauildin may not. drain wall and may oa,uae water to pond (accumulate) lying are,�a of the roof. Podding call b.: alz indicatiat or acructura °i dietreae and may require the ceviaw of a pY engineer. Poaadany may shorten the life e oieSsiQnal sGruc:GUra1 cyst new roofing system. xlaeeT,aneY and,.per•farrnaztoe of the original roofing roofing ys system Pending .oandi.tiona may n ot 'be avidant Oorrected. }s>rem is removed, l'oridin c onc�iL, anti 9 oni? •shsauld be 6. Overflow licuppers (s...11 outlets); It is r3 flaw off so that t be reef (a riot overloaded from a� {w of x Perirnetex /ede walla or ether roof e3xCc�17� ers .+son°. ov may block this t dzeoha:c�a if overflow scu pP Ewell outlets) are not provided, It may be requirements ai' ; necessary to install overflow scuppers in accordance with )bile 7. Verl ilatita.cl; Moat roof gcruotu.rea should hav natural airflow through the interior Somt: abi.li ti naturl itself). The of th structural Y co v rlc building reduced. It may he existing amount of attic ventila assembly Y t* beneficial to consider additional veatin9 which . gain reewl.t in e4;:tendthg chi service life'o the roof, bats, rai4'C 9 ' a Si913aCUrr Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/18/2004 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Contractor MR1 CORPORATION Local Phone: Parcel # PARC2004 - 8 N.W. 115 Legal Description: Signed: (INSPECTOR) Electrical Permit Permit Number: EL2004 -306 UNIVERSITY BARRY ST. Contractor's Address: 5741 SW 7TH ST Page 1 of 1 Fees: Description Amount FEE2004 -11187 CCF $135.00 FEE2004 - 11188 Training and Education Fee $45.00 FEE2004 -11189 Technology Fee $196.87 FEE2004 -11190 Scanning Fee $15.00 FEE2004 -11191 Building Fee $7,875.00 Total Fees: $8,266.87 Total Feed/18,266.87 Total Receipts: $0.00 P 1/4(01 ,cP Permit Status: APPROVED Permit Expiration: 4/27/2005 Construction Value$225,000.00 Work: New electrical service to residence 11 ,t44■ 19 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building lectrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) '$p ttgy OIJW .sI1)' Phone # %S €c11 • 3o52 Owner's Address t1$ co N . AV1;N City pt;AM: StlogSS State 91-- Zip 31b Tenant/Lessee Name N / A Phone # Job Address (where the work is being done) \4'o 14. W►. 115 - City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Mg, C.eQ,r ,lt-N-tiota Contractor's Address 5142. S . VJ . 1' 6-1-vit-tve..r City t t'; Qualifier RAFABL 4 AT,VAREZ State Certificate or Registration No. ERO 013 5 7 4 Type of Work: ❑A di Describe Work: Miami Shores Village - E VFD Building Department OCT 2 9 X00 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State CI- Zip 331 Permit No. EIOW 3, Master Permit No. R,R 2oo- -1 -1 t3L zip 331 b 7,5 WO � Phone # 3o< Zio - bboo /3 519 25 Certificate of Competency No. C. C. 01E000562 Architect/Engineer's Name (if applicable) N/ A Phone # $ Value of Work For this Permit . 2 Z S a o a 0 Square Footage Of Work: DAlteration J New ❑ Repair/Replace ❑ Demolition 54.-4'1/ I c. - Y`6 ****************************F Submittal Fee $ Permit Fee $ };419 > r ® 0 CCF $ 1 35 .00 CO /CC Notary $ Training/Education Fee $ J %II I Ot Technology Fee - i IgG, Scanning $ 15 .0 0 - Radon $ Zoning Bond $ 1 Code Enforcement $ Structural Plan Review. $ ii Total Fee Now Due $ l 447 f I (Continued on opposite side) Bonding Company's Name (if applicable) .2-31" . 'A Ot— TiZ kveLe tS Pao-molt 0 Bonding Company', s Address ' 1OOr, LsZioNi P SaRti type City o 6zL.p•Nv o State L. Zip 32-s301- 10240 Mortgage Lender's Name (if applicable) $a.e3K AM•;aA Mortgage Lender's Address 1111 f-AZf lK i i 4 S Meer VAT- 3oo • t (o • 11 6 FLooz_ - M; DD Le 11 #2aor Cogyrer_uu, riot SERuic*. City ' �,tutiMoN 1 v State '(q Zip 2321 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cpmmenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued 7n Je absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. tea a_ Ch"-wo r My Commission Expires: Signature Firea.4.4 k.0 It.., \ Si e ' gnatiu Owner or Agen • `' VP I cal The foregoing instrument was acknowledged beforeme this D' The fore!, oing ' 1 I l ent was acknowledged before me thisa d a y of &` r* 1 " 20 ( q by ( ' L 1 L i /oCt , day of lik 9 Lid 20 0, by 4e-/ ,1 /' who is ersonally kno to or who has produced who is personall y known to me or who has produced tion and who did take an oath. as identification and who did take an oath. NOT i NOTARY PUB :. � ` 4 t ]� _� P� OFRcIALI+IOTARY SEAL III�C / 1 BARBARA SUAREZ S tr r ',`, ?? COMMISSION NUMBER riot: OF Fv04. My COMMISSION EXPIRES y Commission Expires: APR. Contractor ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning OCT -21 -2004 12:51 FROM: d r PREPARED BY/RETURN TO: MARK E. RAYMOND, ESQ POST OFFICE BOX 3888 WEST PALM BEACH, FLORIDA 33402 STATE OF FLORIDA COUNTY OF MIAM1-DADE NOTIaSF COMMENCEMENT THE UNDERSIGNED.herebr gives- notice Movements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. This notice shall be of no force and effect if construction is not cutt3menced '(90) days .of recordation. Legal Description of property: Street Address of property:. NW 115 Street Miami Shores FL 2. General description of improvements: Construction of 173 bed Student Residence F — Phase 1 . includin utili di arch and landscaping 3. Owner information a. Name and address: r University Inc. Attn: Freddy I1lloa 11300 Northeast Second Avenue Miami Shores, FL 33161, b, Interest in property: .e simple c. Name and address of fee simple titleholder (if other than Owner): n..w. .m+ura a m cF1 nw:a'F7 a t nalmw riflrJ sumssoNSTRUCTION PROJECTS►RESICENCE HALWN:MCC CP TO:3052616674 P.003/006 1111111 111111111111111 1111111111 111111101111 CF ° 14 2004R03701:30 OR P 22706 Pss 2211 - 2227; (17oss RECORDED 10/03/2004 14:21:21 HARVEY RUVIH► CLERK OF COURT rapou COMM FLORIDA See Exhibit A gt li OCT -21 -2004 12:51 FROM: 4. Contractor. (name and address) eauch onstruct Co an Inc. 247 Ni ca Avenue, Coral Gables. FL 33134 a. Phone No.: 305-445-0819 b. Fax Number: 5. Surety d Amount of bond: S5.818,753 TO:3052616674 P.004/006 (Optional. if service by fax is accaptabic) PIac _ 4 rou a. Name and address: t. P Travelers Suite 1100. Orlando. F . 32801 -1026 b. Phone No.: 40 - 649 -2978 c. Fax Number. , ifscrvice by fax is acceptabla) 6. Lender: (name and address) _tank ojAmcrica. N.A., 1111,,,East Main trce 6th F slot VA2- 300- 06-17, Richmond. Virginia 23219 Attention: _Ann M. Lewis a. Phone No.: 804-788 -2216 b. Fax Number: 804 -788 -2248 (Optional, if mvice by fax isable) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: (name and address) a. Phone No.: b. Fax Number' (Optional. if servico by fax is cpwble) 8. In addition to himself, Owner designates Bank ofAmeigca. N.A.. 1111 East /lain Street. 6th F V. - so #6-17 c' on • V41 , a 7 19 A cation: : r . _ s and Frank Q,. Burt. Eso.. JordenBurt. LLP. 777, ricked Avenue. Suite 50Q, Miami. FL 33131 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone No.: 804-788 -2216 b. Fax Number 804. 788 - 2248 (Optional. if service by fax is acceptable) CADOCUMENTS ANC SETTINGAFULLOA\LOCAL SETTINGS'TEMPORM INTERNET FILES\OLK2INOTICE OF COMMENCEMENT1.00C OCT -21 -2004 12:51 FROM: e y Cneryl Raid& G.rbvr • 4 •M • My Caron D a opir Epos May OS, 2 05 OWNER: BARRY UNIVERSITY, ATTACHMENTS: (check if applicable) Legal Description, Exhibit "A" X Bond., Exhibit "B" (a copy of Bond, if any, must be attached) TO:3052616674 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) B �.'�"� -s. a� /`r► Timothy Czetzdec / Treasurer C (MUST BE SIGNED BY OWNER. NO ONE ELSE PERMITTED TO SIGN) STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was aclmowiedged before me this day of czr, , 2004, by Timothy Czerniec, who ✓is personally known to me, OR has produced , as identification. P.005/006 NOTARY PUBLIC C: \DOCUMENTS MO SETTINGS\FULLOA \LOCAL MTTINGS EMPoRARg INTERNET TE.ES■OLKZ\NOnCE OF COMMENCEMENI1.DOC OCT -21 -2004 12:52 FROM: EXHIBIT p,*" REAL PROPERTY DESCRIPTION TO:3052616674 P.006/006 The SW % of the NE % of Section 36, Township 52 South, Range 41 East, lying and being in Dade County, Florida. C_\DOCUMENTS AND SETUNG5M UU.OA\LGCAI SETinNGS\ EMPORAR4 INTERNET PRE5WU 2\NOTlCE Of COMMENCEMENTt.DOC Miami Shores Village 10050 NE 2nd Avenue Plumbing Permit Phone: 305- 795 -2204 Permit Number: PL2004 -307 Printed: 11 /29/2004 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Contractor RIGHT WAY PLUMBING CO INC Contractor's Address: DOING BUS IN DADE CO Local Phone: Parcel # PARC2004 -8 N.W. 115 Legal Description: UNIVERSITY BARRY ST. Page 1 of 1 Fees: FEE2004 -11732 FEE2004 -11733 FEE2004 -11734 FEE2004 -11735 FEE2004 -11736 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $8,750.00 $150.00 $50.00 $218.75 $6.00 $9,174.75 Total Feesi19,174.75 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/25/2005 Construction Value$250,000.00 Work: PLUMBING FOR 173 BED STUDENT RESIDENT - MASTER PERMIT BP2004 -1134 Signed: (INSPECTOR) NOV 2 9 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BIDDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Tenant/Lessee Name At/ Architect/Engineer's Name (if applicable) N //v Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 3313) Tel: (305) 795.2204 Fax: (305) 756.8972 $ Value of Work For this Permit 2 1700 y 3.0e Type of Work: ❑Ad 'lion Alteration Describe Work: ['Alteration Total Fee Now Due $ (Continued on opposite side) RECEIIVEP OCT 2 7 410 Permit No. PL a 0'O - 341 Master Permit No. 1? 2i) - t l 3q- Owner's Name (Fee Simple Titleholder) V' CAI ` V. Phone # 1;9 r - 30 Owner's Address i 1 366 Ai 2 / is City j'I111 it% State Zip 3 ( t Phone # Mechanical Roofing Job Address (where the work is being done) i /(J kJ CS " City Miami Shores Village County 1VIi mi -Dade Zip 3 Is Building Historically Designated YES NO Contractor's Company Name t 41/044-Ai I 1 t h ` ' Phone # Contractor's Address d f' ,R l o , 95N-1 4 D 3 - Cit Sla- '1Z.!Sra- State h< Zip ? D e, , l Rft.,.44 Phone # Square Footage Of Work:. Scanning $ ee ad n $ ---- _ Zoning — Bond $ Code Enforcement $ Structural Plan Review. $ to 0 &D ❑ Repair/Replace ❑ Demolition ,47 *, tit * *** ** **** * * ** * * ** * * * *, *g ** * ** * *** * *** * * * ** *** * * *** Submittal F $ Permit Fee $ C CCF $ /50. ✓ CO /CC `"— Notary $ Training/Education Fee $ . Technology Fee $ ® 'T 14 )11 �-d� Bonding Company's Name (if applicable) 5T Patel Bonding Company's Address /O 06 1 5 - -uL, $ 0 (a City Qt't_'a 1\414 s i > State Mortgage Lender's Name (if applicable) i A &tL 0( l 4 0 fl 0 j / f 64 So 0 A 1 b.. S/- Mortgage Lender's Address kt cJ d►, e `tip L I City 2 di. 1, state 11A Zip 2-3 24 Signature Chc 12/15/03 ers R i Zip 3 •rJ/" I 1-6 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection, which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. NO f Y;IeUBL Si Print: My Commission Expires: State Certificate or Registration No. t c 6106 NOTARY PUBLIC, Sign: Signatures Owner or Agent c v e F' � c. rr es The foregoing instrument was acknowledged before me this t The foregoing instrument was acknowledged before me this 2 i day of CC- 2001, by L tl'0 , da of a Crof O' b Dccvtte ( RotArke who is ersonally own t me or who has produced who is personally knowne or who has produced As • i tip .. on and who did take an oath. as identification and who did take an oath. •J T a2M388 My Commissiones woe. (Certificate of Competency Holder) Certificate of Competency No. Contractor ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. * * * ** * * * * * * * * * * * * * * * * * * ** * x�x�******* * * ** * * * * * * * * * * * ** ** * * * * * * * * ** ** APPLICATION APPROVED BY /i, r ' ��. i �� .( �1 J d X Plans Examiner ' Engineer Zoning PREPARED BY/RETURN TO: MARK E. RAYMOND, ESQ. POST OFFICE BOX 3888 WEST PALM BEACH, FLORIDA 33402 STATE OF FLORIDA COUNTY OF MIAMI-DADE THE UNDERS i herd gives-notieethatimprovements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. This notice shall be of no force and effect if construction is not -eommenced days of recordation 1. Legal Description of b. c. NOTICE OF COMMENCEMENT proPertr 11300 Northeast Second Avenue Miami Shores, FL 33161 See Street Address of property:_140 NW 115 Street Mani. Shores FL 2. General description of improvements: Construction of 173 bed Student Residence Facility — Phase II, including utility distribution. parking. storm drainage, site lighting and landscaping 3. Owner information a. Name and address: Barry University. Inc. Attn: Freddy Ulloa Interest in property: Fee simple Name and address of fee simple titleholder (if other than Owner): CADOCUNENTS AND SETTINGSSFULLOA MY DOCU VtENTSICONSTRUFT1ON PROJECTS{RESIDENCE HALLStNOTICE OF CONNENCENIENT1.00C 1111111 111111111111111 1111111M 11111 11111111 CF N 201041403137C)1 DR ek 2270E Pss 2211 — 22271 (17rass RECORDED 10/05/2004 14:21:21 HARVEY MIN, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA Exhibit A 4. Contractor. (name and address) Beauchamp Construction Company. Inc. 247 Minorca Avenue. Coral Gables. FL 33134 a. Phone No.: 305 -445 -0819 b. Fax Number: (Optional, if service by fax is acceptable) 5. Surety a. Name and address: St. Paul Travelers Property Casualty Group. 1000 Legion Place, Suite 1100. Orlando, FL 32801 -1026 b. Phone No.: 407 -649 -2978 c. Fax Number: (Optional, if service by fax is acceptable) d. Amount of bond: $ 5.818.753 6. Lender: (name and address) Bank ofAmerica, N.A., 1111 East Main Street. 6th Floor. VA2- 300-06-17. Richmond, Virginia 23219 Attention: Ann M. Lewis a. Phone No.: 804 -788 -2216 b. Fax Number. 804 -788 -2248 (Optional, if service by fax is acceptable) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7, Florida Statutes: (name and address) a. Phone No.: b. Fax Number: (Optional, if service by fax is acceptable) 8. In addition to himself, Owner designates Bank ofAmerica. N.A., 1111 East Main Street, 6th Floor. VA2- 300 - 06-17. Richmond, Virginia 23219 Attention: Ann M. Lewis and Frank G. Burt, Esq.. Jorden Burt, LLP. 777 Brickell Avenue. Suite 500. Miami. FL 33131 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.. a. Phone No.: 804 -788 -2216 b. Fax Number: 804-788-2248 (Optional, if service by fax is acceptable) C:\D000MENTS AND SETTINGS\FULLOA\LOCAL SETTINGS\TEMPORARX INTERNET FILES\0LK2\NOTICE OF COMMENCEMENT1.DOC 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) i ' Ct ti Balch Gerber • • My Ca unisaion DD�832 �e Expires May 08, 2008 OWNER: BARRY UNIVERSITY, !\ C B Timothy Czerniec STATE OF FLORIDA COUNTY OF MIAMI DADE T h e f o r e g o i n g i n s t r u m e n t was a c k n o w l e d g e d b e f o r e me t h i s d a y of C2 1 , 2004, by Timothy Czerniec, who 4V personally known to me, OR has produced as identification. Treasurer ATTACHMENTS: (check if applicable) X Legal Description, Exhibit "A" X Bond, Exhibit "B" (a copy of Bond, if any, must be attached) (MUST BE SIGNED BY OWNER. NO ONE ELSE PERMITTED TO SIGN) NOTARY PUBLIC C:\DOCUMENTS AND SETONGS\FULLOA\LOCAL SETTINGS\TEMPORA1 INTERNET FILES \OLK? NOTICE OF COMMENCEMENT1.DOC EXHIBIT "A" REAL PROPERTY DESCRIPTION The SW '/ of the NE % of Section 36, Township 52 South, Range 41 East, lying and being in Dade County, Florida. C: \DOCUMENTS AND SETTINGS \FULLOA\LOCAL SETTINGS\TEMPORAR}' INTERNET FILES\OLK2\NOTICE OF COMMENCEMENT1.DOC BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Contractor's Company Name MR1 CORPORATION Contractor's Address MIAMI City V Qualifier 10050 N.E Tel: 5742 S.W. 7 STREET State Certificate or Registration No. ER 0 01 3 5 7 4 $ Value of Work For this Permit 35 , 000.00 Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department lorida 33138 6.8972 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) BARRY UNIVERSITY Phone # 305 899 -3052 Owner's Address 11300 N . E . 2nd AVENUE City MIAMI SHORES State FL Tenant/Lessee Name N / A Job Address (where the work is being done) 140 N . W . 1 1 5 STREET City Miami Shores Villas e County Miami -Dade Is Building Historically Designated YES NO x Zip 33161 Phone # Zip 33161 Phone # 305 261 -6000 State FL Zip 33144 Certificate of Competency No. C. c.01 E 0 0 0 5 6 2 Architect/Engineer's Name (if applicable) N / A Phone # Square Footage Of Work: Type of Work: ❑Addition ['Alteration New El Repair/Replace ❑ Demolition yP Describe Work: ELECTRICAL/ FIRE ALARM ****************************F Submittal Fee $ . 0. ° hermit Fee $ Permit No. /L O 5/5' aster Permit No. BP2004 -1 1 34 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ dvCo Bonding Company's Name (if applicable) c - Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notic of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Al ., a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sev (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a r' pection fee will be charged. Signature My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 ged before me this 0 0 The foregoing instrumen day of , by 20 65,, by /3)a .n 0 , M who is personally own t e or�� o has produced who is personally known to me or who has produced ation and who did take an oath. as identification and who did take an oath. NOTARY P! : LIC: NOTARY PUBLI Sign: Sign: Print: Print: My Commiss Contractor The foregoing i strument was acknowledged before me this 1/ day of ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION • (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER' NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL 1TEM BATHTUB U NIT FEE I TEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS I IT FEE BIDET LIGHT OUTLETS -_ CENTRAL -_ DISHWASHER RECEPTACLES �� T ING (WIND) SERVICE TEMPORARY �_ A/C (CENTRAL) DR FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION 111.� NTERC TRAP APPLIANCE OUTLETS -� PROCESS AND PRESS PIPING INTERCEPTOR 1 ' RANGE TOP -� UNDERGROUND TANKS LAVATORY OVEN -_ ABOVE GROUND TANKS LAMORY TRAY CLOTHES WASHER SHOWER SINK, POT /3 COMP. WAS HEATER MOTORS 0- 1 FP MOTORS OVER 1- 3 If MOTORS OVER 3- 5 hP -_ -_ U.F. PRESSURE VESSELS STEAM BOILERS HOT WATER BOILERS MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 If . -- TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 FP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 If FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP -_ COOLING TOWERS WATER CLOSET MOTORS OVER 100 FP -_ VIOLATION INDIRECT WASTES- A/C WINDOW -_ RE I NSPECT I ON WATER SUPPLY TO: AIR CO ITIONERS ` A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COM+ERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION ' SOAKAGE P IT CU. FT. CATCH BASI DISCHARGE ELL FIRE AE AR u E . YS 7111 DOMEST WELL r AREA DRAIN = ' ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE a_ POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING f ADDENDUM TO BUILDING PERMIT APPLICATION • (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER' NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL Designer to fill in and answer all items and provide location /comments as appropriate. F /Apresubmittal Rev.10/07 /02 MIAMI DADE FIRE RESCUE FIRE ALARM PRE - SUBMITTAL CHECKLIST Page 1 Process # Permit # Date: ®/ 00/ i 2 Fire Department Application # YES NO N/A LOCATION /COMMENTS 3 Project Name: 0"-A 1(0 d ii f3/4 1 I '. a a Address: 140 4 • I I.C. 5h • . 5 A copy of the contract is provided or an affidavit from the owner showing the total cost of the e. ui.ment and installation. Cost $ 34 ® ®� s Systems costing more than $5,000 are sealed or approved by a Fla Registered Engineer. +� g,,--- � �- �Uv 7 aa ✓ A copy of alarm qualifier's license is attached. ,LO. EF EH EY # / OO 8 This fire alarm: /is required under I (fill in the code or indicate if it I is a life safety equivalency), or ° is not required by any code or authority. 9 10 For non - required systems or components, a statement is included indicating which code or AHJ (See def. AHJ in NFPA 72) is requiring the system or component and the parameters of the requirement. A copy of the Notice of Violation from Miami -Dade County Fire Rescue, or a copy of the relevant sections of the approved Life Safety Plan, is attached. 11 A complete statement of the scope of work is stated on the plan. 12 The total number of devices and components being installed is Zlos . / 13 A description of the building and /or section of the building is provided includi fire suppression systems, number of stories, square footage, and elevation of the last occupied floor if over 5 stories. 14 A location key is provided showing the area of proposed work within the building. t✓ 15 All devices in areas in which the voltage, temperate e, and humidity variations exceed those conditions stated in NFPA 72, are listed for c nditions and all such areas are identified. 16 A specific sequence of operation including all ala supervisory, trouble and control functions such as fire suppression, door release, smoke control, etc., are specified on the • Ian. 17 l A specification of power - limited or non -power limited is includa�d on the plan. .r 18 Emergency forces notification or sprinkler supervision dis required or_ is provided, but is not required. Off -site monitoring 6/is provided is not provided. 19 20 The method of communication to the monitoring station is included on the plan. v W1414.,'" 21 Complete specifications sheets are provided for all devices, control units, and components. 22 Manufacturer's documentation of device compatibility has been provided 23 Each device and component model number is specified in the symbol legend. 24 Floor plans are drawn to 1/8" scale or, if using another scale, all device coverage is diagramed on the plan and all room dimensions are included. 25 Each device, appliance and component is identified with it's own unique number and indicated on the floor plan and riser? C.. 26 All new, existing, replaced or relocated devices are indicated on the floor plan. 27 All rooms & spaces are labeled indicating their use and the occupant load has been provided for all assembly use rooms with an occupant load of 50 or greater.. 28 Ceiling condition and height is provided for all ceiling mounted devices. t, , 29 A riser diagram is provided showing each floor and building with all zones and circuits labeled. 30 The wire size, type, and number is provided for each circuit. Pr _ 31 The FACP or remote annunciator is located near the main entrance /lobby when required or in the Central Control Station. 6e Designer to fill in and answer all items and provide location /comments as appropriate. F /Apresubmittal Rev.10/07 /02 MIAMI DADE FIRE RESCUE FIRE ALARM PRE - SUBMITTAL CHECKLIST Page 1 34 YES NO N/A LOCATION /COMMENTS 33 The FACP and all sub panels in unoccupied rooms are protected with a smoke detector. v ■■ 34 If a complete automatically activated system, there is at least 1 pull station each floor or 2 for lar• a buildin • s. 35 If a manually activated system, the travel distance to reach a pull station is less than 200' and near all exits. ,•, 36 All automatic initiating devices are shown and are located in accord with NFPA 72, the manufacturer's s•ecifications, and acce •ted en_•ineerin• •ractices. All visible devices are placed per the tables in NFPA 72 and each strobe has it's candela ratin s listed on the floor plan and riser. v ■ ■ ■ ■ ■ °B ■■ All corridor spaced strobes are placed a maximum of 100' apart and within 15' from ends of the corridor. 39 All s • aces meet the audible characteristics of NFPA 72 and NFPA 101. ao Walls, partition, racks, shelves and equipment which may block devices are shown with their hei a ht indicated. Duct detectors or relays for duct detectors are shown on the floor plan and riser for all s stems over 2000 cfm. The fire pump is monitored for run, phase reversal & phase loss to _ a continuously manned location, or the supervised fire alarm system. ■■ ■■ ■ _ Elevator recall is connected to the fire alarm system. All interconnected fire alarm control panels are arranged to function as a single system and monitored for integrity per NFPA 72. All relays for automatic extinguishing systems are shown on the floor plan and riser. (hood, sprinkler, FM200, etc.) 46 The class and /or style is shown for all initiating device circuits, signal line circuits and notification appliance circuits. 47 The maximum number of each device type is provided for each IDC or each SLC, based on class and s le, • er NFPA 72 and the manufacturer's s • ecifications. as The power supply model number and capacity is specified for each power supply in each fire alarm control panel. a9 The total device load, including voltage drop calculations, are provided for each notification a • • Hance circuit for each • ower su • • I . The wattage tap is indicated for all speakers. ■■ ■■ il ■■ The watta e e ca • aci and load is provided for each amplifier. 52 All load and draw calculations correlate with the provided spec sheets and the device draw or available power is highlighted on the specification sheets. 53 This system is a Local Fire Alarm System or a Proprietary Supervising Station Fire Alarm S stem and is stated as such on the plan. (24 hours secondary power) 54 This system will be certificated as a Central Station Fire Alarm System and is stated as such on the • lans. 24 hours seconda • ower) 55 This system is a Remote Supervising Station Fire Alarm System as stated on the plan and will be • rovided with 60 hours of seconda • ower su • • I . This system includes Emergency Voice Evacuation and is provided with 15 minutes of secondary alarm power. . This system is being provided back up power by an emergency generator and will provide 4 hours of standby power plus the appropriate secondary alarm power. Battery calculations, detailed in chart form are • rovided for each back -u • • ower su • • I . ats Phone # ■ 0 Designed by : Si nature: /) - 63 Instruction ;/. re available on request. Refer to the instructions for a line by line clarification of the above items. • Designer to fill in and answer all items and provide location /comments as appropriate. F /Apresubmittal Rev.10/07 /02 MIAMI DADE FIRE RESCUE FIRE ALARM PRE - SUBMITTAL CHECKLIST Page 2 Ac #1875401 ()ATE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD 1940 NORTH MONROE STREET (850) 487 -1395 TALLAHASSEE FL 32399 -0783 ALVAREZ, RAFAEL R MR1 CORPORATION 5742 SW 7TH ST STE 201 MIAMI FL 33144 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD SEQ#L05022200195 LICENSE NBR 02 22 2005 000000000 EC13002656 The ELECTRICAL CONTRACTOR Named below IS CERTIFIED I ` Under the provisions of Chapter`489,FS. Expiration date: AUG 31, 2006 h ALVAREZ, RAFAEL R C 5742SW 7TH T ST N STE 201 MIAMI FL 33144 JEB BUSH GOVERNOR DETACH HERE r DISPLAY AS REQUIRED BY LAW STATE OF FLORIDA AC# 187541 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION EC13002656 02/22/05 00000000 CERTIFIED ELECTRICAL CONTRACTOR ALVAREZ, RAFAEL R MR1 CORPORATION IS CERTIFIED under the proviaiona of ch.489 F Expiration date: AUG 31, 2006 L05022200195 DIANE CARR SECRETARY - , ^ • ^ BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. 75/6 9 -/" 3 Permit Type (circle): Building Electrica Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) j /'/' 4 k f%'S'f�' Phone # 36'5 9� — 36'S'2 Owner's Address // 3 4/'/ 2 h/ 4.v. City n/ i 540YS State PL . Zip 3 3&/ Tenant/Lessee Name Phone # Job Address (where the work is being done) g6 // /P //r / ' -5—Ael — City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name / /f J C e 1 Phone # 16 2'/ Contractor's Address 5 7 V2 . ' ff 57%'PPf cc-, A- 2 City i a / State T�LG�s dcr' Zip 3 3/ Qualifier State Certificate or Registration No. ER 0 013 5 7 4 Certificate of Competency No. • C - 01 E 0 0 0 5 6 2 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit CO O a Total Fee Now Due $ (Continued on opposite side) Square Footage Of Work: Type of Work: DAddition DAlteration iew ❑ Repair/Replace ❑ Demolition Describe Work: �`�° ��_�S' x* * * * * * * * * * * * *** * * * ** * ** ees * * ** ,t * * *, * * * * * *�raes� ***4,a uriet� ryA4 , Submittal Fee $ Permit Fee $ J CCF $ • CO /CC Notary $ Training/Education Fee $ O... • C)() Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reins ection fee will be charged. FP-G\- t%L. t./4 Signature * * ** Owner or Agent The foregoing instrument was acknowledged before me this / 7 lr( day of , 20 by - fre- , who issersonally known to me or who has produced As identification and who did take an oath. NOTARY Sign: Print: 0 l/ VIA 5. t l Vad cr My Commission Expires: t APPLICATION APPROVED B Chc 05/13/03 Signature The forego day of Contractor instrument was ackno ' . • ged befor me this 20 (5_, by /I'' ` '� aer-r-ai-r who is verso y known to me or who has produced as identification and who did take an oath. NOTARY PUBL Sign: Print: =x: My Commission essonaed Thru Notary Public undenwi ters **************************************** * * * * * * * * * * * * * * ** * * * * * * * * *** * * ** * * * * * * * * * * * * * * * ** ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/8/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Contractor MR1 CORPORATION Local Phone: 305- 261 -6000 Parcel # PARC2004 -8 N.W. 115 Legal Description: Electrical Permit Permit Number: EL2005 -156 UNIVERSITY BARRY ST. Contractor's Address: 5741 SW 7TH ST Page 1 of 1 Fees: Description Amount FEE2005 -7115 Building Fee $1,800.00 FEE2005 -7116 CCF $36.00 FEE2005 -7117 Training and Education Fee $12.00 FEE2005 -7118 Technology Fee $45.00 FEE2005 -7125 Scanning Fee $3.00 Total Fees: $1,896.00 Total Feest1,896.00 Total Receipts: $0.00 19c-t cr2._ Permit Status: APPROVED Permit Expiration: 11/8/2005 Construction Value: $60,000.00 Work: FIRE ALARM- MASTER BP2007 -1134 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: • EDWARDS SYSTEMS TECHNOLOGY EST2 Analog Control Panel TM Compatibility 4 EST2 System Features • Supports all EST Signature devices • Autoprogramming of Signature data circuits • Class B or A Signature data circuits), 96 detectors and 94 modules per circuit • Two integral Class A or B notification appliance circuits • Alarm,trouble, and supervisory contacts • Prioritized status queues for alarm, supervisory, trouble and monitor inputs • 576 event history log • Enhanced sensitivity reports • Optional expander Signature data circuit • Designed and manufactured to ISO 9001 standards Description The EST2 Fire Alarm System is modular in design allowing systemsto be easily configured to match installation requirements. With one Signature Data Circuit (SDC) EST2 is capable of supporting 96 detectors and 94 modules and has two built in Notification Appliance Circuits (NAC). The system supports thefull line of Signature series detectors and modules. EST2's modular design means the system easily expands to two SDCs and four NACs by adding a single 2 -LCX module increasing system capacity to 380 points /zones with four built in Notification Appli- ance Circuits. The EST2 provides an RS -232 port to facilitate computer, coder and printer interfacing and an RS-485 communication portfor supporting remote annunciation. Annunciation of system events are displayed on a back lit LCD with enhanced diagnostic LEDs on the front panel. There is space to add up to 48 additional points /zones of software controlled LED annunciation and switch control on the front panel. Both alpha- numeric LCD and annunciation LEDs are available for remote annunciation and control with the EST 2 -LSRA and SAN series of annunciators. CONTROL PANELS EST2 features Auto Programming through thefront panel and Custom Programming via PC laptop interface. The Auto Program mode will identify all devices on the SDC and automatically assign addresses to each device. Then the auto programming feature automatically links the proper responsetothe proper input, providing real time savings during installation. Using the advanced Signature family of detectors and modules provides a wide range of installation and operation benefits. Signature Series detectors and modules use Electronic Addressing — no dip switches or dials to set, speeding installation and programming. Multi- function and dual circuit modules reduce wiring costs. Multi-sensortechnology eliminates detector application guess -work. Identification of dirty or defective detec- tors is automatic with EST2. Maintenance scheduling is easy and effective, ensuring that life safety protection is always maintained. In addition to Signatures inherent reduction of false alarms, EST2 allows the adjustment of detector sensitivity at differenttimes of the day. Make detectors more sensitive attimes when transient smoke is not likely to occur (nighttime) and less sensitive attimes when transient smoke is likelyto occur. EST2 provides "Device Mapping ". This allows a laptop computer to show howthe Signature Data Circuits are wired. As -built drawings become very easy. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES. SARASOTA, FL 941-739-4638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND, ON 519-376-2430; FAX 519-376-7258 INTERNATIONAL SALES: 905-270-1711; FAX905- 270 -9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD, ME Issue 4 Literature Sheet #85005 -0097 Page 1 Not to be used for installation purposes. For the most current literature and updates visit www:est.net. of 6 Application The EST2 design provides application flexibility with installation options that give site specific customization and programming options that help satisfy local as well as national requirements. EST2 provides a choice of power supplies with 4.5 amp and 6.4 amp supplies available. Installation flexibility is provided with a choice of surface or semi -flush mounting wallboxes. EST2 provides optional modules that ensure system customization and flexibility. In applications calling for coded signals, the optional CDR -3 module provides a choice of march time generator or Positive Successive Non - Interfering (PSNI) outputs. CDR -3 outputs are selectable as a coded dry contact or supervised coded 1000Hz audio tone. The march time output provides a continuous march -time beat at 20 or 120 beats per minute. The PSNI output provides up to four rounds of a unique output code for each of up tofifty input conditions. The unique output codes signal emergency response personnel to the location of an alarm. For connection to a Central Monitoring Station the EST2 uses an optional built -in dual line dialer (DACT). The dialer mounts right on the EST2 main board reducing installation and maintenance costs. Multiple communicationformats ensure compatibilitywith most Central Monitoring stations. EST2 provides individual status queues annunciating Alarm, Supervisory, Trouble and Monitor operations. When a device operates the appropriate queue's status LED lights. Operator recognition of the active devicetype(s) is instantaneous. Atthe same time a programmed point or zone description displays on the back lit LCD giving specific text information on the active device(s). Review messages simply by selecting local silence, the queuefrom the front panel and scrolling. The last 576 events can be reviewed at anytime via the enhanced History log. The new enhanced history log containsthe complete event message with LIFO protocol (last in first out) insuring the most current events are always logged. Page 2 of 6 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85005 -0097 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. EST2 has optional LED /Switch modulesthat mount right beside the LCD and common control front panel. Annunciation flexibility is further enhanced with a wide variety of remote annunciation including remote LCD annunciators, remote LED annunciators and/ or graphic annunciators. Front panel diagnostic LEDs provide easily understood system status information. Standard software includes thefollowing importantfeatures: TIMERS: Programmable timers give flexibility to Signal Silence Inhibit, Reset Inhibit and Power fail trouble contact delay operation. In addition the Notification Appliance Circuits rate is selectable from steady, to Temporal, 120/20 or Temporal /20. DISABLE POINTS: Specific devices on the SDC may be disable through simplefront panel controls providing protection from unwanted alarms in areas with high concentrations of contaminatestypicallyfound when construction or renovation work is taking place. SENSITIVITY REPORTS: The sensitivity report provides detailed information on individual devices such as threshold level in % of obscuration, amount of environmental compensation remaining, device address and personalitytype. NO EVENT ACKNOWLEDGE REQUIRED! The operator may review events at anytime from any of the event queues after "Local Silence". When the operator hasfinished reviewing events, and activates the Alarm Queue thefirst alarm will returntothe LCD. Issue 4 { f • • • • • Installation and Mounting Issue 4 AC Power MUST be run ONLY through the top left or upper left side knockout. z4 h FINISHED WALL Semi -Flush Mounting ALL KNOCKOUTS FOR 1/2' & 314' CONDUIT (1.27 81.9 cm) Do NOT Install conduit in this area. It batteries installed In cabinet 1.3' (3.3 an ALL KNOCKOUTS FOR W4° CONDUIT (1.9 cm) Do NOT Install conduit In this area (Battery location) gi 1.76' e (4.4 an) (26om) to to 000a 18.376' (41.6 cm) 11' (27.6 an) A r 16' (40.6 cm) EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85005 -0087 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Surface Mounting AC Power MUST be run ONLY through the knockout second from the LEFT on the top of the enclosure FINISHED WALL (SEMI -FLUSH MOUNT) To open door greaterthan 90 degrees, mount panel 1/2° (1.3cm) away from the finished wall 1' (264 an) Page 3of Page 4 of 6 24 VDC RISER INTEGRITY MONITOR EOL RELAY IN J BOX 2 Pr.— 3 FLOOR 2 FLOOR ICT 24 VDC RISER — S I CC1 0112161 Mil IMMO EST2 Panel HORN SUPERVISION C rTROL HORN SUPERVISION & CONTROL � CC1( CC1 NOTIFICATION APPLIANCE CIRCUITS STROBE SUPERVISION & CONTROL F 'S TROBE SUPERVISION & CONTROL ©©© ©4 0 4 4 0 4 4 4 4 0 CRITICAL PROCESS MONITOR Typical EST2 Panel Wiring Class B Signature Data Circuit FIRE DAMPER ELEVATOR CAPTURE 2 Pr. 2 Pr. 2 Pr. SIGNATURE WATERFLOW tH CT DATA CIRCUIT SWITCH SPRINKLER SUPERVISORY SWITCH 2 Pr. 2 MULTIPLEXED CLASS' B' NOTIFICATION APPLIANCE CIRCUITS EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85005 -0097 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. 2 Pr. 2 Pr. All wiring is one pair of appropriately sized conductors unless otherwise noted. • LEGEND MANUAL PULL STATION S SMOKE DETECTOR WITH RELAY BASE SMOKE DETECTOR WITH ISOLATOR BASE O SMOKE DETECTOR WITH STANDARD BASE O j JUNCTION BOX COMBINATION HORN/STROBE m SIGNAL MODULE CONTROL RELAY MODULE INPUT MODULE UNIVERSAL INPUT/OUTPUT MODULE MI MONITOR MODULE END -OF-UNE RESISTOR Size conductors per application. Refer to EST2 Installation Manual for additional details. Issue 4 • • 2 -16R 16 Red LEDs 1 (.45) 2 -16Y 16 Yellow LEDs 2 -16G 16 Green LEDs 2 -8RY 8 Red and 8 Yellow LEDs 2 -12R4Y 12 Red LEDs and 4 Yellow LEDs 2 -16G8S 16 Green LEDs and 8 Two - position Switches 2 -16R8S 16 Red LEDs and 8 Two - position Switches 2 -16RYS 8 Alternating Red over Yellow LED pairs and 8 Two - position switches 2 -16Y8S 16 Yellow LEDs and 8 Two - position Switches 2 -8GYS 8 Alternating Green over Yellow LED pairs and 8 Two - position switches 2 -8RYS 8 Red LEDs, 8 Yellow LEDs and 8 Two - position Switches 2 -WB Semi -Flush Wall Box - Gray finish 8 (3.6) 2 -WBR Semi -Flush Wall Box - Red finish 2 -WBS Surface Wall Box - Gray finish 2 -WBSR Surface Wall Box - Red finish 2 -RM7 Mounting Plate 10Ibs (4.5) 2 -RMLCD Adapter Plate 1/21b(0.2) 2 -RMAUD Audio Mounting Plate 2lbs (0.9) CB31 -B Backbox for CB31 cabinet CB45 -B Backbox for CB45 cabinet 2 -MCD Main Control and Display 1.5 (.7) 2 -LCX Expander Signature Data Circuit with two Notification Appliance Circuits 1 (.45) 2 -DL2 Two Line Dialer 2 -PPS 4.5 Amp power supply 120 Vac 2.5 (1.1) 2- PPS /6A 6.4 Amp power supply 120 Vac 2- PPS /220 4.5 Amp power supply 220 Vac 2- PPS /6A -220A 6.4 Amp power supply 220 Vac 2 -WBD Inner and outer door for 2 -WB wall box 8 (3.6) 2 -WBDR Inner and outer door for 2 -WBR wall box 2 -WBDS Inner and outer door for 2 -WBS wall box 2 -WBDSR Inner and outer door for 2 -WBSR wall box CB31(R) -D Door Assembly for CB31 cabinet CB45(R) -D Door Assembly for CB45 cabinet • Ordering Information Catalog Number Description Fire Alarm Control and Power Supplies Panel Mounted Annunciator Modules Wall Boxes Wall Box Doors Issue 4 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85005 -0097 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Shipping Weght - lb (kg) Page 5 of 6 Catalog Number Description 2 -PPS 2- PPS /6A 2- PPS -220 2- PPS /6A -220 Agency Listings 2 -SMDN UL, ULC, FM, CSFM Line Power LCD annunciator SAN mounting w/ common controls 120VAC 300 Watts Max., 50 /60Hz 220- 240VAC 300 Watts Max., 50 /60Hz Auxiliary Output Power Common Controls for SAN annunciator 500mA Max. N/A 500mA Max. N/A Notification Appliance Powe • 3.5Amps @ 24Vdc nominal Two 3.2 Amp taps @ 24Vdc nominal 3.5Amps @ 24Vdc nominal Two 3.2 Amp taps @ 24Vdc nominal Maximum Battery Size 19 in rack mount unit accepts 6 SAN modules and 1 SAN -CPU 2 of 12V10A - 10 Amp Hours (See Note 1) Signature Data Circuit IOP -3 One circuit supports 96 Detectors, 94 Modules Maximum - 96 Isolator or Relay Bases (Expandable to two Circuits with 2 -LCX) Terminal Wire Gauge Reverse Polarity Module Notification Circuits 18 -12 AWG (0.75 - 2.5 mm All other circuits 18 -14 AWG (0.75 - 1.5mm Relative Humidity BC -1 10 -93% non condensing Temperature Rating Battery Cabinet - Space for two 12V17A batteries, 17 Amp Hour 0 °-49 °C (32° - 120 °F) Wiring Styles 2 -SMK Class A or Class B Communication Ports City Tie Module One RS -232, One RS-485 Standard Auxiliary Relays One Alarm Contact - 24Vdc 1 Amp One Trouble Contact - 24Vdc 1 Amp One Supervisory Contact - 24Vdc 1 Amp Catalog Number Description 2 -LSRA LCD annunciator 2- LSRA -C LCD annunciator w/ common controls 2 -SMDN LCD annunciator SAN mounting 2- SMDN -C LCD annunciator SAN mounting w/ common controls LSRA -232 Printer /programming port for LSRA Series 2- SANCOM Common Controls for SAN annunciator SAN -CPU CPU for SAN annunciator RSA4 -COM/D Common control module for 1577 Graphics 1577 Graphic annunciators RSAN -PRT Rack mount 40 column printer PT -1S Serial desk mount printer RSAN -6 19 in rack mount unit accepts 6 SAN modules and 1 SAN -CPU CDR3 Coder Module IOP -3 RS -232 Isolator Module RPM Reverse Polarity Module MTM -1 March Time Module BC -1 Battery Cabinet - Space for two 12V24A batteries, 24 Amp Hour BC -2 Battery Cabinet - Space for two 12V17A batteries, 17 Amp Hour Catalog Number Description SIGA -IS Ionization Smoke Detector SIGA -PS Photoelectric Smoke Detector SIGA -PHS 3D Multisensor Detector SIGA -IPHS 4D Multisensor Detector SIGA -HFS Fixed Temperature Heat Detector SIGA -HRS ROR/Fixed Temperature Heat Detector SIGA -DMP Duct Detector Mounting Plate SIGA -DH Duct Smoke Detector Housing SIGA -LED Remote Alarm LED SIGA -CT1 Single Input Module SIGA -CT2 Dual Input Module SIGA -CC1 Single Input Signal Module SIGA -CC2 Dual Input signal Module SIGA -CR Control Relay Module SIGA -MM1 Monitor Module SIGA -WTM Waterflow /Supervisory Module SIGA -278 Double Action Fire Alarm Station SIGA -270 series Single and Two Stage Stations SIGA -UM Universal Module 2 -SMK Smoke Power Converter Module 2 -CTM City Tie Module Specifications Note 1: Surface mount EST2 Wall Boxes support up to two 12V17A batteries. For larger batteries use BC -1 or BC -2 battery cabinets. Related Equipment © 2001 EST Page 6 of 6 Literature Sheet #85005-0097 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. Printed in Canada Issue 4 i • • • EDWARDS SYSTEMS TECHNOLOGY Issue 6.1 Compatibility -� QS4 /QS1 EST2 EST3 IRC -3 /FCC Manual Pull Stations Models SIGA -270, SIGA -270P, SIGA -278 Features Note: Some features described here may not be supported by all control systems. Check your control panel's Installation and Operation Guide for details. • Traditional familiar appearance SIGA -270 models feature ourfamiliarteardrop design with simple positive pull action and sturdy die -cast metal body. • One stage (GA), two stage (pre - signal), and double action models SIGA -270 models are available for one or two stage alarm systems. The single stage double action SIGA-278features a rugged Lexan housing with keyed reset mechanism. • Break glass operation An up -front visible glass rod on the SIGA -270 discourages tampering. • Intelligent device c/w integral microprocessor All decisions are made at the station allowing lower communica- tion speed while substantially improving control panel response time. Less sensitive to line noise and loop wiring properties; twisted or shielded wire is not required. • Non - volatile memory Permanently stores serial number, type of device, and job number. Automatically updates historic information including hours of operation, last maintenance date, number of alarms and troubles, and time and date of last alarm. • Automatic device mapping Each station transmits wiring information to the loop controller regarding its location with respectto other devices on the circuit. • Electronic addressing Permanently stores programmable address; there are no switches or dials to set. Addresses are downloaded from a PC, or the SIGA -PRO Signature Program /Service Tool. • Stand -alone operation The station inputs an alarm even if the loop controller's polling interrogation stops. • Diagnostic LEDs Status LEDs; flashing GREEN shows normal polling; flashing RED shows alarm state. • Designed for high ambient temperature operation Install in ambienttemperatures up to 120 °F (49 °C). • Designed to ISO 9001 standards Manufactured to strict international quality standards for highest reliability. SIGA -278 MEA ® Patented Literature Sheet #85001 -0279 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. INTELLIGENTINITIATING DEVICES SIGA -270 SERIES Description The SIGA -270 and SIGA -278 series Manual Pull Stations are part of EST's Signature Series system. The SIGA -270 Fire Alarm Manual Pull Stations feature our very familiarteardrop shape. They are made from die -cast zinc and finished with red epoxy powder -coat paint complemented by aluminum colored stripes and markings. With positive pull -lever operation, one pull on the station handle breaks the glass rod and turns in a positive alarm, ensuring protection plus fool-proof operation. Presignal models (SIGA -270P) are equipped with a general alarm (GA) keyswitch for applications where two stage operation is required. The up -front highly visible glass rod discourages tampering. EST's double action single stage SIGA -278 station is a contempo- rary style manual station made from durable red colored lexan. To initiate an alarm, first lift the upper door marked "LIFT THEN PULL HANDLE ", then pull the alarm handle. The integral microprocessor built into each Signature Series station provides four important benefits - Self- diagnostics and History Log, Automatic Device Mapping, Stand -alone Operation and Fast, Stable Communication. Self- diagnostics and History Log - Each Signature Series manual station constantly runs self - checks to provide important main- tenance information. The results of the self -check are automatically updated and permanently stored in the station's non - volatile memory. This information is accessible for review any time at the control panel, PC, or by using the SIGA -PRO Signature Program/ Service Tool. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL941- 739 -4638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND, ON 519- 376-2430; FAX 519-376-7258 INTERNATIONAL SALES: 905-270-1711; FAX 905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • US. MANUFACTURING: PITTSFIELD Er NEWPORT, ME Page 1 of 4 The information stored in the station's memory includes: - station serial number, address, and type - date of manufacture, hours of operation, and last maintenance date - number of recorded alarms and troubles - time and date of last alarm - most recent trouble code logged by the detector — 24 possible trouble codes may be used to diagnose faults. Automatic Device Mapping - The loop controller learns where each device's serial number address is installed relative to other devices on the circuit. The loop controller keeps a map of the Signature Series devices connected to it. The Signature Series Data Entry Program also uses the mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined. Layout or "as- built" drawing information showing wire branches (T- taps), device types and their address are stored on disk for printing hard copy. This takes the mystery out of the installation. The preparation of as- built drawings is fast and efficient. Device mapping allows the Signature loop controller to discover: - unexpected additional device addresses - missing device addresses - changes to the wiring in the circuit. Stand -alone Operation - A decentralized alarm decision by the manual station is guaranteed. On -board intelligence permits the station to operate in stand -alone mode. If loop controller CPU communications fail for more than four seconds, all devices on that circuit go into stand -alone mode. The circuit acts like a conventional alarm receiving circuit. Each station will still transmit an alarm if its operating lever is pulled. Fast Stable Communication - Built -in intelligence means less information needs to be sent between the station and the loop controller. Otherthan regular supervisory polling response, the station only needs to communicate with the loop controller when it has something new to report. This provides very fast control panel response time and allows a lower baud rate (speed) to be used for communication on the circuit. The lower baud rate offers several advantages including: - less sensitivity to circuit wire characteristics - less sensitivity to noise glitches on the cable - less emitted noise from the data wiring - twisted or shielded wiring is not required. Diagnostic LEDs - Twin LEDs provide visual indication of normal and alarm conditions. They are visible only when the station is removed from the mounting box. Aflashing GREEN LED shows normal system polling from the loop controller. Aflashing RED LED means the station is in alarm state. Both LEDs on steady shows alarm state - stand -alone mode. Quality and Reliability - EST modules are manufactured in North America to strict international ISO 9001 standards. All electronics utilize surface mount technology (SMT) for smaller size and greater immunity to RF noise. A conformal coating is used for humidity and corrosion resistance. 1 EST3 V.2 only. 2 Retrievable with SIGA -PRO programming tool. Page 2 of 4 Typical Wiring The fire alarm station's terminal block accepts #18 AWG (0.75mm to #12 AWG (2.5mm wire sizes. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Wiring Notes 10 Referto Signature Loop Controller manual for maximum wire distance. 2. All wiring is power limited and supervised. REAR VIEW of SIGA -278 REAR VIEW of SIGA -270P, SIGC -270PB EDWARDS SYSTEMS TECHNOLOGY Literature Sheet *88001 -0279 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Figure 4. Single Stage Systems Figure 5. Two Stage Systems Issue 6.1 • Installation Single -stage Signature Series fire alarm manual pull stations mount to North American 21/2 inch (64 mm) deep 1 -gang boxes. Two stage presignal (270P) models require 1' inch (38 mm) deep 4 -inch square boxes with 1- gang,' /2 -inch raised covers. Openings must be angular. Rounded openings are not acceptable. Recommended box: Steel City Model 52 -C -13; in Canada, use Iberville Model CI- 52- C- 49 -1/2. All models include terminals are suited for #12 to #18 AWG (2.5 mm 0.75 mm wire size. EST recommends that these fire alarm stations be installed according to latest recognized edition of national and local fire alarm codes. Electronic Addressing: The loop controller electronically addresses each manual station, saving valuable time during system commis- sioning. Setting complicated switches or dials is not required. Each station has its own unique serial number stored in its on -board memory. The loop controller identifies each device on the loop and assigns a "soft" address to each serial number. If desired, the stations can be addressed using the SIGA -PRO Signature Program /Service Tool. Do not use boxes with rounded openings. Issue 6.1 Figure 1. SIGA -278 installation 4 — Compatible Electrical Box with 'Enoch raised covets —► Key -Latch Cover Release Cover Release Scr =w Glass Rod Release Lever Figure 3. SIGA -270P, SIGC -270PB installation EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001-0279 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Back Plate Toggle S■vttch Glass Rod Release Lever Figure 2. SIGA -270, SIGC -270F, SIGC -270B installation Compatibility Signature Series manual stations are compatible only with EST's Signature Loop Controller. Warnings & Cautions This device will not operate without electrical power. As fires frequently cause power interruption, we suggest you discuss further safeguards with your local fire protection specialist. Application The operating characteristics of the fire alarm stations are deter- mined by their sub -type code or "Personality Code ". NORMALLY - OPEN ALARM - LATCHING ( Pesonality Code 1) is assigned by the factory; no user configuration is required. The device is configured for Class B IDC operation. An ALARM signal is sent to the loop controller when the station's pull lever is operated. The alarm condition is latched atthestation. Page 3 of 4 Catalog Number SIGA -270 SIGC -270F SIGC -270B SIGA -270P SIGC -270PB SIGA -278 Description Single Action - One Stage Single Action -Two Stage (Presignal) Double Action - One Stage Addressing Requirements Uses 1 Module Address Uses 2 Module Addresses Uses 1 Module Address Operating Current Standby = 250pA Activated = 400pA Standby = 396pA Activated = 680µA Standby = 250pA Activated = 400pA Construction & Finish Diecast Zinc - Red Epoxy w /Aluminum markings Lexan - Red w/White markings Type Code Factory Set Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal) Storage and Operating Environment Operating Temperature: 32 °F to 120 °F (0 °C to 49 °C) Storage Temperature: -4 °F to 140 °F ( -20 °C to 60 °C) Humidity: 0 to 93% RH LED Operation On -board Green LED - Flashes when polled On -board Red LED - Flashes when in alarm Both LEDs - Glow steady when in alarm (stand- alone) Compatibility Use With: Signature Loop Controller Agency Listings UL, ULC (note 1), MEA, CSFM Note 1: SIGC -270F, SIGC -270B and SIGC -270PB are ULC listed only. Suffix "F" indicates French markings. Suffix "B" indicates English /French bilingual markings. Catalog Number Description Ship Wt. Ibs (kg) SIGA -270 One Stage Fire Alarm Station, English Markings - UL/ULC Listed 1 (.5) SIGC 270F One Stage Fire Alarm Station, French Markings - ULC Listed SIGC-270B One Stage Fire Alarm Station, French /English Markings - ULC Listed SIGA -270P Two Stage (Presignal) Fire Alarm Station, English Markings - UL/ULC Listed SIGC -270PB Two Stage (Presignal) Fire Alarm Station, French /English Markings - ULC Listed SIGA -278 Double Action (One Stage) Fire Alarm Station, English Markings - UL/ULC Listed ACCESSORIES 32997 GA Key w/Tag - for pre - signal station (CANADA ONLY) .1 (.05) 276-K2 GA Key - for pre - signal station (USA ONLY) 27165 12 Glass Rods - for SIGA -270 series (CANADA ONLY) 270 -GLR 20 Glass Rods - for SIGA -270 series (USA ONLY) 276 -GLR 20 Glass Rods - for SIGA -278 series 276B-RSB Surface Mount Box, Red - for SIGA pull stations 1 (.6) Specifications Table Ordering Information Table © 2003 EST Page 4 of 4 Testing S- Maintenance To test (or reset) the station simply open the station and operate the exposed switch. The SIGA -270 series are opened with a tool; the SIGA -278 requiresthe key which is supplied with thatstation. The station's automatic self- diagnosis identifies when it is defective and causes a trouble message. The user - friendly maintenance program showsthe current state of each Signature series device and other pertinent messages. Single devices may be deactivated temporarily, from the control panel. Availability of maintenance features is dependent on thefire alarm system used. Scheduled maintenance (Regular or Selected) for proper system operation should be planned to meetthe requirements of the Authority Having Jurisdiction (AHJ). Referto current NFPA72 and ULC CAN /ULC 536 standards. EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subjectto change without notice. For more information or questions relative to this Specification Sheet, contact EST. Literature Sheet #85001 -0279 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Printed in U.S.A. (origin) Issue 6.1 A product of EST Marketing, Sarasota. FL • EDWARDS SYSTEMS TECHNOLOGY Compatibility QS4 /QS1 EST2 EST3 IRC -3 /FCC Intelligent Photoelectric Smoke Detector Model SIGA -PS Note: Some features described here may not be supported by all control systems. Check your control panel's Installation and Operation Guide for details. Features • Integral microprocessor • Non - volatile memory • Automatic mapping device • Electronic addressing • Environmental compensation • Intelligentdetector • Wide 0.67% to 3.77 % /ft. sensitivity range • Twenty pre -alarm sensitivity values, set in 5% increments' • Identification of dirty or defective detectors • Automatic day /night sensitivity adjustment • Twin RED /GREEN status LEDs • Standard, relay, fault isolator, and audible mounting bases • Designed and manufactured to ISO 9001 standards Description EST's Signature Series Model SIGA -PS Intelligent Photoelectric Smoke Detector gathers analog information from its smoke sensing element and converts it into digital signals. The detector's on- board microprocessor measures and analyzes these signals. It compares the information to historical readings and time patterns to make an alarm decision. Digital filters remove signal patterns that are not typical of fires. Unwanted alarms are virtually elimi- nated. The microprocessor in each detector provides four additional benefits -Self-diagnostics and History Log, Automatic Device Mapping, . Stand -alone Operation and Fast, Stable Communication. Self- diagnostics and History Log - Each Signature Series detector constantly runs self- checks to provide important maintenance information. The results of the self -check are automatically updated and permanently stored in the detector's non - volatile memory. This information is accessible for review any time at the control panel, PC, or by using the SIGA -PRO Signature Program /Service Tool. t MEA INTELLIGENTINITIATING DEVICES I CE Application Notes Available The information stored in the detector's memory includes: - detector type, serial number, and address - date of manufacture, hours of operation, and last maintenance date - current detector sensitivity and environmental compensation values - original detector sensitivity values upon manufacturing - number of recorded alarms and troubles - time and date of last alarm' - analog signal patterns just before the last alarm' - most recent trouble code logged by the detector — 32 possible trouble codes may be used to diagnose faults. In the unlikely eventthat an unwanted alarm does take place, the control panel's history file can be called up to help isolate the problem and prevent it from happening again. Automatic Device Mapping - The loop controller learns where each device's serial number address is installed relative to other devices on the circuit. The mapping feature provides supervision of each device's installed location to prevent a detector from being reinstalled (after cleaning etc.) in a different location from where it was originally. The history log for the detector remains relevant and intact regardless of its new location. The Signature Series Data Entry Program also uses the mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined. Layout or "as- built" drawing information showing wire branches (T- taps), devicetypes and their address are stored on disk for printing hard copy. This takes the mystery out of the installation. The preparation of "as- built" drawings isfast and efficient. Device mapping allows the Signature loop controller to discover: - unexpected additional device addresses - missing device addresses - changes to the wiring in the circuit. ' z EST3V.2onl with EST3v SIGA- PROprogrammingtool. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL941- 739 -4638; FAX941- 727 -1214 • CANADA SALES: OWEN SOUND, ON 519 - 376 -2430; FAX 519-376-7258 INTERNATIONAL SALES: 905-270-1711, FAX 905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • US. MANUFACTURING: PFITSFIEW 9 NEWPORT. ME Issue 5.1 Literature Sheet 485001 -0269 Page 1 of 4 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Stand -alone Operation: A decentralized alarm decision by the detector is guaranteed. On -board intelligence permits the detector to operate in stand -alone mode. If loop controller CPU communi- cations fail for more than four seconds, all devices on that circuit go into stand -alone mode. The circuit acts like a conventional alarm receiving circuit. Each detector on the circuit continues to collect and analyze information from its surroundings. The detector alarms if the preset smoke obscuration level is reached. If the detector is mounted to a relay base, the relay operates. Similarly, if it is mounted to an audible base, the on -board horn sounds. Fast Stable Communication: On -board intelligence means less information needs to be sent between the detector and the loop controller. Otherthan regular supervisory polling response, the detector only needs to communicate with the loop controller when it has something newto report. This provides very fast response time and allows a lower baud rate (speed) to be used for communication on the loop. The lower baud rate offers several advantages including: - less sensitivity to circuit wire characteristics - less sensitivity to noise glitches on the cable - less emitted noise from the data wiring - twisted or shielded wiring is not required. Electronic Addressing: The loop controller electronically ad- dresses each detector, saving valuabletime during system commissioning. Setting complicated switches or dials is not required. Each detector has its own unique serial number stored in its "on -board memory". The loop controller identifies each device on the circuit and assigns a "soft" address to that device's serial number. If desired, detectors can be addressed using the SIGA- PRO Signature Program /Service Tool. Environmental Compensation: Detection sensitivity is virtually independent of its installed environmentand its physical condition. Environmental compensation means the sensing element adapts to Tong -term changes caused by dirt, humidity, aging etc. It even com- pensates for small amounts of normal ambient smoke. Approximately six times every hour the detector adjusts and updates the sensitivity (% obscuration) baselinefor its sensing element. Approximately once every hourthis information iswrittento its permanent memory. The detector's "learned" baseline is not lost, even when the detector is removed for cleaning. Signature Series environmental compenstion is so reliable that it meets NFPA72 field sensitivity testing requirements— without the need for external meters. The detector's sensitivity setting selected by the installer floats up or down to remain constant relative to the changing baseline. This is called differential sensing. Sensitivity Range: The SIGA -PS Photoelectric Detector has a sensitivity range or window of 0.67% to 3.77 %. The installer selects the detector's ALARM sensitivity level from five available settings within the range. Pre - Alarm: The detector stores one of 20 pre -alarm sensitivity values to alert local personnel prior to the sensor reaching a full evacuation sensitivity. Sensitivity values can be set in 5% increments.' Automatic Day /Night Sensitivity Selection: Signature Series detectors may be programmed for different sensitivities during day and night periods. This allows the detector to be more sensitive during unoccupied periods when lower ambient background conditions are expected. Stability: The SIGA -PS detector's sensitivity remains stable in wind velocities up to 5,000ft/min (25.3 m /sec). Ambient temperature has very little affect on the detector. The detector may be installed in rooms with ambient temperatures up to 120 °F (49°C). Page 2 of 4 Status LEDs: Twin LEDs are visible from any direction. A flashing GREEN LED shows normal system polling from the loop controller. Aflashing RED LED means the detector is in alarm state. Both LEDs on steady shows alarm state -stand -alone mode. Normal GREEN LED activity is not distracting to building occupants, but can be quickly spotted by a maintenance technician. Quality and Reliability: EST detectors are manufactured in North America to strict international ISO 9001 standards. All electronics utilize surface mounttechnology (SMT) for smaller size and greater immunity to RF noise. A conformal coating is used for humidity and corrosion resistance. All critical contacts are gold plated. Installation Signature Series detectors mountto North American 1 -gang boxes, 3 -1/2 inch or 4 inch octagon boxes, and to 4 inch square electrical boxes 1 -1/2 inches (38 mm) deep. They mount to European BESA and 1 -gang boxes with 60.3 mm fixing centers. M 4.4° (112 mm) Tamper -Reslst Lever Arm i - Break off to disable - (Located on Base) Access Slot for Tamper - Resist Mechanism EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001-0269 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. 1 0.8° (20 mm) 2.0° (51 mm) Testing & Maintenance Each detector automatically identifies when it is dirty or defective and causes a "dirty detector" message. The detector's sensitivity measurement can also be transmitted to the loop controller. A sensitivity report can be printed to satisfy NFPA sensitivity meas- urements which must be conducted atthe end of the first year and every two years thereafter. The user - friendly maintenance program shows the current state of each detector and other pertinent messages. Single detectors may be turned off temporarily from the control panel. Availability of maintenancefeatures is dependent on the fire alarm system used. Scheduled maintenance (Regular or Selected) for proper detector operation should be planned to meetthe requirements of the Authority Having Jurisdiction (AHJ). Referto current NFPA72 and ULC CAN/ULC 536 standards. Compatibility The SIGA -PS detectors are compatible only with EST's Signature Loop Controller. 1 EST3V.2 Issue 6.1 Test Fire Type of Detector SIGA -IS Ion SIGA -PS Photo SIGA -HRS and SIGA -HFS Rate -of - Rise /Fixed Temp. SIGA -PHS Photo /Heat 3D SIGA -IPHS Ion /Photo /Heat 4D Open Wood optimum unsuitable optimum very suitable optimum Wood Pyrolysis suitable optimum unsuitable optimum optimum Smouldering Cotton very suitable optimum unsuitable optimum optimum Poly Urethane Foam very suitable very suitable suitable very suitable optimum n- Heptane optimum very suitable very suitable optimum optimum Liquid Fire without Smoke unsuitable unsuitable optimum very suitable very suitable Application Although photoelectric detectors have a wide range of fire sensing capabilities they are best suited for detecting slow, smoldering fires. The table below shows six standard test fires used to rate the sensitivity of smoke and heat detectors. The table indicates that no single sensing element is suited for all testfires. EST recommends that this detector be installed according to latest recognized edition of national and local fire alarm codes. Typical Wiring The detector mounting bases accept #18 AWG (0.75mm #16 (1.0mm #14AWG (1.5mm and #12 AWG (2.5mm wire sizes. Note: Sizes #16 AWG (1.0mm and #18 AWG (0.75mm are preferred for ease of installation. See Signature Loop Controller catalog sheetfor detailed wiring requirement specifications. DATA IN ( -) DATA IN ( +) From Signature Controller or Previous Device DATA IN ( -) Standard Detector Base, SIGA - SB, SIGA - SB4 DATA IN (+) From Signature Controller or Previous Device Issue 6.1 Max Resistance per Wire Must NOT Exceed 10A DATA OUT ( -) DATA OUT ( +) To Next Device Term 1 2 3 4 4 5 6 7 Description Not Used DATA IN/OUT ( +) Not Used DATA IN ( -) Remote LED ( -) Remote LED ( +) Not Used DATA OUT ( -) Isolator Detector Base, SIGA SIGA - IB4 DATA OUT ( -) DATA OUT ( +) To Next Device Term 1 2 3 4 5 6 7 Description Not Used DATA IN/OUT ( +) DATA IN ( -) Not Used Not Used DATA OUT ( -) Not Used Common DATA IN ( +) From Signature Controller or Previous Device EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001-0269 Not to be used for installation purposes. For the most current Literature and updates visit www.est.net. Relay Detector Base, SIGA -RB, SIGA -RB4 DMA IN (-) ( j r% DMA OUT ( -) From Power Supply or Previous Sounder Base 24 VDC IN ( +) 24 VDC IN ( -) Normally- Normally - Closed Open DATA OUT ( +) To Next Device Audible Detector Base, SIGA -AB4 Jumper JW1 OUT = Low Volume IN = High Volume DATA IN ( -) DATA IN ( +) From Signature Controller or Previous Device Term 1 2 3 4 4 5 6 Description Normally Open DATA IN/OUT ( +) Common DATA IN ( -) Not Used Normally- Closed DATA OUT ( -) CONTACT RATING 1.0 Amp @ 30 VDC (Pilot Duty) Jumper JW2 OUT = Steady Tone IN = Temporal Tone To Next Sounder Base or E-O-L Relay 24VDCOUT( +) 24 VDC OUT ( -) DATA OUT ( -) To Next Signature Device DATA OUT ( +) Page 3 of 4 Catalog Number SIGA -PS Sensing Element Photoelectric - Light Scattering Principle Storage & Operating Environment Air Velocity Range: 0 to 5,000 ft/min (0 to 25.39 m/s); Humidity: 0 to 93% RH, Non- Condensing Operating Temp: 32°F to 120°F (0°C to 49°C); Storage Temp: -4 °F to 140 °F (- 20 °Cto 60 °C) Sensitivity Range ULI /ULC - 0.67% to 3.77% obscuration/foot User Selected Alarm Sensitivity Settings Most Sensitive: 1.0 %/ft.; More Sensitive: 2.0 % /ft.; Normal: 2.5 %/ft.; Less Sensitive: 3.0 %/ft.; Least Sensitive: 3.5 %/ft. Pre -alarm Sensitivity 5% increments, allowing up to 20 pre -alarm settings Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal) Operating Current Quiescent: 45pA @ 19 V; Alarm: 45pA @ 19 V Emergency Stand -alone Alarm Mode: 18mA Pulse Current: 100 pA (100 msec); During Communication: 9 mA max. Construction & Finish High Impact Engineering Polymer - White Compatible Mounting Bases SIGA -SB Standard Base, SIGA -RB Relay Base, SIGA -IB Isolator Base, SIGA -AB Audible Base LED Operation On -board Green LED - Flashes when polled; On -board Red LED - Flashes when in alarm Both LEDs - Glow steady when in alarm (stand - alone) Compatible Remote Red LED (model SIGA -LED) Flashes when in alarm Compatibility Use With: SIGNATURE Loop Controller Address Requirements Uses one Device Address Agency Listings UL, ULC, MEA, CSFM UL Listed Spacing 30 ft Catalog Number Description Ship Wt. Ibs (kg) SIGA -PS Intelligent Photoelectric Detector - UL/ULC Listed .5 (.23) Accessories SIGA -SB Detector Mounting Base - Standard .2 (.09) SIGA -SB4 4-inch Detector Mounting Base c/w SIGA -TS4 Trim Skirt SIGA -RB Detector Mounting Base w /Relay SIGA -RB4 4-inch Detector Mounting Base w/Relay, c/w SIGA -TS4 Trim Skirt SIGA -IB Detector Mounting Base w /Fault Isolator SIGA -1134 4 -inch Detector Mounting Base w/ Fault Isolator, c/w SIGA -TS4 Trim Skirt SIGA -LED Remote Alarm LED SIGA -AB4 Audible (Sounder) Base .3 (0.15) SIGA -TS4 Trim Skirt (supplied with 4 -inch bases) .1 (.04) Accessories All detector mounting bases have wiring terminals that are accessible from the "room -side" after mounting the base to the electrical box. The bases mount to North American 1 -gang boxes and to 31/2 inch or 4 inch octagon boxes, 11/2 inches (38 mm) deep. They also mount to European BESA and 1 -gang boxes with 60.3 mmfixing centers. The SIGA -SB4, SIGA -RB4, and SIGA -IB4 mount to North American 4 inch sq. electrical boxes in addition to the above boxes. They include the SIGA -TS4 Trim Skirt which is used to cover the "mounting ears" on the base. SIGA -AB4 Audible Base ©1999 EST Page 4 of 4 SIGA -SB Standard Base SIGA -IB Isolator Base SIGA -RB SIGA -LED Relay Base Remote LED Standard Base SIGA -SB, SIGA-SB4 - This isthe basic mounting base for EST Signature Series detectors. The SIGA -LED Remote LED is supported by the Standard Base. Relay Base SIGA -RB, SIGA-RB4 - This base includes a relay. Normally open or closed operation is selected during installation. The dry contact is rated for 1 amp (pilot duty) @ 30 Vdc. The relay's position is supervised to avoid accidentally jarring it out of position. The SIGA -RB can be operated as a control relay if programmed to do so at the control panel (EST3 V.2 only). The relay base does not supportthe SIGA -LED Remote LED. Audible Base SIGA-AB4 - This base is designed for use where localized or group alarm signaling is required. When the detector senses an alarm condition, the audible base emits a local alarm signal. The optional SIGA -CRR Polarity Reversal Relay can be used for sounding to other audible bases on the same 24 Vdc circuit. Relay and Audible Bases operate as follows: - at system power -up or reset, the relay is de- energized - when a detector is installed in the base with the power on, the relay energizes for four seconds, then de- energizes - when a detector is removed from a base with the power on, the relay is de- energized - when the detector enters the alarm state, the relay is energized. Isolator Base SIGA -IB, SIGA -IB4 - This base includes a built -in line fault isolator for use on Class A circuits. A detector must be installed for it to operate. The isolator base does not support the SIGA -LED Remote LED. The isolator operates as follows: - a short on the line causes all isolators to open within 23 msec - at 10 msec intervals, beginning on one side of the Class A circuit nearest the loop controller, the isolators close to provide the next isolator down the line with power - when the isolator nexttothe short closes, reopens within 10 msec. The process repeats beginning on the other side of the loop controller. Remote LED SIGA -LED - The remote LED connects to the SIGA -SB or SIGA -SB4 Standard Base only. It features a North American size 1 -gang plastic faceplate with awhitefinish and red alarm LED. SIGA -TS4 Trim Skirt - Supplied with 4 inch bases, it can also be ordered separately to use with the other bases to help hide surface imperfections not covered by the smaller bases. Warnings S- Cautions This detector will not operate without electrical power. As fires frequently cause power interruption, we suggest you discuss further safeguards with yourfire protection specialist. This detector will NOT sense fires that start in areas where smoke cannot reach the detector. Smoke from fires in walls, roofs, or on the opposite side of closed doors may not reach the detector to alarm it. Specifications Ordering Information EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. Literature Sheet #85001 -0269 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Printed in U.S.A Issue 5.1 A product of EST Marketing, Sarasota, FL EDWARDS SYSTEMS TECHNOLOGY Intelligent Heat Detectors Models SIGA -HFS & SIGA -HRS Features Note: Some features described here may not be supported by all control systems. Check your control panel's Installation and Operation Guide for details. • 70 foot (21.3 meter) spacing • 15 °F (9 °C) /min rate -of- rise /135 °F (57 °C) ft. and 135 °F (57 °C) fixed temperaturetype • Intelligent detector c/w integral microprocessor • Non - volatile memory • Automatic device mapping • Electronic addressing • Identification of defective detectors • Twin RED /GREEN status LEDs • Standard, relay, fault isolator, and audible mounting bases • Designed and manufactured to ISO 9001 standards Description EST's Signature Series Model SIGA -HFS and SIGA -HRS Intelligent Heat Detectors gather analog information from their fixed temperature and /or rate -of -rise heat sensing elements and converts it into digital signals. The detector's on -board microprocessor measures and analyzes these signals. It comparesthe information to historical readings and time patterns to make an alarm decision. Digital filters remove signal patterns that are not typical of fires. Unwanted alarms arevirtuallyeliminated. The microprocessor in each detector provides four additional benefits - Self- diagnostics and History Log, Automatic Device Mapping, Stand -alone Operation and Fast, Stable Communication. Self- diagnostics and History Log - Each Signature Series detector constantly runs self - checksto provide important maintenance information. The results of the self -check are automatically updated and permanently stored in the detector's non - volatile memory. This information is accessible for review anytime at the control panel, PC, or by using the SIGA -PRO Signature Program /Service Tool. Issue 6 Literature Sheet #85001-0243 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. INTELLIGENTINITIATING DEVICES Compatibility 4 QS4 /QS1 EST2 EST3 I RC -3 /FCC The information stored in the detector's memory includes: - detector type, serial number, and address - date of manufacture, hours of operation, and last maintenancedate - currentdetector (ambient)temperature values - current detector sensitivity and environmental compensation values - number of recorded alarms and troubles - time and date of last alarms - analog signal patterns just before the last alarm - most recent trouble code logged by the detector — 32 possible trouble codes may be used to diagnose faults. In the unlikely eventthat an unwanted alarm doestake place, the control panel's history file can be called up to help isolate the problem and prevent it from happening again. Automatic Device Mapping - The loop controller learns where each device's serial number address is installed relative to other devices on the circuit. This mapping feature provides supervision of each device's installed location to prevent a detector from being reinstalled (after cleaning etc.) in a different location from where it was originally. The history log for the detector remains relevant and intact regardless of its new location. The Signature Series Data Entry Program also uses the mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined. Layout or "as- built" drawing information showing wire branches (T- taps), device types and their address are stored on disk for printing hard copy. This takes the mystery out of the installation. The preparation of as- built drawings is fast and efficient. EST3 V.2 only. 2 Retrievable with SIGH -PRO programming tool. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL 941- 739 -4638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND, ON 519-376-2430; FAX519- 376 -7258 INTERNATIONAL SALES: 905-270-1711; FAX 905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELDE NEWPORT, ME Page 1 of 4 Catalog Number SIGA -HFS SIGA -HRS Heat Sensing Element Fixed Temperature Fixed & Temperature/ Rate -of -Rise Alarm Point Alarms at 135 °F (57 °C) Ambient Alarms at 135 °F (57 °C) Ambient or Temp. increase above 15 °F (9 °C) per min. UL Listed Detector Spacing 70 feet (21.3 meters) center to center spacing Operating and Storage Environment Operating Temp: 32 °F to 100 °F (0 °C to 38 °C) Storage Temp: -4 °F to 140 °F ( -20 °C to 60 °C) Humidity: 0 to 93% RH, Non - Condensing Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal) Operating Current Quiescent: 45pA @ 19 V Alarm: 45pA @ 19V Emergency Stand -alone Alarm Mode: 18mA Pulse Current: 100pA (100 msec) Construction & Finish High Impact Engineering Polymer - White Compatible Mounting Bases SIGA -SB Standard Base, SIGA -RB Relay Base, SIGA -IB Isolator Base, SIGA -AB4, SIGA -AB4G Audible Bases LED Operation On -board Green LED - Flashes when polled On -board Red LED - Flashes when in alarm; Both LEDs - Glow steady when in alarm (stand - alone) Compatible Remote Red LED (model SIGA -LED) Flashes when in alarm Compatibility Use With: SIGNATURE Loop Controller Address Requirements Uses one device address Agency Listings UL, ULC, MEA, CSFM Device mapping allows the Signature loop controller to discover: - unexpected additional device addresses - missing device addresses - changes to the wiring in the circuit. Stand -alone Operation - A decentralized alarm decision by the detector is guaranteed. On -board intelligence permits the detector to operate in stand -alone mode. If loop controller CPU communi- cations fail for more than four seconds, all devices on that circuit go into stand -alone mode. The circuit acts like a conventional alarm receiving circuit. Each detector on the circuit continues to collect and analyze information from its surroundings. Both the SIGA -HRS and SIGA -HFS detectors alarm if the ambienttempera- ture increases to 135 °F (57 °C) orforthe SIGA -HRS only, the temperature increases at a rate exceeding 15 °F (9 °C) /minute. If the detector is mounted to a relay base, the relay operates. Similarly, if it is mounted to an audible base, the on -board horn sounds. Fast Stable Communication - On -board intelligence means less information needs to be sent between the detector and the loop controller. Otherthan regular supervisory polling response, the detector only needs to communicate with the control panel when it has something new to report. This provides very fast control panel response time and allows a lower baud rate (speed) to be used for communication on the circuit. The lower baud rate offers several advantages including: - less sensitivity to circuit wire characteristics - less sensitivity to noise glitches on the cable - less emitted noise from the data wiring - twisted or shielded wiring is not required Electronic Addressing - The loop controller electronically ad- dresses each detector, saving valuabletime during system commissioning. Setting complicated switches or dials is not required. Each detector has its own unique serial number stored in its on -board memory. The loop controller identifies each device on the circuit and assigns a "soft" address to that device's serial number. If desired, detectors can be addressed using the SIGA - PRO Signature Program /Service Tool. Installation Spacing - The SIGA -HFS (fixed temperature) and the SIGA -HRS (fixed temperature /rate -of -rise combination) intelligent heat detectors are rated for installation at up to 70 foot (21.3 meter) spacing. These detectors may be installed in rooms with ambient temperatures up to 100 °F (38 °C). Status LEDs - Twin LEDs are visible from any direction. A flashing GREEN LED shows normal system polling from the loop controller. A flashing RED LED means the detector is in alarm state. Both LEDs on steady shows alarm state - stand -alone mode. Normal GREEN LED activity is not distracting to building occupants, but can be quickly spotted by a maintenancetechnician. Quality and Reliability - EST detectors are manufactured in North America to strict international ISO 9001 standards. All electronics utilize surface mount technology (SMT) for smaller size and greater immunity to RF noise. A conformal coating is used for humidity and corrosion resistance. All critical contacts are gold plated. Compatibility The SIGA -HFS and SIGA -HRS detectors are compatible only with EST's Signature Loop Controller. Page 2 of 4 Specifications Table 4.4° (112 mm) Tamper - Resist Lever Arm i - Break off to disable - (Located on Base) Access Slot for Tamper - Resist Mechanism EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0243 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Installation Signature Series detectors mountto North American 1 -gang boxes, 3 -1/2 inch or 4 inch octagon boxes, and to 4 inch square electrical boxes 1 -1/2 inches (38 mm) deep. They mount to European BESA and 1 -gang boxes with 60.3 mm fixing centers. 0.8° (20 mm) 2.0° (51 mm) Issue 6 Test Fire Type of Detector SIGA -IS Ion SIGA -PS Photo SIGA -HRS and SIGA -HFS Rate -of -Rise/ Fixed Temp. SIGA -PHS Photo Heat 3D SIGA -IPHS Ion /Photo /Heat 4D Open Wood optimum unsuitable optimum very suitable optimum Wood Pyrolysis suitable optimum unsuitable optimum optimum Smouldering Cotton very suitable optimum unsuitable optimum optimum Poly Urethane Foam very suitable very suitable suitable very suitable optimum n- Heptane optimum very suitable very suitable optimum optimum Liquid Fire without Smoke unsuitable unsuitable optimum very suitable very suitable • • • Application The table below shows six standard testfires used to rate the sensitivity of smoke and heat detectors. The table indicates that no single sensing element is suited for all testfires. EST recommends that this detector be installed according to latest recognized edition of national and local fire alarm codes. Typical Wiring The detector mounting bases will accept #18 AWG (0.75mm #16 (1.Omm #14 (1.5mm and #12 AWG (2.5mm wire sizes. Note: Sizes #16 AWG (1.0mm and #18 AWG (0.75mm are preferred for ease of installation. See Signature Loop Controller catalog sheetfordetailed wiring requirement specifications. Standard Detector Base, SIGA -SB, SIGA -SB4 DATA IN (-) DATA OUT ( -) DATA IN ( +) From Signature Controller or Previous Device DATA IN ( - ) Issue 6 Max. Resistance per wire Must NOT Exceed 1052 DATA OUT ( +) To Next Device Term 1 2 3 4 4 5 6 7 Description Not Used DATA IN/OUT ( +) Not Used DATA IN ( -) Remote LED ( -) Remote LED ( +) Not Used DATAOUT( -) Isolator Detector Base, SIGA -IB, SIGA -IB4 DATA IN ( +) From Signature Controller or Previous Device Term 1 2 3 4 5 6 7 Description Not Used DATA IN /OUT ( +) DATA IN ( -) Not Used Not Used DATA OUT ( -) Not Used DATA OUT ( -) DATA OUT ( +) To Next Device Relay Detector Base, SIGA -RB, SIGA -RB4 Common DATA IN ( -) DATA IN ( +) From Signature Controller or Previous Device Volume setting Default = High volume Cut for low volume 24 Vdc in From power supply or previous base Data In From Signature controller or previous device EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0243 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Normally- Normally - Closed Open DATA OUT ( -) DATA OUT ( +) To Next Device Audible Detector Base, SIGA -AB4G 90,4 OJT V. INeOlT Term 1 2 3 4 5 6 7 Description Normally -Open DATAIN/OUT( +) Common DATA IN ( -) Not Used Normally-Closed DATAOUT( -) CONTACT RATING 1.0 Amp © 30 VDC (Pilot Duty) Tone setting Default = Temporal pattern Cut for steady tone To configure output volume or tone, cut the circuit board as shown. - 24 Vdc out + To next base or EOL relay Data out + To next Signature device Page 3 of 4 Catalog Number Description Ship Wt. Ibs (kg) SIGA -HFS Intelligent Fixed Temperature Heat Detector - UL/ULC Listed .5 (.23) SIGA -HRS Intelligent Fixed Temperature /Rate -of -Rise Heat Detector - UL/ULC Listed Accessories SIGA -SB Detector Mounting Base .2 (.09) SIGA -SB4 4 -inch Detector Mounting Base c/w SIGA -TS Trim Skirt SIGA -RB Detector Mounting Base w /Relay SIGA -RB4 4 -inch Detector Mounting Base /w Relay c/w SIGA -TS Trim Skirt SIGA -IB Detector Mounting Base w /Fault Isolator SIGA -IB4 4 -inch Detector Mounting Base w/ Fault Isolator c/w SIGA -TS Trim Skirt SIGA -LED Remote Alarm LED SIGA -AB4G Audible (Sounder) Base .3 (0.15) SIGA -TS4 Trim Skirt (supplied with 4 -inch bases) .1 (.04) Accessories All detector mounting bases have wiring terminals that are accessible from the "room -side" after mounting the base to the electrical box. The bases mount to North American 1 -gang boxes and to 31/2 inch or 4 inch octagon boxes, 1' inches (38 mm) deep. They also mount to European BESA and 1 -gang boxes with 60.3 mm fixing centers. The SIGA -SB4, SIGA -RB4, and SIGA -IB4 mount to North American four inch square electrical boxes in addition to the above boxes. They include the SIGA- TS4Trim Skirt which is used to cover the "mounting ears" on the base. The SIGA -AB4G mounts to a 4" sqare box only. SIGA -AB4G Audible Base © 2004 EST Page 4 of 4 SIGA -SB Standard Base SIGA -IB Isolator Base Ordering Information Table SIGA -RB SIGA -LED Relay Base Remote LED Standard Base SIGA -SB, SIGA -SB4 - This is the basic mounting basefor EST Signature Series detectors. The SIGA -LED Remote LED is supported by the Standard Base. Relay Base SIGA -RB, SIGA-RB4 - This base includes a relay. Normally open or closed operation is selected during installation. The dry contact is rated for 1 amp (pilot duty) @ 30 Vdc. The relay's position is supervised to avoid accidentally jarring it out of position. The SIGA -RB can be operated as a control relay if programmed to do so at the control panel (EST3 V. 2 only). The relay base does not support the SIGA -LED Remote LED. Audible Base SIGA -AB4G - This base is designed for use where localized or group alarm signaling is required. When the detector senses an alarm condition, the audible base emits a local alarm signal. The optional SIGA -CRR Polarity Reversal Relay can be used Literature Sheet #85001-0243 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. for sounding to other audible bases on the same 24 Vdc circuit. Relay and Audible Bases operate as follows: - at system power -up or reset, the relay is de- energized - when a detector is installed in the base with the power on, the relay energizes forfour seconds, then de- energizes - when a detector is removed from a base with the power on, the relay is de- energized - when the detector enters the alarm state, the relay is energized. Isolator Base SIGA -IB, SIGA-IB4 - This base includes a built -in line fault isolator for use on Class A circuits. A detector must be installed for itto operate. The isolator base does not support the SIGA -LED Remote LED. The isolator operates as follows: - a short on the line causes all isolators to open within 23 msec - at 10 msec intervals, beginning on one side of the Class A circuit nearestthe loop controller, the isolators close to provide the next isolator down the line with power - if the isolator nextto the short closes, it reopens within 10 msec. The process repeats beginning on the other side of the loop controller. Remote LED SIGA -LED - The remote LED connects to the SIGA -SB or SIGA -SB4 Standard Base only. Itfeatures a North American size 1 -gang plastic faceplate with a white finish and red alarm LED. SIGA -TS4 Trim Skirt - Supplied with 4 inch bases, it can also be ordered separately to use with the other bases to help hide surface imperfections not covered by the smaller bases. Warnings S Cautions This detector will not operate without electrical power. As fires frequently cause power interruption, we suggest you discuss further safeguards with yourfire protection specialist. This detector will NOTsense firesthat start in areas where heat cannot reach the detector. Heat from fires in walls, roofs, or on the opposite side of closed doors may not reach the detector to alarm it. The heat sensor in this device only provides a source of informa- tion to supplementthe information provided by photoelectric or ionization smoke detectors which may be located nearby. The heat detector by itself does NOT provide life safety protection. Under no circumstances should heat detectors be relied on as the sole means of fire protection. • EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. Printed in U.S.A. (origin) Issue 6 A product of EST Marketing, Sarasota, FL • • EDWARDS SYSTEMS TECHNOLOGY Compatibility 4 QS4 /QS1 EST2 EST3 IRC -3 /FCC Control Relay Modules Model SIGA -CR, SIGA -MCR, SIGA -CRR, SIGA -MCRR Features • Provides one no /nc contact (SIGA - CR/MCR) Form "C" dry relay contact can be used to control external appliances such as door closers, fans, dampers etc. • Allows group operation of sounder bases The SIGA - CRR/MCRR reverses the polarity of its 24 Vdc output, thus activating all Sounder Bases on the data loop. • Plug -in (UIO) or standard 1 -gang mount UIO versions allow quick installation where multiple modules are required. The 1 -gang mount version is ideal for remote locations that require a single module. • Automaticdevice mapping Signature modulestransmit information tothe loop controller regarding their circuit locations with respect to other Signature devices on the wire loop. • Electronic Addressing Programmable addresses are downloaded from the loop controller, a PC, or the SIGA -PRO Signature Program /Service Tool. There are no switches or dials to set. • Intelligent devicewith microprocessor All decisions are made at the module to allow lower communi- cation speed with substantially improved control panel response time and less sensitivity to line noise and loop wiring properties; twisted or shielded wire is not required. • Ground fault detection by address Detects ground faults right down to the device level. • Non - volatile memory Permanently stores serial number, type of device, and job number. Automatically updates historic information including hours of operation, last maintenance date, number of alarms and troubles, and time and date of last alarm. • Diagnostic LEDs Flashing GREEN shows normal polling; flashing RED shows alarm /active state. • High ambient temperature operation Install in ambienttemperatures up to 120 °F (49 °C). • Designed to ISO 9001 standards All Signature products are manufactured to strict international quality standards to ensure highest reliability. INTELLIGENT INPUT /OUTPUT DEVICES Description The Control Relay Module and the Polarity Reversal Relay Module are part of EST's Signature Series system. They are intelligent analog addressable devices available in either plug -in (UIO) versions, or standard 1 -gang mountversions. The SIGA - CR/MCR Control Relay Module provides a Form "C" dry relay contact to control external appliances such as door closers, fans, dampers etc. This device does not provide supervision of the state of the relay contact. Instead, the on -board microprocessor ensuresthatthe relay is in the proper ON /OFF state. Upon command from the loop controller, the SIGA- CR/MCR relay activates the normally open or normally - closed contact. The SIGA - CRR/MCRR Polarity Reversal Relay Module provides a Form "C" dry relay contact to power and activate a series of SIGA - AB4G Audible Sounder Bases. Upon command from the Signature loop controller, the SIGA -CRR reverses the polarity of its 24 Vdc output, thus activating all Sounder Bases on the data loop. Standard -mount versions (SIGA -CR and SIGA -CRR) are installed to standard North American 1 -gang electrical boxes, making them ideal for locations where only one module is required. Separate I/O and data loop connections are made to each module. Plug -in UIO versions (SIGA -MCR and SIGA -MCRR) are part of the UIO family of plug -in Signature Series modules. Theyfunction identicallytothe standard mount versions, buttake advantage of the modular flexibility and easy installation that characterizes all UIO modules. Two- and six - module UIO motherboards are available. All wiring connections are made to terminal blocks on the motherboard. UIO assemblies may be mounted in EST enclosures. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL 941-739-4638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND, ON519 - 376-2430 ; FAX 519 - 376 -7258 INTERNATIONAL SALES: 905-270-1711; FAX 905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • US. MANUFACTURING: PITTSFIELDB NEWPORT, ME Issue 7 Literature Sheet #85001 -0239 Page 1 of Not to be used for Installation purposes. For the most current literature and updates visit www.eat.net. e Installation SIGA -CR and SIGA -CRR: modules mount to North American 2Y2 inch (64 mm) deep 1 -gang boxes and 1 inch (38 mm) deep 4 inch square boxes with 1 -gang covers and SIGA -MP mounting plates. The terminals are suited for #12 to #18 AWG (2.5 mm to 0.75 mm wire size. SIGA -MCR and SIGA -MCRR: mount the UIO motherboard inside a suitable EST enclosure with screws and washers provided. Plug the module into any available position on the motherboard and secure the module to the motherboard with the captive screws. Wiring connections are made to the terminals on the motherboard (see wiring diagram). UIO motherboard terminals are suited for #12 to #18 AWG (2.5 mm to 0.75 mm wire size. Page 2 of 6 Cabinet or electrical enclosure Compatible electrical box Wall plate, white (1 -gang) Captive screws Electronic Addressing - The loop controller electronically ad- dresses each module, saving valuable time during system com- missioning. Setting complicated switches or dials is not required. Each module has its own unique serial number stored in its on- board memory. The loop controller identifies each device on the loop and assigns a "soft" address to each serial number. If desired, the modules can be addressed using the SIGA -PRO Signature Program /Service Tool. EST recommends that this module be installed according to latest recognized edition of national and local fire alarm codes. EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001-0239 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Application The operation of Signature Series control relays is determined by their sub -type code or "Personality Code." Personality Code 8: CONTROL RELAY (SIGA - CR/MCR) - Dry Contact Output. This setting configures the module to provide one Form "C" DRY RELAY CONTACT to control Door Closers, Fans, Dampers, etc. Contact rating is 2.0 amp @ 24 Vdc; 0.5 amp @ 120 Vac (or 220 Vac for non -UL applications). Personality Code 8 is assigned at the factory. No user configuration is required. Personality Code 8: POLARITY REVERSAL RELAY MODULE (SIGA- CRR/MCRR). This setting configures the module to reverse the polarity of its 24 Vdc output. Contact rating is 2.0 amp @ 24 Vdc (pilot duty). Personality Code 8 is assigned at the factory. No user configuration is required. Compatibility The Signature Series modules are compatible only with EST's Signature Loop Controller. Warnings Er Cautions This module will not operate without electrical power. As fires frequently cause power interruption, we suggest you discuss further safeguards with your local fire protection specialist. Testing Ft Maintenance The module's automatic self- diagnosis identifies when it is defective and causes a trouble message. The user - friendly maintenance program shows the current state of each module and other pertinent messages. Single modules may be turned off (deactivated) temporarily, from the control panel. Availability of maintenancefeatures is dependent on the fire alarm system used. Scheduled maintenance (Regular or Selected) for proper system operation should be planned to meetthe requirements of the Authority Having Jurisdiction (AHJ). Refer to current NFPA72 and ULC CAN/ULC 536 standards. Issue 7 0 • • 1 • • • Typical Wiring Modules will accept #18 AWG (0.75mm #16 (1.0mm #14AWG (1.50mm and #12 AWG (2.5mm wire sizes. Note: Sizes #16 AWG (1.0mm and #18 AWG (0.75mm are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Normally - Open Common f DATA IN ( +) DATA IN ( -) From Signature Controller or Previous Device Data In + Data Out_ Green LED (Normal) Red LED (Active) Issue 7 Normally - Closed Red LED (Alarm /Active) SIGA -CR Control Relay Normally Open Common Normally Closed 1234 Green LED (Normat) No connections required for SIGA -MCR. Other modules may require connections. SIGA -MCR Control Relay Notes A Refer to Signature Loop Controller Installation Sheet ■ DATA OUT ( +) 1 for wiring specifications. 0. DATA OUT ( -) J ® NFPA 72 requires that the SIGA- CR/SIGA -MCR be installed in the same room as the device it is To Next Device controlling. This requirement may not apply in all markets. Check with your local AHJ for details. ® The SIGA -UIO6R and the SIGA -UIO2R do not come with TB14. ® The SIGA -U106 does not come with TB8 through TB13. A Supervised and power - limited. ® If the source Is nonpower - limited, maintain a space of 1/4 inch from power - limited wiring or use FPL, FPLP, FPLR, or an equivalent in accordance with the National Electrical Code. 7) Maximum #12 AWG (2.5mm wire. Min. #18 (0.75mm No connections required for SIGA -MCR. Other modules may require connections. EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #86001 -0239 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Page 3 of 6 Typical Wiring Modules will accept #18 AWG (0.75mm #16 (1.0mm #14 AWG (1.50mm and #12 AWG (2.50mm wire sizes. Note: Sizes #16 AWG (1.0mm and #18 AWG (0.75mm are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Listed 24 VDC Nominal Power Supply Signature Controller !S • SIGA -CT1 Notes A Refer to the Signature controller installation sheetfor wiring. A One Pair ofWires(24Vdcpower). A One Pair of Wires (Signature Data). A Single Wire (24Vdc power). A The SIGA-U106R a nd the SIGA- UIO2Rdo not come wihTB14. A The SIGA- UI06does not come with TBBthrough TB13. 8 Supervised and power- limited. A If the source is nonpower- limited, maintain a space of 1 /4inchfrom power - limited wiring or use FPL, FPLP, FPLR, or an equivalent in accordancewithth e National Electrical Code. 9 Maximum #12AWG (2.5 mm wire; Minimum #18 AWG (0.75 mm 10 End -of -Line Relay must monitor and report power supplytroubleto control panel. 11 Class B Data wiring maybe"T-tapped.' Page 4 of 6 SIGA -AB4G Audible Base Optional SIGA -CR for disabling/disconnecting sounder base Data Out Signature Data Circuit Data In Green LED (Nonnal) Red LED (Active) Optional sIGA -MCRR or SIGA -MCR for disabling/disconnecting an audible base. SIGA -AB4G Audible Base UL/ULC Listed 24 Vdc power suPPIY 8 7 • • • SIGA -CT1 A No connections required for SIGA -MCRR. Other modules may require connections. Green LED (Nomel) Red LED (Active) No connections required for SIGA -MCRR. Other modules may require connections. Signature Data Data out • circuit Audible Bases SIGA -AB4G Audible Base / ® O O ®` 5 2 0 z t? C9 ce to 0 1.-,E 4 I No connections required for SIGA -MCRR. Other modules may require connections. EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0239 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. SIGA -MCRR For normal operation For General Fire Alarm Operation 6254A -003 EOL Relay EOL Relay required for supevision S GA -NICRR s10A- Uto(R) series motherboard Issue 7 Catalog Number SIGA -CR I SIGA -MCR SIGA -CRR 1 SIGA -MCRR Description Control Relay Polarity Reversal Relay Type Code Personality Code 8 (Factory Set) Address Requirements Uses 1 Module Address Operating Current Standby = 100NA Activated = 100µA Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal) Relay Type and Rating Form "C" 24 VDC = 2 amps (pilot duty) 120 Vac = 0.5 amps 220 Vac (non -UL) = 0.5 amps Mounting North American 2 inch (64 mm) deep 1 -gang boxes and 1 inch (38 mm) deep 4 inch square boxes with 1 -gang covers and SIGA -MP mounting plates Plugs into UIO2R, U106R or U106 Motherboards North American 2 inch (64 mm) deep 1 -gang boxes and 1 inch (38 mm) deep 4 inch square boxes with 1 -gang covers and SIGA -MP mounting plates Plugs into U102R, UI06R or U106 Motherboards Construction & Finish High Impact Engineering Polymer Storage and Operating Environment Operating Temperature: 32°F to 120 °F (0o to 49 °C) Storage Temperature: -4 °F to 140°F (-20°C to 60°C) Humidity: 0 to 93% RH LED Operation On -board Green LED - Flashes when polled On -board Red LED - Flashes when in alarm /active Compatibility Use With: Signature Loop Controller Agency Listings UL, ULC, CSFM, MEA Catalog Number Description Ship Weight - Ibs (kg) SIGA -CR Control Relay Module (Standard Mount) - UL/ULC Listed 0.4 (0.15) SIGA -MCR Control Relay Module (UIO Mount) - UL Listed 0.18 (0.08) SIGA -CRR Polarity Reversal Relay Module (Standard Mount) - UL/ULC Listed 0.4 (0.15) SIGA -MCRR Polarity Reversal Relay Module (U10 Mount) - UL Listed 0.18 (0.08) Related Equipment 27193 -11 Surface Mount Box - Red, 1 -gang 1 (0.6) 27193 -16 Surface Mount Box - White, 1 -gang 1 (0.6) SIGA -UIO2R Universal Input - Output Module Board w /Riser Inputs - Two Module Positions 0.32 (0.15) SIGA -U106R Universal Input - Output Module Board w /Riser Inputs - Six Module Positions 0.62 (0.28) SIGA -U106 Universal Input - Output Module Board - Six Module Positions 0.56 (0.25) SIGA -AB4G Audible (Sounder) Detector Base 0.3 (0.15) Accessories MFC -A Multifunction Fire Cabinet - Red, supports Signature Module Mounting Plates 7.0 (3.1) SIGA -MP1 Signature Module Mounting Plate, 1 footprint 1.5 (0.70) SIGA -MP2 Signature Module Mounting Plate, 1/2 footprint 0.5 (0.23) SIGA -MP2L Signature Module Mounting Plate, 1/2 extended footprint 1.02 (0.46) Specifications Ordering Information EDWARDS SYSTEMS TECHNOLOGY Issue 7 Literature Sheet #85001-0239 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Page 6 of 6 Description (Signature Overview) The Signature Series intelligent analog - addressable system from Edwards Systems Technology is an entire family of multi- sensor detectors and mounting bases, multiple- function input and output modules, network and non - network control panels, and user - friendly maintenance and service tools. Analog information from equipment connected to Signature devices is gathered and converted into digital signals. An onboard microprocessor in each Signature device measures and analyzes the signal and decides whether or not to input an alarm. The microprocessor in each Signature device provides four additional benefits - Self- diagnos- tics and History Log, Automatic Device Mapping, Stand -alone Operation and Fast, Stable Communication. Self- diagnostics and History Log - Each Signature Series device constantly runs self- checks to provide important maintenance information. The results of the self -check are automatically updated and permanently stored in its non - volatile memory. This information is accessible for review any time at the control panel, PC, or using the SIGA -PRO Signature Program /Service Tool. The information stored in device memory includes: • Device serial number, address, and type • Date of manufacture, hours of operation, and last maintenance date • Number of recorded alarms and troubles • Time and date of last alarm • Most recent trouble code logged by the detector — 32 possible trouble codes may be used to diagnose faults. Automatic Device Mapping -The Signature Data Controller (SDC) leams where each device's serial number address is installed relative to other devices on the circuit. The SDC keeps a map of all Signature Series devices connected to it. The Signature Series Data Entry Program also usesthe mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined. Layout or "as- built" drawing information showing branch wiring (T- taps), device types and their address are stored on disk for printing hard copy. Thistakes the mystery out ofthe installation. The preparation of as -built drawings isfastand efficient. Device mapping allows the Signature Data Controllerto discover: • Unexpected additional device addresses • Missing device addresses • Changes to the wiring in the circuit. Most Signature modules use a personality code selected by the installerto determine their actual function. Personality codes are downloaded from the SDC during system configuration and are indicated during device mapping. 1 EST3 V.2 only. 2 Retrievable with SIGA -PRO programming tool. ©2004 EST Page 6 of 6 Standalone Operation - A decentralized alarm decision by the device is guaranteed. Onboard intelligence permits the device to operate in standalone (degrade) mode. If Signature loop controller CPU communications fail for more than four seconds, all devices on that circuit go into standalone mode. The circuit acts like a conventional alarm receiving circuit. Each Signature device on the circuit continues to collect and analyze information from its slave devices. When connected to a panel utilizing standalone operation, modules with their "personality" set as alarm devices (IDC) will alarm should their slave alarm - initiating device activate. Fast Stable Communication - Built -in intelligence means less information needs to be sent between the device and the Signature Data Controller (SDC). Other than regular supervisory polling response, Signature devices only need to communicate withthe SDC when they have something new to report. This provides very fast control panel response and allows a lower baud rate (speed) to be used for communication on the circuit. The lower baud rate offers several advantages including: • Less sensitivity to circuit wire characteristics • Less sensitivity to noise glitches on the cable • Less emitted noise from the data wiring • Twisted or shielded wiring is not required. Diagnostic LEDs -Twin LEDs on most Signature devices provide visual indication of normal and alarm- active conditions. Aflashing green LED shows normal system polling. Aflashing red LED means the module is in alarm- active state. Both LEDs on steady indicates alarm- active state - standalone mode. Testing Er Maintenance - Automatic self- diagnosis identifies when a Signature device is defective and causes a trouble message. The user - friendly maintenance program shows the current state of each device and other pertinent information. Single devices may be turned off temporarily, from the control panel. Scheduled mainte- nance (Regular or Selected) for proper system operation should be planned to meet the requirements of the Authority Having Jurisdiction (AHJ). Refer to current NFPA 72 and ULC CAN /ULC 536 standards. Quality and Reliability- EST Signature devices are manufactured in North America to strict international ISO 9001 standards. All electron- ics utilize surface mounttechnology (SMT) for smaller size and greater immunity to RF noise. A conformal coating is used for humidity and corrosion resistance. EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. AU specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. Literature Sheet #85001-0239 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Printed in U.S.A. (origin) Issue 7 A product of EST Marketing, Sarasota, FL t EDWARDS SYSTEMS TECHNOLOGY Signal Modules Models: SIGA -CC 1, SIGA -MCC1, SIGA -CC2 Ft SIGA -MCC2 Features • Single and Dual input (riser) select Use for connecting supervised 24Vdc AudibleNisible signal circuits, or 25 and 70 VRMS Audio Evacuation and Telephone circuits to their power inputs. • Ring -tone generator When configuredfortelephonecircuits ,theSIGA -CC1 generates its own ring -tone signal eliminating the need for a separate ring - tone circuit. • Plug -in (UIO) or standard 2 -gang mount UIO versions allow quick installation where multiple modules are required. The 2 -gang mount version is ideal for remote locations that require a single module. • Automatic device mapping Signature modules transmit information to the loop controller regarding their circuit locations with respectto other Signature devices on the wire loop. • Electronic addressing Programmable addresses are downloaded from the loop controller, a PC, orthe SIGA -PRO Signature Program /Service Tool; there are no switches or dials to set. • Intelligent device with microprocessor All decisions are made at the module to allow lower communi- cation speed with substantially improved control panel response time and less sensitivity to line noise and loop wiring properties; twisted or shielded wire is not required. • Non - volatile memory Permanently stores serial number, type of device, and job number. Automatically updates historic information including hours of operation, last maintenance date, number of alarms and troubles, and time and date of last alarm. • Ground fault detection by address Detects ground faults right down to the device level. • Diagnostic LEDs Flashing GREEN shows normal polling; flashing RED shows alarm /active state. • High ambient temperature operation Install in ambienttemperatures up to 120 °F (49 °C). • Designed to ISO 9001 standards All Signature products are manufactured to strict international quality standardsto ensure highest reliability. INTELLIGENT INPUT /OUTPUT DEVICES Compatibility-) QS4 /QS1 ! EST2 EST3 IRC-3/FCC Description SIGA- CC1 /MCC1 Single Input Signal Modules and SIGA -CC2/ MCC2 Dual Input Signal Modules are part of EST's Signature Series system. They are intelligent analog addressable devices used for connecting, upon command from the loop controller, supervised Class B signal or telephone circuits to their respective power inputs. The power inputs may be polarized 24 Vdc to operate audible and visible signal appliances or 25 and 70 VRMS to operate audio evacuation speakers and firefighter's telephones. The actual operation of the SIGA- CC1 /MCC1 and SIGA - CC2 /MCC2 is determined by the "personality code" selected by the installer. It is downloaded to the module from the Signature loop controller during system configuration. The SIGA -CC1 and SIGA -CC2 mountto standard North American two -gang electrical boxes, making them ideal for locations where only one module is required. Separate I/O and data loop connec- tions are made to each module. The SIGA -MCC1 and SIGA -MCC2 are part of the UIO family of plug -in Signature Series modules. Theyfunction identicallyto the SIGA -CC1 and SIGA -CC2, buttake advantage of the modular flexibility and easy installation that characterize all UIO modules. Two- and six - module UIO motherboards are available. These can accommodate individual risers for each on -board module, or risers that are shared by any combination of its UIO modules. All wiring connections are made to terminal blocks on the motherboard. UIO assemblies may be mounted in EST enclosures. EDWARDS SYSTEMS TECHNOLOGY US. SALES: SARASOTA, FL941- 739 -4638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND, ON 519- 376 -2430; FAX 519-376-7258 INTERNATIONALSALES : 905 - 270 -1711; FAX 905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S.MANUFACTURING: &NEWPORT, ME Issue 9 Literature Sheet #85001 -0237 Page 1 of 6 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Installation The SIGA -CC1 and SIGA -CC2: mountto North American 2 -1/2 inch (64 mm) deep two -gang boxes and 1 -1/2 inch (38 mm) deep 4 -inch square boxes with two -gang covers and SIGA -MP mounting plates. The terminals are suited for #12 to #18 AWG (2.5 mm 0.75 mm wire size. Page 2 of 6 SIGA -MCC1 and SIGA -MCC2: mountthe UIO motherboard inside a suitable EST enclosure with screws and washers provided. Plug the SIGA -MCC1 or SIGA -MCC2 into any available position on the motherboard and securethe moduleto the motherboard with the captive screws. Wiring connections are made to the terminals on the motherboard (see wiring diagram). UIO motherboard terminals are suited for #12 to #18 AWG (2.5 mm 0.75 mm wire size. U10 Motherboard 642 Self- tapping scrows Cabinet or electrical enclosure Captive screws EST recommends thatthis module be installed according to latest recognized edition of national and local fire alarm codes. Electronic Addressing - The loop controller electronically ad- dresses each module saving valuable time during system commis- sioning. Setting complicated switches or dials is not required. Each module has its own unique serial number stored in its on- board memory. The loop controller identifies each device on the loop and assigns a "soft" address to each serial number. If desired, the modules can be addressed using the SIGA -PRO Signature Program /Service Tool. Personality Codes 5 and 6 apply to the SIGA- CC1 /MCC1 only and are assigned by the installer. Code 7 applies to the SIGA -CC2/ MCC2 only. It isfactory assigned; no user configuration is required. EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0237 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Application The operation ofthe SIGA- CC1 /MCC1 and SIGA - CC2 /MCC2 is determined by their sub -type code or "Personality Code ". The code is selected by the installer depending upon the desired application and is down - loaded from the loop controller. Codes 5 and 6 apply to the SIGA- CC1 /MCC1 only. Code 7 is assigned to the SIGA - CC2 /MCC2 only and automatically applies to both circuits (A and B). Personality Code 5: SIGNAL POWER or AUDIO EVACUATION (SINGLE RISER). Valid forthe SIGA-CC1/MCC1 only. Configures the module for use as a Class B Audible /Visible Signal power (24 Vdc polarized) or Audio Evacuation (25 or 70 VRMS) power selector. The ring -tone generator is disabled. The output circuit is monitored for open or shorted wiring. If a short exists, the control panel inhibits the activation of the audible /visible signal circuit to prevent connection to the power circuit. Personality Code 6: TELEPHONE w /RING -TONE (SINGLE RISER). Valid for the SIGA- CC1 /MCC1 only. Configures the module for use as a Telephone power selector. When a telephone handset is plugged into its jack or lifted from its hook, the module generates its own Ring -Tone signal. A separate ring -tone circuit is not needed. The module sends this signal to the control panel to indicatethatan off -hook condition is present. When the system operator responds to the call, the ring -tone signal is disabled. Personality Code 7: SIGNAL POWER or AUDIO EVACUATION (DUAL RISER). Valid for the SIGA- CC2 /MCC2 only. Configures the module for use as a two circuit Class B AudibleNisible Signal power (24 Vdc polarized) or Audio Evacuation (25 or 70 VRMS) power selector. The single output circuit is monitored for open or shorted wiring. If a short exists, the control panel inhibits the activation of the audible /visible signal circuitto prevent connection to the power circuit. Warnings S- Cautions This module will not operate without electrical power. As fires frequently cause power interruption, we suggest you discuss further safeguards with your fire protection specialist. Compatibility The Signature Series modules are compatible only with EST's Signature Loop Controller. Testing 8S- Maintenance The module's automatic self- diagnosis identifies when it is defective and causes a trouble message. The user - friendly maintenance program showsthe current state of each module and other pertinent messages. Single modules may beturned off (de- activated) temporarily, from the control panel. Scheduled maintenance (Regular or Selected) for proper system operation should be planned to meetthe requirements of the Authority Having Jurisdiction (AHJ). Referto current NFPA 72 and ULC CAN/ULC 536 standards. Issue 9 Catalog Number SIGA -CC1 1 SIGA -MCC1 SIGA -CC2 1 SIGA -MCC2 Description Single Input (Riser) Signal Module Dual Input (Riser) Signal Module Type Code 50 (factory set) Two sub -types (personality codes) are available 51 (factory set) One sub -type (personality code) is available (factory set) Address Requirements Uses one module address Uses two module addresses Wiring Terminations Suitable for #12 to #18 AWG (2.5 mm to 0.75mm Mounting North American 21/2 inch (64 mm) deep two -gang boxes and 1' /z inch (38 mm) deep 4 inch square boxes with 2 -gang covers and SIGA -MP mounting plates Plugs into U102R, U106R or U106 Motherboards North American 2 inch (64 mm) deep two -gang boxes and 11/2 inch (38 mm) deep 4 inch square boxes with 2 -gang covers and SIGA -MP mounting plates Plugs into U102R, UI06R or U106 Motherboards Operating Current Standby = 223µA Activated = 100µA Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal) Output Rating 24 Vdc =2amps 25 V Audio = 50 watts 70 V Audio = 35 watts Construction High Impact Engineering Polymer Storage and Operating Environment Operating Temperature: 32 °F to 120 °F (0 °C to 49°C) Storage Temperature: -4 °F to 140 °F (-20°C to 60°C) Humidity: 0 to 93% RH LED Operation On -board Green LED - Flashes when polled On -board Red LED - Flashes when in alarm /active Compatibility Use with: Signature Loop Controller Agency Listings UL, ULC, CSFM, MEA Catalog Number Description Shipping Weight - Ibs (kg) SIGA -CC1 Single Input Signal Module (Standard Mount) - UL/ULC Listed 0.5 (0.23) SIGA -MCC1 Single Input Signal Module (UIO Mount) - UL/ULC Listed 0.18 (0.08) SIGA -CC2 Dual Input Signal Module (Standard Mount) - UUULC Listed 0.5 (0.23) SIGA -MCC2 Dual Input Signal Module (UIO Mount) - UL/ULC Listed 0.18 (0.08) Related Equipment 27193 -21 Surface Mount Box - Red, 2 -gang 2 (1.2) 27193 -26 Surface Mount Box - White, 2 -gang 2 (1.2) SIGA -U102R Universal Input - Output Module Board w /Riser Inputs - Two Module Positions 0.32 (0.15) SIGA -UI06R Universal Input - Output Module Board w /Riser Inputs - Six Module Positions 0.62 (0.28) SIGA -U106 Universal Input - Output Module Board - Six Module Positions 0.56 (0.25) 235196P Bi -polar Transient Protector 0.01 (0.05) Accessories MFC -A Multifunction Fire Cabinet - Red, supports Signature Module Mounting Plates 7.0 (3.1) SIGA -MP1 Signature Module Mounting Plate, 1 footprint 1.5 (0.70) SIGA -MP2 Signature Module Mounting Plate, 1/2 footprint 0.5 (0.23) SIGA -MP2L Signature Module Mounting Plate, 1/2 extended footprint 1.02 (0.46) 4 • Specifications Ordering Information Issue 9 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0237 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Page 3 of 6 Maximum Output Load 24Vdc Signals 25V Audio 70V Audio 2A 50W 35W Typical Wiring (SIGA- CC1 /MCC1) Modules will accept #18 AWG (0.75mm #16 (1.0mm #14 AWG (1.50m m and #12 (2.5mm wire sizes. Note: Sizes #16 AWG (1.0mm and #18 AWG (0.75mm are preferred for ease of installation. See Signature Loop Controller catalog sheetfor detailed wiring requirement specifications. AAA Style Y (Clam B) Red LED (Alarm /Active) From UL/ULC LLsted Control Panel RISER IN ( +) RISER IN ( -) f DATA IN ( +) 1 DATA IN ( -) From Signature Controller or Previous Device Notes A Page 4 of 6 TB2 Personality Typical Speaker Circuit Code 5 Personality Typical Telephone Circuit Code 6 Personality Typical Notification Appliance Circuit Code 5 SIGA -CC1 Green LED (Normal) For maximum wire resistance and maximum wire RISER OUT (+) To Next Device or EOL Resistor Supplied RISER OUT ( -) with UL/ULC Listed Control Panel DMA OUT ( +) }To Next Device DMA OUT ( -) distances, refer to IOMC Manual (P/N 270144). A Maximum #12 AWG (2.5mm wire. Min. #18 (0.75mm A Refer to Signature Loop Controller Installation Sheet for wiring specifications. A These modules will NOT support two -wire smoke detectors. A All wiring power limited and supervised. If the input source is non -power limited, then maintain spacing of 1/4 inch or use FPL, FPLP, FPLR or equivalent in accordance with NEC. A The SIGA -U106 does not come with TBB through TB13. A Supervised and power - limited. A If the source is nonpower - limited, maintain a space of 1/4 inch from power - limited wiring or use FPL, FPLP, FPLR, or an equivalent in accordance with the National Electrical Code. A The input for this riser is common to all modules. Data In Signalise Data Circuit Data Out UWLC Listed 47K52 EOL UWLC Listed 471((2 EOL UWLC Listed 471(52 EOL Install the BI -Polar Transient Protector (PIN 235198P) here. Green LED (Normal) Red LED (Active) AA Personality Typical Speaker Circuit Code 5 Personality Typical Telephone Clrcult Code 6 Personality Typical Notification Appliance Circuit Code 5 SIGA -UIOR series motherboard Individual Riser 1 connection. Install the jumpers between adjacent modules that use the same riser. 1234 1234 _ Riser 1 In ± + Riser 1 Out SIGA -MCC1 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0237 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Install the BI -Polar Transient Protector (P/N 23519SP) here. SIGA -ssCC1 SIGA- Uio(R) series motherboard Riser 1 Out Riser 1 In No connections required for SIGA-MCC1. Other modules may require connections. UWLC Listed 471(52 EOL UWLC Listed 471(0 EOL UWLC Listed 471(0 EOL Issue 9 • • • Maximum Output Load 24Vdc Signals 25V Audio 70V Audio 2A 50W 35W Typical Wiring (SIGA - CC2 /MCC2) Modules will accept #18 AWG (0.75mm #16 (1.0mm #14AWG (1.50mm and #12 AWG (2.5mm wire sizes. Note: Sizes #16 AWG (1.0mm and #18 AWG (0.75mm are preferred for ease of installation. See Signature Loop Controller catalog sheetfor detailed wiring requirement specifications. El-polar Transient Protector (PIN 235196P) CH2 (INPUT 2) From UL/ULC Listed RISER IN ( -) Control Panel CH2 (INPUT 2 RISER IN ( +) Red LED Warm /Active) Personality Code 7 (CHI (INPUT 1) From UL/ULC listed RISER IN ( +) Control Panel CHI (INPUT 1) RISER IN ( -) From Signature ( DATA IN (+) Coniroper or Previous ( ` Previous co DATA IN ( -) A Supervised and power - limited. Issue 9 Typical Speaker Circuit Personality Typical Notification Appl Code 7 Circuit ■ 1 111: 1I — ry I11K-` 1 Col TB2 SIGA -CC2 Notes A For maximum wire resistance and maximum wire distances, refer to IOMC Manual (PM 270144). A Maximum #12 AWG (2.5mm wire. Min. #18 (0.75mm A Refer to Signature Loop Controller Installation Sheet for wiring specifications. A These modules will NOT support two-wire smoke detectors. A All wiring power limited and supervised. If the input source is non -power limited, then maintain spacing of 1/4 inch or use FPL, FPLP, FPLR or equivalent in accordance with NEC. A The SIGA -U106 does not come with TB8 through TB13. A Supervised and power - limited when connected to a power- limited source. If the source is nonpower - limited, maintain a space of 1/4 inch from power - limited wiring or use FPL, FPLP, FPLR, or an equivalent in accordance with the National Electrical Code. A The input for this riser is common to all modules. Style Y (Class 13) To ►CH2 (INPUT 2) RISER OUT ( +) or Next e evlo r or EOL Resistor •CH2 (INPUT 2) RISER OUT ( -) Supplied with UL/ULC Listed Control Panel Green LED (Norman To Next Device •CH1 (INPUT 1) RISER OUT ( +) l or EOL Resistor ►CH1 (INPUT 1) RISER OUT ( -) Jr Supplied with ULIULC Listed Control Panel --►DATA OUT ( +) -►DATA OUT (-) To Next Device Data In Signature Data Circuit Data Out UL/ULC Listed 47K2 EOL ULAILC Listed 47K52 EOL AA ■ 1 ■ AA AVA SIGA -UIOR series motherboard individual Riser 1 connection. Install the jumpers between adjacent modules that use the same riser. 1234 (1l 1 i A BI -polar Transient Protector (P/N 235195P) Green LED (Normal) Red LED (Active) Personality Typical Speaker Circuit Code 7 Personality Typical Notification Appliance Circuit Code 7 P • • • SIGA- Ulo(R) series motherboard 1234_ Riser 1 In + 3 11 :7 . 71 . 1 + Riser 1 Out SIGA -MCC2 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0237 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. SIGA -MCC2 Riser 1 Out Riser 1 In AA Riser 2 Out ,E, Riser 2 In ULNLC Listed 47KS2 EOL UL/ULC Listed 47Kd2 EOL Page 5 of 6 Description (Signature Overview) The Signature Series intelligent analog- addressable system from Edwards Systems Technology is an entirefamily of multi- sensor detectors and mounting bases, multiple- function input and output modules, network and non - network control panels, and user - friendly maintenance and service tools. Analog information from equipment connected to Signature devices is gathered and converted into digital signals. An onboard microprocessor in each Signature device measures and analyzes the signal and decides whether or not to input an alarm. The microprocessor in each Signature device provides four additional benefits- Self - diagnos- tics and History Log, Automatic Device Mapping, Stand -alone Operation and Fast, Stable Communication. Self- diagnostics and History Log - Each Signature Series device constantly runs self- checks to provide important maintenance information. The results of the self -check are automatically updated and permanently stored in its non - volatile memory. This information is accessible for review any time at the control panel, PC, or using the SIGA -PRO Signature Program /Service Tool. The information stored in device memory includes: • Device serial number, address, and type • Date of manufacture, hours of operation, and last maintenance date • Number of recorded alarms and troubles • Time and date of last alarm' • Most recent trouble code logged by the detector — 32 possible trouble codes may be used to diagnose faults. Automatic Device Mapping -The Signature Data Controller (SDC) learns where each device's serial number address is installed relative to other devices on the circuit. The SDC keeps a map of all Signature Series devices connected to it. The Sig nature Series Data Entry Program also uses the mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined. Layout or "as- built" drawing information showing branch wiring (T- taps), device types and their address are stored on disk for printing hard copy. This takes the mystery out of the installation. The preparation of as -built drawings is fast and efficient. Device mapping allows the Signature Data Controller to discover: • Unexpected additional device addresses • Missing device addresses • Changes to the wiring in the circuit. Most Signature modules use a personality code selected by the installerto determine their actual function. Personality codes are downloaded from the SDC during system configuration and are indicated during device mapping. 1 EST3 V.2 only. 2 Retrievable with SIGA -PRO programming tool. © 2003 EST Page 6 of 6 EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. Literature Sheet #85001 -0237 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Standalone Operation - A decentralized alarm decision by the device is guaranteed. Onboard intelligence permits the device to operate in standalone (degrade) mode. If Signature loop controller CPU communications fail for more than four seconds, all devices on that circuit go into standalone mode. The circuit acts like a conventional alarm receiving circuit. Each Signature device on the circuit continues to collect and analyze information from its slave devices. When connected to a panel utilizing standalone operation, modules with their personality set as alarm devices (IDC) will alarm should their slave alarm - initiating device activate. Fast Stable Communication- Built -in intelligence means less information needs to be sent between the device and the Signature Data Controller (SDC). Otherthan regular supervisory polling response, Signature devices only need to communicate with the SDC when they have something newto report. This provides very fast control panel response and allows a lower baud rate (speed) to be used for communication on the circuit. The lower baud rate offers several advantages including: • Less sensitivity to circuit wire characteristics • Less sensitivity to noise glitches on the cable • Less emitted noise from the data wiring • Twisted or shielded wiring is not required. Diagnostic LEDs -Twin LEDs on most Signature devices provide visual indication of normal and alarm- active conditions. Aflashing green LED shows normal system polling. A flashing red LED means the module is in alarm - active state. Both LEDs on steady indicates alarm - active state- standalone mode. Testing £t Maintenance - Automatic self- diagnosis identifies when a Signature device is defective and causes a trouble message. The user - friendly maintenance program shows the current state of each device and other pertinent information. Single devices may be turned off temporarily, from the control panel. Scheduled main- tenance (Regular or Selected) for proper system operation should be planned to meet the requirements of the Authority Having Jurisdiction (AHJ). Refer to current NFPA 72 and ULC CAN /ULC 536 standards. Quality and Reliability- EST Signature devices are manufactured in North America to strict international ISO 9001 standards. All electronics utilize surface mount technology (SMT) for smaller size and greater immunity to RF noise. A conformal coating is used for humidity and corrosion resistance. Printed in U.S.A. (origin) Issue 9 A product of EST Marketing, Sarasota, FL • • • • EDWARDS SYSTEMS TECHNOLOGY Input Modules Models SIGA -CT1, SIGA -CT2 8 SIGA -MCT2 Features • Multiple applications Including Alarm, Alarm with delayed latching (retard) for waterflow applications, Supervisory, and Monitor. The installer selects one of four "personality codes" to be downloaded to the module through the loop controller. • Plug -in (1.110) or standard 1 -gang mount UIO versions allow quick installation where multiple modules are required. The 1 -gang mount version is ideal for remote locations that require a single module. • Automatic device mapping Signature modulestransmit information tothe loop controller regarding their circuit locations with respect to other Signature devices on the wire loop. • Electronic addressing Programmable addresses are downloaded from the loop controller, a PC, orthe SIGA -PRO Signature Program /Service Tool. There are no switches or dials to set. • Intelligent device with microprocessor All decisions are made at the module to allow lower communi- cation speed with substantially improved control panel response time and less sensitivityto line noise and loop wiring properties; twisted or shielded wire is not required. • Non - volatile memory Permanently stores serial number, type of device, and job number. Automatically updates historic information including hours of operation, last maintenance date, number of alarms and troubles, and time and date of last alarm. • Stand -alone operation The module makes decisions and inputs an alarm from initiating devices connected to it even if the loop controller's polling interrogation stops. (Function availability dependent upon control panel.) • Ground fault detection by address Detects ground faults right down to the device level. • Diagnostic LEDs Flashing GREEN shows normal polling; flashing RED shows alarm /active state. • High ambient temperature operation Install in ambienttemperatures upto 120 °F (49 °C). • Designed to ISO 9001 standards All Signature products are manufactured to strict international quality standards to ensure highest reliability. INTELLIGENT INPUT /OUTPUT DEVICES Compatibility 4 QS4 /QS1 EST2 EST3 IRC-3/FCC MEA CE AppGeaton Notes Available Description The SIGA -CT1 Single Input Module and SIGA - CT2 /SIGA -MCT2 Dual Input Modules are intelligent analog addressable devices used to connect one or two Class B normally -open Alarm, Supervi- sory, or Monitor type dry contact Initiating Device Circuits (IDC). The actual function of these modules is determined bythe "person- ality code" selected by the installer. This code is downloaded to the module from the Signature loop controller during system configuration. The input modules gather analog information from the initiating devices connected to them and convert it into digital signals. The module's on -board microprocessor analyzes the signal and decides whether or notto input an alarm. The SIGA -CT1 and SIGA -CT2 mountto standard North American 1 -gang electrical boxes, making them ideal for locations where only one module is required. Separate I/O and data loop connec- tions are made to each module. The SIGA -MCT2 is part of the UIO family of plug -in Signature Series modules. ltfunctions identicallytothe SIGA -CT2, buttakes advantage of the modularflexibility and easy installation that characterizes all UIO modules. Two- and six - module UIO motherboards are available. All wiring connections are made to terminal blocks on the motherboard. UIO assemblies may be mounted in EST enclosures. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL941- 739 -4638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND, ON 519- 376.2430; FAX 519-376-7258 INTERNATIONAL SALES: 905-270-1711, FAX 905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • US. MANUFACTURING: PITTSFIELD &NEWPORT ME Issue 6 Literature Sheet #85001 -0241 Page 1 of 4 Not to be used for Installation purposes. For the most current Literature and updates visit www.est.net. Catalog Number Description Ship Wt. Ibs (kg) SIGA -CT1 Single Input Module — UL/ULC Listed 0.4 (0.15) SIGA -CT2 Dual Input Module — UL/ULC Listed 0.4 (0.15) SIGA -MCT2 Dual Input Plug -in (UI0) Module — UL, ULC Listed 0.1 (0.05) Related Equipment 27193 -11 Surface Mount Box - Red, 1 -gang 1.0 (0.6) 27193 -16 Surface Mount Box - White, 1-gang 1.0 (0.6) SIGA -U102R Universal Input - Output Module Board w /Riser Inputs — Two Module Positions 0.32 (0.15) SIGA -U106R Universal Input - Output Module Board w /Riser Inputs — Six Module Positions 0.62 (0.28) SIGA -U106 Universal Input - Output Module Board — Six Module Positions 0.56 (0.25) MFC -A Multifunction Fire Cabinet - Red, supports Signature Module Mounting Plates 7.0 (3.1) SIGA -MP1 Signature Module Mounting Plate, 1 footprint 1.5 (0.70) SIGA -MP2 Signature Module Mounting Plate, 1/2 footprint 0.5 (0.23) SIGA -MP2L Signature Module Mounting Plate, 1/2 extended footprint 1.02 (0.46) Installation SIGA -CT1 and SIGA -CT2: modules mountto North American 2 inch(64 mm) deep 1 -gang boxes and 11/2 inch (38 mm) deep 4 inch square boxes with 1 -gang covers and SIGA -MP mounting plates. The terminals are suited for #12 to #18 AWG (2.5 mm to 0.75 mm wire size. Page 2 of 4 SIGA -MCT2: mountthe UIO motherboard inside a suitable EST enclosure with screws and washers provided. Plug the SIGA -MCT2 into any available position on the motherboard and secure the module to the motherboard with the captive screws. Wiring connections are madetotheterminals on the motherboard (see wiring diagram). UIO motherboard terminals are suited for #12 to #18 AWG (2.5 mm 0.75 mm wire size. UIO Motherboard 6 -32 Self- tapping screws Cabinet or electrical enclosure Wall plate, white (1 -gang) Electronic Addressing - The loop controller electronically ad- dresses each module, saving valuable time during system com- missioning. Setting complicated switches or dials is not required. Each module has its own unique serial number stored in its on- board memory. The loop controller identifies each device on the loop and assigns a "soft" address to each serial number. If desired, the modules can be addressed using the SIGA -PRO Signature Program /Service Tool. EST recommends thatthis module be installed according to latest recognized edition of national and local fire alarm codes. Compatibility The Signature Series modules are compatible only with EST's Signature Loop Controller. Application The duty performed by the SIGA -CT1 and SIGA - CT2 /MCT2 is determined by their sub -type code or "Personality Code ". The code is selected by the installer depending upon the desired applica- tion and is downloaded from the loop controller. One personality code can be assigned to the SIGA -CT1. Two personality codes can be assigned to the SIGA - CT2 /MCT2. Codes 1, 2, 3 and 4 can be mixed on SIGA - CT2 /MCT2 modules only. For example, personality code 1 can be assigned to the first address (circuit A) and code 4 can be assigned to the second address (circuit B). NORMALLY -OPEN ALARM - LATCHING (Personality Code 1) - Assign to one or both circuits. Configures either circuit A or B or both for Class B normally open dry contact initiating devices such as Pull Stations, Heat Detectors, etc. An ALARM signal is sent to the loop controller when the input contact is closed. The alarm condition is latched atthe module. NORMALLY -OPEN ALARM - DELAYED LATCHING (Personality Code 2) - Assign to one or both circuits. Configures either circuit A or B or both for Class B normally -open dry contact initiating devices such as Waterflow Alarm Switches. An ALARM signal is sentto the loop controller when the input contact is closed for approximately 16 seconds. The alarm condition is latched atthe module. NORMALLY -OPEN ACTIVE - NON - LATCHING (Personality Code 3) - Assign to one or both circuits. Configures either circuit A or B or both for Class B normally -open dry contact monitoring input such as from Fans, Dampers, Doors, etc. An ACTIVE signal is sent to the loop controller when the input contact is closed. The active condition is not latched at the module. NORMALLY -OPEN ACTIVE - LATCHING (Personality Code 4) - Assign to one or both circuits. Configures either circuit A or B or both for Class B normally open dry contact monitoring input such as from Supervisory and Tamper Switches. An ACTIVE signal is sent to the loop controller when the input contact is closed. The active condition is latched at the module. Ordering Information EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0241 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Issue 6 • • • Initiating (Slave) Device Circuit Wire Specifications Maximum Allowable Wire Resistance 50 ohms (25 ohms per wire) per Circuit Maximum Allowable Wire Capacitance 0.1µF per Circuit For Design Reference: Wire Size Maximum Distance to EOLR #18 AWG (0.75 mm 4,000 ft (1,219 m) #16 AWG (1.00 mm2) #14AWG (1.50 mm #12 AWG (1.50 mm • • • Typical Wiring Modules will accept #18 AWG (0.75mm #16 (1.0mm and #14AWG (1.50mm and #12 AWG (2.50mm wire sizes. Note: Sizes #16 AWG (1.0mm and #18 AWG (0.75mm are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Issue 6 Typical N.O. InHiating Device { DATA IN (+) - DATA OUT (+)1 DATA IN( -) DATA OUT( -) J From Signature Controller To Next Device or Previous Device SIGA -CT1 NOTES 0 Maximum 25 Ohm resistance per wire. 0 Maximum #12AWG (2.5 mm Minimum #18AWG (0.75 mm2). 0 Referto Signature controller installation sheetforwiring specifications. A Maximum 10Vdc @350mA ® The SIGA-U106R and the SIGA-U102R do not come with TB14. 6 All wiring is supervised and power - limited. 7 These modules will notsupport 2-wire smoke detectors. Warnings Er Cautions This module will not operate without electrical power. As fires frequently cause power interruption, we suggest you discuss further safeguards with your local fire protection specialist. UL/ULC Listed 471(0 EOL Typical N.O. Initiating Device { DATA IN ( +) DATA IN ( -) From Signature Controller or Previous Device EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0241 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. INPUT 1 INPUT 2 A SIGA -CT2 SIGA -MCT2 UL/ULC Listed 47K0 EOL Page 3 of 4 Catalog Number SIGA -CTI SIGA -CT2 I SIGA -MCT2 Description Single Input Module Dual Input Module Type Code 48 (factory set) Four sub -types (personality codes) are available 49 (factory set) Four sub -types (personality codes) are available Address Requirements Uses One Module Address Uses Two Module Addresses Operating Current Standby = 250µA; Activated = 400pA Standby = 396uA; Activated = 680NA Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal) Construction High Impact Engineering Polymer Mounting North American 21/2 inch (64 mm) deep one -gang boxes and 1' inch (38 mm) deep 4 inch square boxes with one -gang covers and SIGA -MP mounting plates U102R/6R/6 Motherboard Storage and Operating Environment Operating Temperature: 32 °F to 120 °F (0 °C to 49 °C) Storage Temperature: -4 °F to 140 °F ( -20 °C to 60 °C); Humidity: 0 to 93% RH LED Operation On -board Green LED - Flashes when polled; On -board Red LED - Flashes when in alarm /active Both LEDs - Glow steady when in alarm (stand- alone) Compatibility Use with Signature Loop Controller Agency Listings UL, ULC, MEA, CSFM Specifications Description (Signature Overview) The Signature Series intelligent analog - addressable system from Edwards Systems Technology is an entire family of multi- sensor detectors and mounting bases, multiple- function input and output modules, network and non - network control panels, and user - friendly maintenance and service tools. Analog information from equipment connected to Signature devices is gathered and converted into digital signals. An onboard microprocessor in each Signature device measures and analyzes the signal and decides whether or not to input an alarm. The microprocessor in each Signature device provides four additional benefits - Self- diagnos- tics and History Log, Automatic Device Mapping, Stand -alone Operation and Fast, Stable Communication. Self- diagnostics and History Log - Each Signature Series device constantly runs self- checks to provide important maintenance information. The results of the self -check are automatically updated and permanently stored in its non - volatile memory. This information is accessible for review any time at the control panel, PC, or using the SIGA -PRO Signature Program /Service Tool. The information stored in device memory includes: • Device serial number, address, and type • Date of manufacture, hours of operation, and last maintenance date • Number of recorded alarms and troubles • Time and date of last alarm • Most recent trouble code logged by the detector — 32 possible trouble codes may be used to diagnose faults. Automatic Device Mapping -The Signature Data Controller (SDC) learns where each device's serial number address is installed relative to other devices on the circuit. The SDC keeps a map of all Signature Series devices connected to it. The Signature Series Data Entry Program also uses the mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined. Layout or "as- built" drawing information showing branch wiring (T- taps), device types and their address are stored on disk for printing hard copy. This takes the mystery out of the installation. The preparation of as -built drawings is fast and efficient. Device mapping allows the Signature Data Controller to discover: • Unexpected additional device addresses. • Missing device addresses. • Changes to the wiring in the circuit. Most Signature modules use a "personality code" selected by the installer to determine their actual function. Personality codes are downloaded from the SDC during system configuration and are indicated during device mapping. © 2003 EST Page 4 of 4 Standalone Operation - A decentralized alarm decision by the device is guaranteed. Onboard intelligence permits the device to operate in standalone (degrade) mode. If Signature loop controller CPU communications fail for more than four seconds, all devices on that circuit go into standalone mode. The circuit acts like a conventional alarm receiving circuit. Each Signature device on the circuit continues to collect and analyze information from its slave devices. When connected to a panel utilizing standalone operation, modules with their "personality" set as alarm devices (IDC) will alarm should their slave alarm- initiating device activate. Fast Stable Communication - Built -in intelligence means less informa- tion needs to be sent between the device and the Signature Data Controller (SDC). Other than regular supervisory polling response, Signature devices only need to communicate with the SDC when they have something new to report. This provides very fast control panel response and allows a lower baud rate (speed) to be used for communication on the circuit. The lower baud rate offers several advantages including: • Less sensitivity to circuit wire characteristics. • Less sensitivity to noise glitches on the cable. • Less emitted noise from the data wiring. • Twisted or shielded wiring is not required. Diagnostic LEDs - Twin LEDs on most Signature devices provide visual indication of normal and alarm- active conditions. A flashing green LED shows normal system polling. A flashing red LED means the module is in alarm - active state. Both LEDs on steady indicates alarm- active state - standalone mode. Testing ft Maintenance - Automatic self- diagnosis identifies when a Signature device is defective and causes a trouble message. The user - friendly maintenance program shows the current state of each device and other pertinent information. Single devices may be turned off temporarily, from the control panel. Scheduled mainte- nance (Regular or Selected) for proper system operation should be planned to meet the requirements of the Authority Having Jurisdiction (AHJ). Refer to current NFPA 72 and ULC CAN /ULC 536 standards. Quality and Reliability - EST Signature devices are manufactured in North America to strict international ISO 9001 standards. All electron- ics utilize surface mount technology (SNIT) for smaller size and greater immunity to RF noise. A conformal coating is used for humidity and corrosion resistance. r EST3 V.2 only. 2 Retrievablewith SIGA -PRO programming tool. EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. Literature Sheet #85001 -0241 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Printed in U.S.A. (origin) Issue 6 A product of EST Marketing, Sarasota, FL EDWARDS SYSTEMS TECHNOLOGY Compatibility 4 QS4 /QS1 EST2 EST3 IRC-3/FCC Input Modules Models SIGA -MM1 Et SIGA -WTM Features • Monitor and waterflow /tamper applications Includes Alarm with delayed latching (retard) for waterflow applications, Supervisory, and Monitor. • Non - volatile memory Permanently stores serial number,type of device, and job number. Automatically updates historic information including hours of operation, last maintenance date, number of alarms and troubles, and time and date of last alarm. • Automatic device mapping Each module transmits wiring information to the loop controller regarding its location with respect to other devices on the circuit. • Electronic addressing Permanently stores programmable address; there are no switches or dials to set. Addresses are downloaded from a PC, orthe SIGA -PRO Signature Program /Service Tool. • Intelligent module c/w integral microprocessor All decisions are made at the module allowing lower communication speed while substantially improving control panel responsetime. Less sensitiveto line noise and circuit wiring properties; twisted or shielded wire is not required. • Ground fault detection by address Detects ground faults right down to the device level. • Stand -alone operation The module makes decisions and inputs an alarm from initiating devices connected to it even if the loop controller's polling interrogation stops. • Diagnostic LEDs Status LEDs are visible only when face plate is removed; flashing GREEN shows normal polling; flashing RED shows alarm /active state. • Designed for high ambient temperature operation Install in ambienttemperatures up to 120 °F (49 °C). • Designed to ISO 9001 standards Manufactured to strict international quality standardsfor highest reliability. 1 EST3 V.2 only. 2 Retrievable with SIGA -PRO programming tool. Issue 4 MEA UDC Literature Sheet #85001 -0297 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. ANALOG ADDRESSABLE INPUT /OUTPUT DEVICES t NNW I 13 • • Description The SIGA -MM1 Monitor Module and SIGA -WTM Waterflow/ Tamper Module are part of EST's Signature Series system. They are intelligent analog addressable devices used to connect one or two Class B normally -open Alarm, Supervisory, or Monitor type dry contact Initiating Device Circuits (IDC). Thefunction ofthe SIGA -MM1 and SIGA -WTM is determined by the factory loaded "personality code ". The input modules gather analog information from the initiating devices connected to them and convert it into digital signals. The module's on -board microprocessor analyzes the signal and decides whether or not to input an alarm. The microprocessor in each module provides four additional benefits - Self- diagnostics and History Log, Automatic Device Mapping, Stand -alone Operation and Fast, Stable Communication. Self- diagnostics and History Log - Each Signature Series module constantly runs self - checks to provide important maintenance information. The results of the self -check are automatically updated and permanently stored in the module's non - volatile memory. This information is accessible for review any time at the control panel, PC, or by using the SIGA -PRO Signature Program /Service Tool. The information stored in the module's memory includes: - module serial number, address, and module type - date of manufacture, hours of operation, and last maintenance date - number of recorded troubles and alarms - time and date of last alarm - most recent trouble code logged by the module — 24 possible trouble codes may be used to diagnose faults EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL941 739 -4638; FAX941- 727 -1214 • CANADA SALES: OWEN SOUND, ON 519 - 376-2430; FAX519- 376 -7258 INTERNATIONAL SALES: 905- 270 -1711; FAX905- 270 -9553 • CORPORATEHEADQUARTERS : CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD, ME Page 1 of 4 Automatic Device Mapping - The loop controller learns where each device's serial number address is installed relative to other devices on the circuit. The loop controller keeps a map of the Signature Series devices connected to it. The Signature Series Data Entry Program also uses the mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined. Layout or "as- built" drawing information showing wire branches (T- taps), device types and their address are stored on disk for printing hard copy. This takes the mystery out ofthe installation. The preparation of as- built drawings is fast and efficient. Device mapping allows the Signature loop controller to discover: - unexpected additional device addresses - missing device addresses - changes to the wiring in the circuit. Stand -alone Operation - A decentralized alarm decision by the module is guaranteed. On -board intelligence permits the module to operate in stand -alone mode. If loop controller CPU communi- cations fail for more than four seconds, all devices on that circuit go into stand -alone mode. The circuit acts like a conventional alarm receiving circuit. Each module on the loop continues to collect and analyze information from its slave device and will alarm should their slave device activate. Fast Stable Communication - Built-in intelligence means less information needs to be sent between the module and the loop controller. Otherthan regular supervisory polling response, the module only needs to communicate with the loop controller when it has something new to report. This provides very fast control panel response time and allows a lower baud rate (speed) to be used for communication on the circuit. The lower baud rate offers several advantages including: - less sensitivityto circuit wire characteristics - less sensitivityto noise glitches on the cable - less emitted noise from the analog wiring - twisted or shielded wiring is not required. Diagnostic LEDs - Twin LEDs provide visual indication of normal and alarm /active conditions. They are visible only when the front plate is removed. Aflashing GREEN LED shows normal system polling from the loop controller. Aflashing RED LED means the module is in alarm /active state. Both LEDs on steady shows alarm state - stand -alone mode. Construction - All modules in EST's Signature Series are con- structed of high - impact polymer designed to endurethe effects of aging. They are finished in white and are identified with front plate markings "FIRE ALARM MODULE ". A self - adhesive French label for the front plate is included to be applied by the installer if desired. Quality and Reliability - EST modules are manufactured in North America to strict international ISO 9001 standards. All electronics utilize surface mounttechnology (SMT)for smaller size and greater immunity to RF noise. A conformal coating is used for humidity and corrosion resistance. Page 2 of 4 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001-0297 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Installation The SIGA -MM1 and SIGA -WTM modules mountto North American 2 -1/2 inch (64 mm) deep one -gang boxes and 1 -1/2 inch (38 mm) deep 4 inch square boxes with one -gang covers. The terminals are suited for #12 to #18 AWG (2.5 mmz to 0.75 mm wire size. EST recommends thatthis module be installed according to latest recognized edition of national and local fire alarm codes. Electronic Addressing - The loop controller electronically ad- dresses each module, saving valuable time during system com- missioning. Setting complicated switches or dials is not required. Each module has its own unique serial number stored in its on- board memory. The loop controller identifies each device on the loop and assigns a "soft" address to each serial number. If desired, the modules can be addressed using the SIGA -PRO Signature Program /Service Tool. Personality codes are assigned by the factory. No user configura- tion is required for these modules. Compatible Electrical Box Wall Plate, White (1 -Gang) Optional Self-Adhesive French Label (Supplied) Issue 4 Initiating (Slave) Device Circuit Wire Specifications Maximum Allowable Wire Resistance 50 ohms (25 ohms per wire) per Circuit Maximum Allowable Wire Capacitance 0.1NF per Circuit For Design Reference: Wire Size Maximum Distance to EOLR #18 AWG (0.75 mm 4,000 ft (1219 m) #16 AWG (1.00 mm2) #14 AWG (1.50 mm #12 AWG (1.50 mm • • Testing Er Maintenance The module's automatic self- diagnosis identifies when it is defective and causes a trouble message. The user- friendly maintenance program shows the current state of each module and other pertinent messages. Single modules may be turned off (de- activated) temporarily, from the control panel. Scheduled maintenance (Regular or Selected) for proper system operation should be planned to meet the requirements of the Authority Having Jurisdiction (AHJ). Referto current NFPA 72 and ULC CAN /ULC 536 standards. Availability of maintenancefeatures is dependenton thefire alarm system used. Typical Wiring The module will accept #18AWG (0.75mm #16 (1.0mm #14 AWG (1.50mm #12 AWG (2.50mm wire sizes. Note: Sizes #16 AWG (1.0mm and #18 AWG (0.75mm are preferred for ease of installation. See Signature Loop Controller catalog sheetfordetailed wiring requirement specifications. UL/ULC Usted 471(0 EOL Notes Typical N.O. Waterflow Contact TB1 TB2 Style B (Gass B) AAA INPUT 1 INPUT 2 Red LED i I Green LED (Alarm /Active) (. ; (Normal) DATA IN ( +; 1 DATA IN( -) From Signature Controller or Previous Device Model SIGA -WTM Typical Supervisory Contact DATA OUT ( +)) DATA OUT ( -) To Next Device UL/ULC Usted 471(0 EOL A Maximum 25 ohms resistance per wire. Maximum #12 AWG (2.5mm wire. Min. #18 (0.75mm Referto Signature Loop Controller Installation Sheetfor wiring specifications. ,4 Maximum 10 Vdc @ 350pA. 5) All wiring power limited and supervised. 6) This module will NOT support 2 -wire smoke detectors. Issue 4 AAA A Style B (Class B) Red LED (Alarm /Active) DATA IN ( +) 1 DATA IN ( -) From Signature Controller or Previous Device TB1 A EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0297 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Typical N.O. Monitor Contact 1 }I 11 1'1 I1� Model SIGA -MM1 DATA OUT ( +) 1 DATA OUT (-) To Next Device UL/ULC Listed 471(0 EOL Green LED (Normal) WIRE STRIPPING GUIDE Strip 1/4" from the ends of ALL wires that connect to the terminal Blocks of the Module. Nemo 1/4" (6.4 mm) CAUTION: Do NOT expose more than 1/4" of wire. Page 3 of 4 Catalog Number SIGA -MM1 SIGA -WTM Description Monitor Module Waterflow/Tamper Module Type Code 48 (factory set personality code 3) 49 (factory set personality code 2,4) Address Requirements Uses One Module Address Uses Two Module Addresses Operating Current Standby = 250µA; Activated = 400µA Standby = 396pA; Activated = 680µA Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal) Construction & Finish High Impact Engineering Polymer one -gang front plate - White Storage and Operating Environment Operating Temperature: 32°F to 120 °F (0 °C to 49 °C) Storage Temperature: -4 °F to 140 °F ( -20 °C to 60 °C) Humidity: 0 to 93% RH LED Operation On -board Green LED - Flashes when polled On -board Red LED - Flashes when in alarm /active Both LEDs - Glow steady when in alarm (stand- alone) Compatibility Agency Listings Use With Sgnature Loop Controller UL, ULC, CSFM, MEA Catalog Number Description Ship Wt Ibs (kg) SIGA -MM1 Monitor Module - UL/ULC Listed .4 (.15) SIGA -WTM Waterflow/Tamper Module - UL/ULC Listed Accessories 27193 -11 Surface Mount Box - Red, 1 -gang 1 (.6) 27193 -16 Surface Mount Box - White, 1 -gang SIGA -MB4 Module Mounting Bracket for installing two 1 -gang modules in a single North American 4 -inch square box. .5 (.3) Application The duty performed by the SIGA -MM 1 and SIGA -WTM is deter- mined bytheirfactory assigned sub -type code or "Personality Code ". SIGA -WTM NORMALLY -OPEN ALARM - DELAYED LATCHING (Factory set Personality Code 2) - Assigned to one circuit. Configures circuit 1 for Class B normally -open WaterflowAlarm Switches. An ALARM signal is sent to the loop controller when the input contact is closed for approximately 16 seconds. The alarm condition is latched at the module. SIGA - WTM NORMALLY - OPEN ACTIVE - LATCHING (Factory set Personality Code 4) - Assigned to one circuit. Configures circuit 2 for Class B normally open dry contact Supervisory and Tamper Switches. An ACTIVE signal is sent to the loop controller when the input contact is closed. The active condition is latched at the module. SIGA - MM1 NORMALLY - OPEN ACTIVE - NON (Factory set Personality Code 3) - Assigned to one circuit. Configures circuit 1 for Class B normally -open dry contact monitoring input such as from Fans, Dampers, Doors, etc. An ACTIVE signal is sent to the loop controller when the input contact is closed. The active condition is not latched at the module. Specifications Table © 1999 EST Page 4 of 4 Compatibility The Signature Series modules are compatible only with EST's Signature Loop Controller. Warnings & Cautions This module will not operate without electrical power. As fires frequently cause power interruption, we suggest you discuss further safeguards with your local fire protection specialist. Ordering Information Table Literature Sheet #85001-0297 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subjectto change without notice. For more information or questions relative to this Specification Sheet, contact EST. Printed in Canada issue 4 Cat. No. DB @ 10 ft Description Volts Amps Leads Weatherproof Box 323D -10AW 79 10 inch (250mm) Single Stroke, Diode 20-24 Vdc 0.33 X N/A 332D -4N5 78 4 inch (100mm) Single Stroke, Diode 120 Vac 0.13 X N/A 332D -6N5 82 6 inch (150mm) Single Stroke, Diode 120 Vac 0.13 X N/A 332D -10N5 83 10 inch (250mm) Single Stroke, Diode 120 Vdc 0.17 X N/A 438D- 6N5(R) 76 6 inch (150mm) Vibrating, Diode 120 Vac 0.034 X 449 438D- 10N5(R) 88 10 inch (250mm) Vibrating, Diode 120 Vac 0.034 X 449 439D- 6AW(R) 83 6 inch (150mm) Vibrating, Diode 20 -24 Vdc 0.085 X 449 439D- 10AW(R) 86 10 inch (250mm) Vibrating, Diode 20 -24 Vdc 0.085 X 449 EDWARDS SYSTEMS TECHNOLOGY Th' Fire Alarm Bells Features • Vibrating and single stroke • 4 inch (100mm), 6 inch (150mm), 10 inch (250mm) sizes • Red or gray finish • Rugged compact mechanism • Heavy duty cast housing • Low power drain • Wide voltage selection • Indoor or weatherproof Description EST Fire Alarm Bells are specially designed for fire alarm applications. The gongs are made of selected alloy steel to give the loud, resonanttones necessary in fire alarm systems. Two gong sizes are available to overcome different ambient noise level. The Fire Alarm Bells are of the underdome type with heavy duty mechanisms. Each bell is supplied with a mounting platethatfits any standard single -gang opening (see Installation Data). Forweather- proof application EST offers an optional surface weatherproof back box. Refer to the Specification chart for applicability and cata- log number of the weatherproof back box for the respective bell. Specifications Issue 4 Literature Sheet #85001 -0333 NOTIFICATION APPLIANCES Compatibility 4 QuickStart ESTI EST2 EST3 LSS4 IRC -3 /FCC Full Cast Grid — Add Suffix "G" to Catalog Number. Example: 438DG -6N5. Note Cat. No 323G type bells are not UL Listed. Slotted Gong —Add Suffix "S" to Catalog Number. Example: 438DS -6N5. Note Cat. No. "S" Suffix Bells are not UL Listed Finish — Standard gong and housing furnished gray with red label. Optional red finish available. Add Suffix "R" to Catalog Number. FM — 325, 438 and 439 Series Bells shown below are FM approved. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL941- 739-4638; FAX941- 727 -1214 • CANADA SALES: OWEN SOUND, ON 519- 376 -2430; FAX519- 376-7258 INTERNATIONAL SALES: 905- 270 -1711; FAX905.270 -9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD, ME Page 1 of 2 Installation Data 45/8° (BASE) / r (117mm) © 2000 EST Page 2 of 2 \ / 1 MOUNTING PLATE (FURNISHED) MOUNTS DIRECTLY ON SURFACE OR ANY SINGLE GANG OPENING: 3 -112 ", 4' OCTAGON, 4" SO. BOX OR CAT. NO 449 WEATHERPROOF WALL BOX. \ 10" DIA. GONG "'l .co (250mm) 6" DIA. GONG I (150mm) fi 6" DIA. GONG / (150mm) I / I / 1 IN.,, 10" DIA. GONG Arl (250mm) �".. L 2- 29/32" (74mm) -+4 3-15/32"...4 (88mm) Cat. Nos. 323D and 332D 6 (152mm) and 10° (254mm) Bells 4' - (102m -0— 3-9/16" (90mm) Cat. Nos. 438D and 439D 6" and 10" Bells 3L I 6' DIA. GONG 1-04. n 3 (150mm) ) �_ C OF BASE 7' (178mm) T' 3" mm) 1 1 10" DIA. GONG 1 I 1 I t I (250mm) 7° (178mm) 7" ( 78mm) Literature Sheet 485001 - 0333 OUTLET 3/4" 11/16" (17.5mm) OUTLET 5-1/16" 314' 1. — (129mm) 5-5/8" (143mm) CAT. NO. 449 WEATHER- PROOF BOX. (PAINTED GRAY) WARNING: These devices will not operate without electrical power. As fires frequently cause power interruptions, we suggest you discuss further safeguards with your local fire protection specialist. EST recommends that these Fire Alarm Bells always be installed in accordance with the latest recognized editions of national and local codes. EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. Printed 'm U.SA Issue 4 EDWARDS SYSTEMS TECHNOLOGY TIA ompatibility 4•. QuickStart FireShiefd EST2 EST3 LSS4 IRC -3 /FCC Field Configurable Horns and Strobes G1 Series Features • Unique low -profile design — The most compact UL- 1971/ULC -S526 listed strobe available — Ultra -slim — protrudes less than one inch from the wall — Attractive appearance — No visible mounting screws • Four field - configurable options in one device — Select 15, 30, 75, or 110 cd strobe output — Select high (default) or low dB horn output — Select temporal (default) or steady horn output — Select public mode flash rate (default) or private mode temporal flash • Easyto install — Fits standard 1 -gang electrical boxes — no trim plate needed — Optional trim plate accommodates oversized openings — Pre - assembled with captive hardware — #12 AWG terminals — ideal for long runs or existing wiring • Unparalleled performance — Industry's most even light distribution — Meets tough synchronizing standards for strobes — Single microprocessor controls both horn and strobe — Low current draw minimizes system overhead — Independent hom control over a single pair of wires — Highly regulated in -rush current — Multiple frequency tone improves wall penetration — Industry'sfirsttemporal strobe output Description The Genesis line of signals are among the smallest, most compact audible - visible emergency signaling devices in the world. About the size of a deck of playing cards, these devices are designed to blend with any decor. Thanks to patented breakthrough technology, EST Genesis strobes do not require bulky specular reflectors and lenses. Instead, an exclusive cavity design conditions Tight to produce a highly controlled distribution pattern. Significant development efforts employing this new technology have given rise to a new bench- mark in strobe performance — FullLight technology. FullLight strobe technology produces a smooth light distribution pattern without the spikes and voids characteristic of specular reflectors. This ensures the entire coverage area receives consis- tent illumination from the strobe flash. As a result, Genesis strobes S CE M64 Listings pending NOTIFICATION APPLIANCES Selectable 15, 30, 75, or 110 cd strobe! One or more patents pending. with FullLight technology go well beyond the minimum UL- required 'T" pattern, significantly exceeding UL -1971 and ULC- S526 light distribution requirements. Although all Genesis strobes are self - synchronizing, when installed with an optional synchronization module, strobe flashes from devices on the same circuit synchronize to within 10 milliseconds of each otherindefinitely. This exceeds the two -hour minimum specified in the UL standards. Only one synchronization module is required per circuit. Genesis strobes and horn - strobes offer 15 to 110 candela output, which is selectable with a conveniently - located switch on the side of the device. The candela output setting remains clearly visible even after final installation, yet it stays locked in place to prevent unauthorized tampering. Genesis horn output reaches as high as 99 dB and features a unique multiple frequency tone that results in excellentwall penetration and an unmistakable warning of danger. Horns may be configured for either coded or non -coded signal circuits. They can also be set for low dB output with a jumper cut that reduces horn output by about 5 dB. Genesis signals feature textured housings in architecturally neutral white or traditional fire red. An ingenious iconographic symbol indicates the purpose of the device. This universal symbol is code - compliant and is easily recognized by all building occupants regardless of what language they speak. Models with "FIRE" markings are also available. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA. FL941- 739-4638; FAX941- 727 -1214 • CANADA SALES: OWEN SOUND, ON519- 376.2430; FAX519- 376 -7258 INTERNATIONAL SALES: 905 -270 -1711; FAX 905.270 -9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • US. MANUFACTURING: Ii NEWPORT, ME Issue 2 Literature Sheet #85001 -0573 Page 1 of e Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Non - Sleeping Rooms EST wall mounted strobes* Up to 20' x 20' (6.1 m x 6.1 m) One 15 cd strobe Up to 30' x 30' (9.1 m x 9.1 m) One 30 cd or two 15 cd strobes Up to 40' x 40' (12.2 m x 12.2 m) One 75 cd or two 30 cd strobes Up to 50' x 50' (15.2 m x 15.2 m) One 110 cd or two 75 cd strobes Corridors Any length. Maximum width: 20' (6.1m). 15 cd strobes spaced at 100' (30.5 m) max. Strobes must be placed within 15' (4.5m) of each end of the corridor. Application Genesis strobes are UL 1971 - listed for use indoors as wall - mounted public -mode notification appliances for the hearing impaired. Prevailing codes require strobes to be used where ambient noise conditions exceed 105 dBA (87dBA in Canada), where occupants use hearing protection, and in areas of public accommodation as defined in the Americans with Disabilities Act (see application notes - USA). Combination horn - strobe signals must be installed in accordance with guidelines established for strobe devices. Strobes The following guidelines are based on ANSI /NFPA 72 National Fire Alarm Code (1999). When applied and installed in accor- dance with that code, EST strobes meet or exceed the illumina- tion produced by the ADA- specified 75 candela (cd) strobe at 50 feet.* ADA suggests using 75 cd strobes throughout an area, with spacing that never exceeds 50 ft from the strobe to any point in the protected space. Non - Sleeping Rooms and Corridors: EST strobes rated at less than 110 cd per UL 1971 are intended for use in non - sleeping areas only. Install with the bottom of the device at least 80 inches (2.0 m) and no more than 96 inches (2.4 m) above the finished floor. No point in any space (including corridors) required to have strobes should be more than 50 feet (15.2 m) from the signal (in the horizontal plane). For detailed spacing requirements, consult The Handbook of Visible Notification Appliances for Fire Alarm Applications published by EST Press, or contact your local EST representative. Sleeping rooms: EST 110 cd strobes are intended for use in sleeping rooms and should be installed along with a smoke detector. It must be wall mounted at least 80° (2.03 m) above floor level, but no closer than 24• (610 mm) to the ceiling. The distance from the strobe to the pillow must not exceed 16' (4.8 m). Sleeping Rooms Any size EST wall mounted strobe 110 cd within 16 feet of pillow Page 2of6 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0573 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Horns The suggested sound pressure level for each signaling zone used with alert or alarm signals is at least 15 dB above the average ambient sound level, or 5 dB above the maximum sound level having a duration of at least 60 seconds, whichever is greater, measured 5 feet (1.5 m) above the floor. The average ambient sound level is, A- weighted sound pressure measured over a 24 -hour period. Doubling the distance from the signal to the ear will theoretically result in a 6 dB reduction of the received sound pressure level. The actual effect depends on the acoustic properties of materials in the space. A 3 dBA difference represents a barely noticeable change in volume. Application Notes - USA Audible signals in the public mode should never have a sound level less than 75 dBA at 10' (3 m) per NFPA 72. Signals cannot exceed 120 dBA per ADA and NFPA 72 at the minimum hearing distance to audible appliance. Strobe and combination horn /strobe devices should be installed with the bottom of the device at least 80 inches (2.0 m) and no more than 96 inches (2.4 m) above the finished floor. Horns should be installed with their tops not less than 6 inches (152 mm) below the ceiling and not less than 90 inches (2.3 m) above the finished floor. Strobes must be used to supplement audible signals wherever the average ambient sound level exceeds 105 dBA. Combination audible /visual signals must be installed in accordance with NFPA guidelines established for strobes. ADA requires visible signals in the following areas: • rest rooms, meeting rooms, and other common use areas. • sleeping rooms intended for use by persons with hearing impairment (in accordance with Title 1 of ADA). • work areas used by a person with a hearing impairment (per Title 1 of ADA). Application Notes - Canada (Based in part on 1995 Canada National Building Code) The fire alarm signal sound pressure level shall not exceed 110 dBA in any normally occupied area. The sound pressure level from an audible signal in a floor area used for occupancies other than residential occupancies shall not be Tess than 10 dBA above ambient levels, and never less than 65 dBA. In sleeping rooms the sound pressure level from an audible signal shall not be less than 75 dBA when any intervening doors between the device and the sleeping room are closed. Audible signal devices shall be installed not less than 1.8 m to the center of the device above the floor (per CAN/ULC S524). The fire alarm audible signal shall be supplemented by fire alarm strobes in any floor area where the ambient noise level exceeds 87 dBA, or where the occupants of the floor area use ear protective devices, are located within an audiometric booth, or are located within sound insulating enclosures. This also applies to assembly occupancies in which music and other sounds associated with performances could exceed 100 dBA Strobes shall be installed in a building so that the flash from one device is visible throughout the floor area or portion thereof in which they are installed. For maximum safety, EST recommends that strobes be installed as per the guidelines shown here under Strobe Spacing. issue 2 Installation Genesis horns and strobes mount to any standard one -gang surface or flush electrical box. Matching optional trim plates are used to cover oversized openings and can accommodate one - gang, two -gang, four -inch square, or octagonal boxes, and European 100 mm square. All Genesis signals come pre -as- sembled with captive mounting screws for easy installation. Two tabs at the top of the signal unlock the cover to reveal the mounting hardware. The shallow depth of Genesis devices leaves ample room behind the signal for extra wiring. Once installed with the cover in place, no mounting screws are visible. Genesis Horn /Strobe with optional trim plate Wiring Field wiring terminals accommodate #18 to #12 AWG (0.75 mm to 2.5 mm wiring. Horns, strobes, and combination horn - strobes are interconnected with a single pair of wires as shown below. Polarity shown in alarm condition O Field Configuration Temporal horn and horn - strobe models are factory set to sound in a Note: Strobes must have continuous voltage. To next device or end of line device EDWARDS SYSTEMS TECHNOLOGY Issue 2 Literature Sheet #85001 -0573 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. three -pulse temporal pattern. Units may be configured for use with coded systems by cutting a jumper on the circuit board. This results in a steady output that can be turned on and off (coded) as the system applies and removes power to the signal circuit. A Genesis Signal Master is required when horn - strobe models are configured for coded systems. Non - temporal, horn -only models sound a steady tone. Genesis strobes and horn - strobes are shipped from the factory ready for use as UL 1971 compliant signals for public mode operation. These signals may be configured for temporal flash by cutting a jumper on the circuit board. This battery- saving feature is intended for private mode signaling only. Genesis strobes and horn - strobes may be setfor 15, 30, 75, or 110 candela output. The output setting is changed by simply opening the device and sliding the switch to the desired setting. The device does not have to be removed to change the output setting. The setting remains visible through a small window on the side of the device after the cover is closed. Horns and horn - strobes are factory set for high dB output. Low dB output may be selected by cutting a jumper on the circuit board. This reduces the output by about 5 dB. Page 3of Housing Red or white textured UV stabilized, color impregnated engineered plastic. Exceeds 94V-0 UL flammability rating. Lens Optical grade polycarbonate (clear) Mounting (indoor wall mount only) Flush mount: 21/2 inch (64 mm) deep one -gang box Surface mount: EST model 27193 surface mount box, wiremold box, or equivalent surface -mount box With optional trim plate: One -gang, two -gang, four -inch square, octagonal, or European single -gang box Wire connections Screw terminals: single input for both horn and strobe. #18 to #12 AWG (0.75 mm to 2.5 mm wire size Operating environment Indoor only: 32 -120 °F (0 -49 °C) ambient temperature. 93% relative humidity Agency listings /approvals UL 1971, UL 1638, UL 464, ULC S525, ULC S526, CSFM, CE, FCC, (MEA, FM pending). (Ail models comply with ADA Code of Federal Regulation Chapter 28 Part 36 Final Rule.) Dimensions (HxWxD) Signal: 4 -1/2° x 2 -3/4° x 13/16° (113 mm x 68 mm x 21 mm) Trimplate: 5° (127 mm); Height - 5-7/8" (149 mm); Depth -'/s (13 mm) Operating voltage G1 -HD series temporal -tone horns: non - coded, filtered 16 -33 Vdc or unfiltered 16 -33 Vdc FWR (or coded when horn set to steady tone) G1 -HDVM series temporal -tone horn - strobes: non - coded, filtered 16 -33 Vdc or unfiltered 16 -33 Vdc FWR (or coded (audible NAC only) when used with optional G1M Genesis Signal Master) G1 -VM series strobes: non - coded, filtered 16 - 33 Vdc or unfiltered 16 -33 Vdc FWR G1 -P series steady -tone horns: coded or non - coded, filtered 20 -31 Vdc or unfiltered 20 -27 Vfwr Strobe output rating UL 1971, UL 1638, ULC S526: selectable 15 cd, 30 cd, 75 cd, or 110 cd output Strobe flash rate G1 -VM strobes and G1 -HDVM series temporal -tone horn - strobes: one flash per second synchronized with optional G1M Genesis Signal Master indefinitely within 10 milliseconds (or self - synchronized within 200 milliseconds over thirty minutes on a common circuit without G1M Genesis Signal Master) Temporal setting (private mode only): synchronized to temporal output of homs on same circuit Compatible synchronization modules* G1M, G1M -RM, SIGA -CC1S, SIGA -MCC1S Horn pulse rate G1 -HD temporal -tone horns and G1 -HDVM series temporal -tone hom- strobes: temporal rate synchronized with optional G1M Genesis Signal Master indefinitely within 10 milliseconds (or self- synchronized within 200 milliseconds over thirty minutes on a common circuit without G1M Genesis Signal Master) G1 -P steady -tone horns: continuous, steady tone only Temporal audible pattern 'A sec ON, '/2 sec OFF, 'A sec ON, '/2 sec OFF, 1/2 sec ON, 11/2 sec OFF, then repeat cycle Specifications • Not compatible with 61-P Series horns. d BA output Temporal Horns, Horn- strobes (G1 -HD, G1 -HDVM series) - High dB Setting Temporal Horns, Horn - strobes (G1 -HD, G1 -HDVM series) - Low dB Setting Steady Tone Horns (G1 -P series) Notes 1. All values shown are dBA measured at 10feet (3.01m). 2. UL464values measured in reverberation room. 3. Average and Peak values are measured in anechoic chamber. Page 4of6 Average Sound Output (d BA) (High dB setting, anechoiiic, 24V, measured at 10ft) Light output - (effective cd) Percent of UL rating versus angle EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0573 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. I.e°rsIt0ea 1 1 1 0 1 9 0 0 0 9 7 7 0 0 0 0 7 4 0 3 0 2 0 1 010 0 10Z7 ]0 4 60 ® 10 0000 1m 110 100 6 76' Issue 2 s UL464 Average Peak Temporal Steady Temporal /Steady Temporal /Steady 16 Vdc 81.4 85.5 91.4 94.2 24 Vdc 84.4 88.6 94.5 97.6 33 Vdc 86.3 90.4 96.9 99.5 Specifications • Not compatible with 61-P Series horns. d BA output Temporal Horns, Horn- strobes (G1 -HD, G1 -HDVM series) - High dB Setting Temporal Horns, Horn - strobes (G1 -HD, G1 -HDVM series) - Low dB Setting Steady Tone Horns (G1 -P series) Notes 1. All values shown are dBA measured at 10feet (3.01m). 2. UL464values measured in reverberation room. 3. Average and Peak values are measured in anechoic chamber. Page 4of6 Average Sound Output (d BA) (High dB setting, anechoiiic, 24V, measured at 10ft) Light output - (effective cd) Percent of UL rating versus angle EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0573 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. I.e°rsIt0ea 1 1 1 0 1 9 0 0 0 9 7 7 0 0 0 0 7 4 0 3 0 2 0 1 010 0 10Z7 ]0 4 60 ® 10 0000 1m 110 100 6 76' Issue 2 s UL464 Average Peak Temporal Steady Temporal /Steady Temporal /Steady 16 Vdc 76.0 80.1 86.3 89.2 24 Vdc 79.4 83.5 89.8 92.5 33 Vdc 82.1 86.5 92.5 95.3 Specifications • Not compatible with 61-P Series horns. d BA output Temporal Horns, Horn- strobes (G1 -HD, G1 -HDVM series) - High dB Setting Temporal Horns, Horn - strobes (G1 -HD, G1 -HDVM series) - Low dB Setting Steady Tone Horns (G1 -P series) Notes 1. All values shown are dBA measured at 10feet (3.01m). 2. UL464values measured in reverberation room. 3. Average and Peak values are measured in anechoic chamber. Page 4of6 Average Sound Output (d BA) (High dB setting, anechoiiic, 24V, measured at 10ft) Light output - (effective cd) Percent of UL rating versus angle EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0573 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. I.e°rsIt0ea 1 1 1 0 1 9 0 0 0 9 7 7 0 0 0 0 7 4 0 3 0 2 0 1 010 0 10Z7 ]0 4 60 ® 10 0000 1m 110 100 6 76' Issue 2 s UL464 Average Peak 20 Vdc 76.7 89.5 91 24 Vdc 77.1 90 91.1 31 Vdc 77.2 90.4 91.6 Specifications • Not compatible with 61-P Series horns. d BA output Temporal Horns, Horn- strobes (G1 -HD, G1 -HDVM series) - High dB Setting Temporal Horns, Horn - strobes (G1 -HD, G1 -HDVM series) - Low dB Setting Steady Tone Horns (G1 -P series) Notes 1. All values shown are dBA measured at 10feet (3.01m). 2. UL464values measured in reverberation room. 3. Average and Peak values are measured in anechoic chamber. Page 4of6 Average Sound Output (d BA) (High dB setting, anechoiiic, 24V, measured at 10ft) Light output - (effective cd) Percent of UL rating versus angle EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0573 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. I.e°rsIt0ea 1 1 1 0 1 9 0 0 0 9 7 7 0 0 0 0 7 4 0 3 0 2 0 1 010 0 10Z7 ]0 4 60 ® 10 0000 1m 110 100 6 76' Issue 2 s 15cd 30cd 75cd 110cd RMS RMS RMS RMS 122 160 274 330 162 216 383 429 15 cd 30 cd 75 cd 110 cd RMS RMS RMS RMS 129 167 281 337 176 230 397 443 y RMS Mean 10 10 11 11 12 12 9 8 10 9 High dB Low dB RMS RMS 16 Vdc 26 19 24 Vdc 36 27 33 Vdc 41 33 16 Vfwr 51 37 24 Vfwr 69 52 33 Vfwr 76 70 15cd 30ed 75cd 110cd RMS RMS RMS RMS 16 Vdc 103 141 255 311 16 Vfwr 125 179 346 392 16 cd 30 cd 75 cd 110 cd RMS Mean RMS Mean RMS Mean RMS Mean 16 Vdc 85 79 127 124 245 243 285 283 20 Vdc 71 66 98 96 188 186 240 238 24 Vde 59 55 82 80 152 150 191 190 33 Vdc 46 44 64 63 112 111 137 136 18 Vfwr 119 64 169 97 332 203 376 240 20 Vfwr 103 51 143 76 253 150 331 198 24 Vfwr 94 44 129 65 218 121 262 152 33 Vfwr 87 37 112 52 179 89 205 106 High dB Low dB RMS Mean RMS Mean 16 Vdc 22 17 17 14 20 Vdc 24 19 19 16 24 Vdc 27 21 22 18 33 Vdc 32 25 26 22 16 Vfwr 34 15 30 14 20 Vfwr 40 19 34 16 24 Vfwr 45 21 38 18 33 Vfwr 52 24 47 22 15cd 30cd 75cd 110 c RMS Mean RMS Mean RMS Mean RMS Mean 18 Vdc 102 89 135 129 246 242 309 305 20 Vdc 88 77 109 104 193 190 248 243 24 Vdc 81 71 94 90 161 158 203 200 33 Vdc 74 64 72 74 124 121 154 151 16 Vfwr 144 77 182 106 352 212 393 249 20 Vfwr 141 68 162 87 274 158 362 210 24 Vfwr 136 65 152 76 235 133 282 165 33 Vfwr 125 54 144 65 201 101 232 123 15 cd 30 cd 75 cd 110 cd RMS Mean RMS' Mean RMS Mean RMS Mean 16 Vdc 96 84 130 124 243 240 302 297 20 Vdc 79 70 104 99 189 186 241 237 24 Vdc 68 61 88 84 156 154 197 193 33 Vdc 56 52 71 68 118 116 146 143 18 Vfwr 128 69 180 104 344 204 389 244 20 Vfwr 118 60 157 84 266 156 343 200 24 Vfwr 113 54 144 74 230 128 279 161 33 Vfwr 112 48 137 64 197 99 226 117 r Current Draw Strobes, Horn- Strobes Multi -cd Wall Strobes (G1 -VM) UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -ed Wall Temporal Horn- strobes (G1 -HDVM) — High dB Setting 16 Vdc 16 Vfwr 16 Vdc 16 Vfwr Issue 2 UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -cd Wall Temporal Horn-strobes (G1 -HDVM) — Low dB Setting UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Homs Wall Temporal Homs (G1 -HD) Wall Homs (G1-P) UL Nameplate Rating (UL464 Effective May 2004) Typical Current (Measured by EST) UL Nameplate Rating 20 Vdc 24 Vdc 31 Vdc 20 Vfwr 24 Vfwr RMS 9 10 12 8 9 NatesandComments m 1. Current values are shown in A. m 2. UL Nameplate Rating can varyfrom Typical Current due to measure- mentmethods and instruents used. 3. EST recommends using theTypical Currentforsystem design including NACand Power Supply loading andvoltage drop calculations. 4. Use the Vdc RMS current ratings forfiltered power supply and battery AHcalculations. Usethe Vfwr RMS currentratingsforunfiltered power supplycalculations. 5. Fuses, circuit breakers and other overcurrent protection devices are typically rated for current in RMS values. Most of these devices operate based upon the heating affect of the current flowing through the device. The RMS current (not the mean current) determines the heating affect and therefore, the trip and hold threshold forthose devices. 6. Our industry has used 'mean' currents overthe years. However, ULwill direct the industry to use the 2004 RMS values in the future. EDWARDS SYSTEMS TECHNOLOGY Uterature Sheet #85001 -0573 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Measured bEST Page 5 of 6 High dB Low dB RMS RMS 16 Vdc 26 19 24 Vdc 36 27 33 Vdc 41 33 16 Vfwr 51 37 24 Vfwr 69 52 33 Vfwr 76 70 15cd 30ed 75cd 110cd RMS RMS RMS RMS 16 Vdc 103 141 255 311 16 Vfwr 125 179 346 392 16 cd 30 cd 75 cd 110 cd RMS Mean RMS Mean RMS Mean RMS Mean 16 Vdc 85 79 127 124 245 243 285 283 20 Vdc 71 66 98 96 188 186 240 238 24 Vde 59 55 82 80 152 150 191 190 33 Vdc 46 44 64 63 112 111 137 136 18 Vfwr 119 64 169 97 332 203 376 240 20 Vfwr 103 51 143 76 253 150 331 198 24 Vfwr 94 44 129 65 218 121 262 152 33 Vfwr 87 37 112 52 179 89 205 106 High dB Low dB RMS Mean RMS Mean 16 Vdc 22 17 17 14 20 Vdc 24 19 19 16 24 Vdc 27 21 22 18 33 Vdc 32 25 26 22 16 Vfwr 34 15 30 14 20 Vfwr 40 19 34 16 24 Vfwr 45 21 38 18 33 Vfwr 52 24 47 22 15cd 30cd 75cd 110 c RMS Mean RMS Mean RMS Mean RMS Mean 18 Vdc 102 89 135 129 246 242 309 305 20 Vdc 88 77 109 104 193 190 248 243 24 Vdc 81 71 94 90 161 158 203 200 33 Vdc 74 64 72 74 124 121 154 151 16 Vfwr 144 77 182 106 352 212 393 249 20 Vfwr 141 68 162 87 274 158 362 210 24 Vfwr 136 65 152 76 235 133 282 165 33 Vfwr 125 54 144 65 201 101 232 123 15 cd 30 cd 75 cd 110 cd RMS Mean RMS' Mean RMS Mean RMS Mean 16 Vdc 96 84 130 124 243 240 302 297 20 Vdc 79 70 104 99 189 186 241 237 24 Vdc 68 61 88 84 156 154 197 193 33 Vdc 56 52 71 68 118 116 146 143 18 Vfwr 128 69 180 104 344 204 389 244 20 Vfwr 118 60 157 84 266 156 343 200 24 Vfwr 113 54 144 74 230 128 279 161 33 Vfwr 112 48 137 64 197 99 226 117 r Current Draw Strobes, Horn- Strobes Multi -cd Wall Strobes (G1 -VM) UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -ed Wall Temporal Horn- strobes (G1 -HDVM) — High dB Setting 16 Vdc 16 Vfwr 16 Vdc 16 Vfwr Issue 2 UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -cd Wall Temporal Horn-strobes (G1 -HDVM) — Low dB Setting UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Homs Wall Temporal Homs (G1 -HD) Wall Homs (G1-P) UL Nameplate Rating (UL464 Effective May 2004) Typical Current (Measured by EST) UL Nameplate Rating 20 Vdc 24 Vdc 31 Vdc 20 Vfwr 24 Vfwr RMS 9 10 12 8 9 NatesandComments m 1. Current values are shown in A. m 2. UL Nameplate Rating can varyfrom Typical Current due to measure- mentmethods and instruents used. 3. EST recommends using theTypical Currentforsystem design including NACand Power Supply loading andvoltage drop calculations. 4. Use the Vdc RMS current ratings forfiltered power supply and battery AHcalculations. Usethe Vfwr RMS currentratingsforunfiltered power supplycalculations. 5. Fuses, circuit breakers and other overcurrent protection devices are typically rated for current in RMS values. Most of these devices operate based upon the heating affect of the current flowing through the device. The RMS current (not the mean current) determines the heating affect and therefore, the trip and hold threshold forthose devices. 6. Our industry has used 'mean' currents overthe years. However, ULwill direct the industry to use the 2004 RMS values in the future. EDWARDS SYSTEMS TECHNOLOGY Uterature Sheet #85001 -0573 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Measured bEST Page 5 of 6 15cd 30ed 75cd 110cd RMS RMS RMS RMS 16 Vdc 103 141 255 311 16 Vfwr 125 179 346 392 16 cd 30 cd 75 cd 110 cd RMS Mean RMS Mean RMS Mean RMS Mean 16 Vdc 85 79 127 124 245 243 285 283 20 Vdc 71 66 98 96 188 186 240 238 24 Vde 59 55 82 80 152 150 191 190 33 Vdc 46 44 64 63 112 111 137 136 18 Vfwr 119 64 169 97 332 203 376 240 20 Vfwr 103 51 143 76 253 150 331 198 24 Vfwr 94 44 129 65 218 121 262 152 33 Vfwr 87 37 112 52 179 89 205 106 High dB Low dB RMS Mean RMS Mean 16 Vdc 22 17 17 14 20 Vdc 24 19 19 16 24 Vdc 27 21 22 18 33 Vdc 32 25 26 22 16 Vfwr 34 15 30 14 20 Vfwr 40 19 34 16 24 Vfwr 45 21 38 18 33 Vfwr 52 24 47 22 15cd 30cd 75cd 110 c RMS Mean RMS Mean RMS Mean RMS Mean 18 Vdc 102 89 135 129 246 242 309 305 20 Vdc 88 77 109 104 193 190 248 243 24 Vdc 81 71 94 90 161 158 203 200 33 Vdc 74 64 72 74 124 121 154 151 16 Vfwr 144 77 182 106 352 212 393 249 20 Vfwr 141 68 162 87 274 158 362 210 24 Vfwr 136 65 152 76 235 133 282 165 33 Vfwr 125 54 144 65 201 101 232 123 15 cd 30 cd 75 cd 110 cd RMS Mean RMS' Mean RMS Mean RMS Mean 16 Vdc 96 84 130 124 243 240 302 297 20 Vdc 79 70 104 99 189 186 241 237 24 Vdc 68 61 88 84 156 154 197 193 33 Vdc 56 52 71 68 118 116 146 143 18 Vfwr 128 69 180 104 344 204 389 244 20 Vfwr 118 60 157 84 266 156 343 200 24 Vfwr 113 54 144 74 230 128 279 161 33 Vfwr 112 48 137 64 197 99 226 117 r Current Draw Strobes, Horn- Strobes Multi -cd Wall Strobes (G1 -VM) UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -ed Wall Temporal Horn- strobes (G1 -HDVM) — High dB Setting 16 Vdc 16 Vfwr 16 Vdc 16 Vfwr Issue 2 UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -cd Wall Temporal Horn-strobes (G1 -HDVM) — Low dB Setting UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Homs Wall Temporal Homs (G1 -HD) Wall Homs (G1-P) UL Nameplate Rating (UL464 Effective May 2004) Typical Current (Measured by EST) UL Nameplate Rating 20 Vdc 24 Vdc 31 Vdc 20 Vfwr 24 Vfwr RMS 9 10 12 8 9 NatesandComments m 1. Current values are shown in A. m 2. UL Nameplate Rating can varyfrom Typical Current due to measure- mentmethods and instruents used. 3. EST recommends using theTypical Currentforsystem design including NACand Power Supply loading andvoltage drop calculations. 4. Use the Vdc RMS current ratings forfiltered power supply and battery AHcalculations. Usethe Vfwr RMS currentratingsforunfiltered power supplycalculations. 5. Fuses, circuit breakers and other overcurrent protection devices are typically rated for current in RMS values. Most of these devices operate based upon the heating affect of the current flowing through the device. The RMS current (not the mean current) determines the heating affect and therefore, the trip and hold threshold forthose devices. 6. Our industry has used 'mean' currents overthe years. However, ULwill direct the industry to use the 2004 RMS values in the future. EDWARDS SYSTEMS TECHNOLOGY Uterature Sheet #85001 -0573 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Measured bEST Page 5 of 6 16 cd 30 cd 75 cd 110 cd RMS Mean RMS Mean RMS Mean RMS Mean 16 Vdc 85 79 127 124 245 243 285 283 20 Vdc 71 66 98 96 188 186 240 238 24 Vde 59 55 82 80 152 150 191 190 33 Vdc 46 44 64 63 112 111 137 136 18 Vfwr 119 64 169 97 332 203 376 240 20 Vfwr 103 51 143 76 253 150 331 198 24 Vfwr 94 44 129 65 218 121 262 152 33 Vfwr 87 37 112 52 179 89 205 106 High dB Low dB RMS Mean RMS Mean 16 Vdc 22 17 17 14 20 Vdc 24 19 19 16 24 Vdc 27 21 22 18 33 Vdc 32 25 26 22 16 Vfwr 34 15 30 14 20 Vfwr 40 19 34 16 24 Vfwr 45 21 38 18 33 Vfwr 52 24 47 22 15cd 30cd 75cd 110 c RMS Mean RMS Mean RMS Mean RMS Mean 18 Vdc 102 89 135 129 246 242 309 305 20 Vdc 88 77 109 104 193 190 248 243 24 Vdc 81 71 94 90 161 158 203 200 33 Vdc 74 64 72 74 124 121 154 151 16 Vfwr 144 77 182 106 352 212 393 249 20 Vfwr 141 68 162 87 274 158 362 210 24 Vfwr 136 65 152 76 235 133 282 165 33 Vfwr 125 54 144 65 201 101 232 123 15 cd 30 cd 75 cd 110 cd RMS Mean RMS' Mean RMS Mean RMS Mean 16 Vdc 96 84 130 124 243 240 302 297 20 Vdc 79 70 104 99 189 186 241 237 24 Vdc 68 61 88 84 156 154 197 193 33 Vdc 56 52 71 68 118 116 146 143 18 Vfwr 128 69 180 104 344 204 389 244 20 Vfwr 118 60 157 84 266 156 343 200 24 Vfwr 113 54 144 74 230 128 279 161 33 Vfwr 112 48 137 64 197 99 226 117 r Current Draw Strobes, Horn- Strobes Multi -cd Wall Strobes (G1 -VM) UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -ed Wall Temporal Horn- strobes (G1 -HDVM) — High dB Setting 16 Vdc 16 Vfwr 16 Vdc 16 Vfwr Issue 2 UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -cd Wall Temporal Horn-strobes (G1 -HDVM) — Low dB Setting UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Homs Wall Temporal Homs (G1 -HD) Wall Homs (G1-P) UL Nameplate Rating (UL464 Effective May 2004) Typical Current (Measured by EST) UL Nameplate Rating 20 Vdc 24 Vdc 31 Vdc 20 Vfwr 24 Vfwr RMS 9 10 12 8 9 NatesandComments m 1. Current values are shown in A. m 2. UL Nameplate Rating can varyfrom Typical Current due to measure- mentmethods and instruents used. 3. EST recommends using theTypical Currentforsystem design including NACand Power Supply loading andvoltage drop calculations. 4. Use the Vdc RMS current ratings forfiltered power supply and battery AHcalculations. Usethe Vfwr RMS currentratingsforunfiltered power supplycalculations. 5. Fuses, circuit breakers and other overcurrent protection devices are typically rated for current in RMS values. Most of these devices operate based upon the heating affect of the current flowing through the device. The RMS current (not the mean current) determines the heating affect and therefore, the trip and hold threshold forthose devices. 6. Our industry has used 'mean' currents overthe years. However, ULwill direct the industry to use the 2004 RMS values in the future. EDWARDS SYSTEMS TECHNOLOGY Uterature Sheet #85001 -0573 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Measured bEST Page 5 of 6 High dB Low dB RMS Mean RMS Mean 16 Vdc 22 17 17 14 20 Vdc 24 19 19 16 24 Vdc 27 21 22 18 33 Vdc 32 25 26 22 16 Vfwr 34 15 30 14 20 Vfwr 40 19 34 16 24 Vfwr 45 21 38 18 33 Vfwr 52 24 47 22 15cd 30cd 75cd 110 c RMS Mean RMS Mean RMS Mean RMS Mean 18 Vdc 102 89 135 129 246 242 309 305 20 Vdc 88 77 109 104 193 190 248 243 24 Vdc 81 71 94 90 161 158 203 200 33 Vdc 74 64 72 74 124 121 154 151 16 Vfwr 144 77 182 106 352 212 393 249 20 Vfwr 141 68 162 87 274 158 362 210 24 Vfwr 136 65 152 76 235 133 282 165 33 Vfwr 125 54 144 65 201 101 232 123 15 cd 30 cd 75 cd 110 cd RMS Mean RMS' Mean RMS Mean RMS Mean 16 Vdc 96 84 130 124 243 240 302 297 20 Vdc 79 70 104 99 189 186 241 237 24 Vdc 68 61 88 84 156 154 197 193 33 Vdc 56 52 71 68 118 116 146 143 18 Vfwr 128 69 180 104 344 204 389 244 20 Vfwr 118 60 157 84 266 156 343 200 24 Vfwr 113 54 144 74 230 128 279 161 33 Vfwr 112 48 137 64 197 99 226 117 r Current Draw Strobes, Horn- Strobes Multi -cd Wall Strobes (G1 -VM) UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -ed Wall Temporal Horn- strobes (G1 -HDVM) — High dB Setting 16 Vdc 16 Vfwr 16 Vdc 16 Vfwr Issue 2 UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -cd Wall Temporal Horn-strobes (G1 -HDVM) — Low dB Setting UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Homs Wall Temporal Homs (G1 -HD) Wall Homs (G1-P) UL Nameplate Rating (UL464 Effective May 2004) Typical Current (Measured by EST) UL Nameplate Rating 20 Vdc 24 Vdc 31 Vdc 20 Vfwr 24 Vfwr RMS 9 10 12 8 9 NatesandComments m 1. Current values are shown in A. m 2. UL Nameplate Rating can varyfrom Typical Current due to measure- mentmethods and instruents used. 3. EST recommends using theTypical Currentforsystem design including NACand Power Supply loading andvoltage drop calculations. 4. Use the Vdc RMS current ratings forfiltered power supply and battery AHcalculations. Usethe Vfwr RMS currentratingsforunfiltered power supplycalculations. 5. Fuses, circuit breakers and other overcurrent protection devices are typically rated for current in RMS values. Most of these devices operate based upon the heating affect of the current flowing through the device. The RMS current (not the mean current) determines the heating affect and therefore, the trip and hold threshold forthose devices. 6. Our industry has used 'mean' currents overthe years. However, ULwill direct the industry to use the 2004 RMS values in the future. EDWARDS SYSTEMS TECHNOLOGY Uterature Sheet #85001 -0573 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Measured bEST Page 5 of 6 15cd 30cd 75cd 110 c RMS Mean RMS Mean RMS Mean RMS Mean 18 Vdc 102 89 135 129 246 242 309 305 20 Vdc 88 77 109 104 193 190 248 243 24 Vdc 81 71 94 90 161 158 203 200 33 Vdc 74 64 72 74 124 121 154 151 16 Vfwr 144 77 182 106 352 212 393 249 20 Vfwr 141 68 162 87 274 158 362 210 24 Vfwr 136 65 152 76 235 133 282 165 33 Vfwr 125 54 144 65 201 101 232 123 15 cd 30 cd 75 cd 110 cd RMS Mean RMS' Mean RMS Mean RMS Mean 16 Vdc 96 84 130 124 243 240 302 297 20 Vdc 79 70 104 99 189 186 241 237 24 Vdc 68 61 88 84 156 154 197 193 33 Vdc 56 52 71 68 118 116 146 143 18 Vfwr 128 69 180 104 344 204 389 244 20 Vfwr 118 60 157 84 266 156 343 200 24 Vfwr 113 54 144 74 230 128 279 161 33 Vfwr 112 48 137 64 197 99 226 117 r Current Draw Strobes, Horn- Strobes Multi -cd Wall Strobes (G1 -VM) UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -ed Wall Temporal Horn- strobes (G1 -HDVM) — High dB Setting 16 Vdc 16 Vfwr 16 Vdc 16 Vfwr Issue 2 UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -cd Wall Temporal Horn-strobes (G1 -HDVM) — Low dB Setting UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Homs Wall Temporal Homs (G1 -HD) Wall Homs (G1-P) UL Nameplate Rating (UL464 Effective May 2004) Typical Current (Measured by EST) UL Nameplate Rating 20 Vdc 24 Vdc 31 Vdc 20 Vfwr 24 Vfwr RMS 9 10 12 8 9 NatesandComments m 1. Current values are shown in A. m 2. UL Nameplate Rating can varyfrom Typical Current due to measure- mentmethods and instruents used. 3. EST recommends using theTypical Currentforsystem design including NACand Power Supply loading andvoltage drop calculations. 4. Use the Vdc RMS current ratings forfiltered power supply and battery AHcalculations. Usethe Vfwr RMS currentratingsforunfiltered power supplycalculations. 5. Fuses, circuit breakers and other overcurrent protection devices are typically rated for current in RMS values. Most of these devices operate based upon the heating affect of the current flowing through the device. The RMS current (not the mean current) determines the heating affect and therefore, the trip and hold threshold forthose devices. 6. Our industry has used 'mean' currents overthe years. However, ULwill direct the industry to use the 2004 RMS values in the future. EDWARDS SYSTEMS TECHNOLOGY Uterature Sheet #85001 -0573 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Measured bEST Page 5 of 6 15 cd 30 cd 75 cd 110 cd RMS Mean RMS' Mean RMS Mean RMS Mean 16 Vdc 96 84 130 124 243 240 302 297 20 Vdc 79 70 104 99 189 186 241 237 24 Vdc 68 61 88 84 156 154 197 193 33 Vdc 56 52 71 68 118 116 146 143 18 Vfwr 128 69 180 104 344 204 389 244 20 Vfwr 118 60 157 84 266 156 343 200 24 Vfwr 113 54 144 74 230 128 279 161 33 Vfwr 112 48 137 64 197 99 226 117 r Current Draw Strobes, Horn- Strobes Multi -cd Wall Strobes (G1 -VM) UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -ed Wall Temporal Horn- strobes (G1 -HDVM) — High dB Setting 16 Vdc 16 Vfwr 16 Vdc 16 Vfwr Issue 2 UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -cd Wall Temporal Horn-strobes (G1 -HDVM) — Low dB Setting UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Homs Wall Temporal Homs (G1 -HD) Wall Homs (G1-P) UL Nameplate Rating (UL464 Effective May 2004) Typical Current (Measured by EST) UL Nameplate Rating 20 Vdc 24 Vdc 31 Vdc 20 Vfwr 24 Vfwr RMS 9 10 12 8 9 NatesandComments m 1. Current values are shown in A. m 2. UL Nameplate Rating can varyfrom Typical Current due to measure- mentmethods and instruents used. 3. EST recommends using theTypical Currentforsystem design including NACand Power Supply loading andvoltage drop calculations. 4. Use the Vdc RMS current ratings forfiltered power supply and battery AHcalculations. Usethe Vfwr RMS currentratingsforunfiltered power supplycalculations. 5. Fuses, circuit breakers and other overcurrent protection devices are typically rated for current in RMS values. Most of these devices operate based upon the heating affect of the current flowing through the device. The RMS current (not the mean current) determines the heating affect and therefore, the trip and hold threshold forthose devices. 6. Our industry has used 'mean' currents overthe years. However, ULwill direct the industry to use the 2004 RMS values in the future. EDWARDS SYSTEMS TECHNOLOGY Uterature Sheet #85001 -0573 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Measured bEST Page 5 of 6 r Current Draw Strobes, Horn- Strobes Multi -cd Wall Strobes (G1 -VM) UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -ed Wall Temporal Horn- strobes (G1 -HDVM) — High dB Setting 16 Vdc 16 Vfwr 16 Vdc 16 Vfwr Issue 2 UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Multi -cd Wall Temporal Horn-strobes (G1 -HDVM) — Low dB Setting UL Nameplate Rating (UL1971, Effective May 2004) Typical Current (Measured by EST) Homs Wall Temporal Homs (G1 -HD) Wall Homs (G1-P) UL Nameplate Rating (UL464 Effective May 2004) Typical Current (Measured by EST) UL Nameplate Rating 20 Vdc 24 Vdc 31 Vdc 20 Vfwr 24 Vfwr RMS 9 10 12 8 9 NatesandComments m 1. Current values are shown in A. m 2. UL Nameplate Rating can varyfrom Typical Current due to measure- mentmethods and instruents used. 3. EST recommends using theTypical Currentforsystem design including NACand Power Supply loading andvoltage drop calculations. 4. Use the Vdc RMS current ratings forfiltered power supply and battery AHcalculations. Usethe Vfwr RMS currentratingsforunfiltered power supplycalculations. 5. Fuses, circuit breakers and other overcurrent protection devices are typically rated for current in RMS values. Most of these devices operate based upon the heating affect of the current flowing through the device. The RMS current (not the mean current) determines the heating affect and therefore, the trip and hold threshold forthose devices. 6. Our industry has used 'mean' currents overthe years. However, ULwill direct the industry to use the 2004 RMS values in the future. EDWARDS SYSTEMS TECHNOLOGY Uterature Sheet #85001 -0573 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Measured bEST Page 5 of 6 Catalog Number Description Ship Wt. Ibs (kg) White Finish Red Finish G1 -HDVM G1R -HDVM Genesis Hom- Strobe (selectable 15, 30, 75, or 110 cd output, selectable high/low dB output) 0.25 (0.11) G1 -VM G1R -VM Genesis Strobe (selectable 15, 30, 75, or 110 cd output) G1 -1-ID G1R -HD Genesis Temporal Horn (selectable high/low dB output) G1 -P G1R -P Genesis Steady Hom (not compatible with Genesis Signal Master) G1F -HDVM G1RF -HDVM Genesis Horn - Strobe (selectable 15, 30, 75, or 110 cd output, selectable high/low dB output) - with °FIRE° marking G1F -VM G1RF -VM Genesis Strobe (selectable 15, 30, 75, or 110 cd output) - with °FIRE° marking G1F -HD G1RF -HD Genesis Temporal Horn (selectable high/low dB output) - with 'FIRE" marking G1F -P G IRF -P Genesis Steady Horn with "FIRE' marking (not compatible with Genesis Signal Master) G1M Genesis Signal Master - Snap -on Mount 0.1 (0.5) G1M -RM Genesis Signal Master - Remote Mount (1 -gang) SIGA -CC1S Intelligent Synchronization Output Module (2 -gang) 0.5 (0.23) SIGA -MCC1S Intelligent Synchronization Output Module (Plug -in UIO) 0.18 (0.08) G1T GIRT Genesis Trim Plate (for two -gang or 4° square boxes) 0.15 (0.7) G1T -FIRE G1RT -FIRE Genesis Trim Plate (for two -gang or 4° square boxes) with "FIRE" markings 0.15 (0.7) 27193 -16 27193 -11 One -gang surface mount box 1 (0.4) Ordering Information Mounting Accessories Synchronization Modules ® 2003 EST Page 6of Genesis Horn - Strobes may be ordered in red or white, with or without 'FIRE' marking. WARNING: These devices will not operate without electrical power. As fires frequently cause power interruptions, we suggest you discuss further safeguards with your local fire protection specialist. These visible signal appliances' flash intensity may not be adequate to alert or awaken occupants in the protected area. Research indicates that the intensity of strobe needed to awaken 90% of sleeping persons is approximately 100 cd. EST recommends that strobes in sleeping rooms be 110 cd minimum. Genesis and FullLight Strobe Technology are trademarks of Edwards Systems Technology, Inc. EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. Literature Sheet #85001-0573 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. Primed in U.SA. (origin) Issue 2 A product of EST Marketing, Sarasota. FL 4 1 Product description The Integrity Synchronized Temporal Hom -Strobe is a fire alarm notification appliance designed for indoor or outdoor walls and ceilings. (The 15 cd strobe is for indoor use only.) See Table 1 for a list of model numbers. The strobe operates on any existing two-wire signal circuit. The hom can be set to sound a temporal tone or a steady tone. Its output level can be set to 102 dBA or 98 dBA. The strobe features an enhanced synchronization circuit to comply with the latest requirements of UL 1971 Signaling Devices for the Hearing Impaired. Synchronized operation requires a separately installed synchronization control module. See Table 2 for a list of compatible synchronization modules. Caution: To ensure flash synchronization, do not install this enhanced strobe (identified by a red cd rating on the front of the unit) in the same field of view as older model strobes (identified by a black cd rating on the front of the unit). Install this product in accordance with applicable requirements in the latest editions of NFPA 72, National Fire Alann Code, and the Canadian Electrical Code, Part 1, Section 32, and in accordance with the local authorities having jurisdiction. This equipment has been tested and found to comply with the limits for a Class A digital device, pursuant to Part 15 of the FCC Rules and Regulations. These limits are designed to provide reasonable protection against harmful interference when the equipment is operated in a commercial environment. This equipment generates, uses, and can radiate high - frequency energy and, if not installed and used in accordance with the instruction manual, may cause harmful interference to radio communications. Operation of this equipment in a residential area is likely to cause harmful interference in which case the user will be required to correct the interference at his own expense. Installation Sheet Synchronized Temporal Hom- Strobe Synchronized Temporal Horn - Strobe Table 1: Models Description 15 cd hom- strobe, red 757 -5A -T INT -5AT XLS757 -5A -T 15 cd hom - strobe, white 757 -5A -TW INT -5ATW XLS757 -5A -TW 30 cd hom - strobe, red 757 -3A -T INT 3AT XLS757 -3A -T 30 cd hom - strobe, white 757 -3A -TW INT -3ATW XLS757 -3A -TW 15/75 cd hom - strobe, 757 -7A T INT -7AT red XLS757 -7A -T 15/75 cd hom - strobe, 757 -7A -TW INT -7ATW white XLS757 -7A -TW 1t0 cd hom-strobe, red 757 -8A -T INT -8AT XLS757 -8A -T 110 cd hom-strobe, 757 -8A -TW INT -8ATW white XLS757 -8A -TW Surface box, red, indoor 757A -SB INT-SB Surface box, white, indoor Weatherproof box, red, 757A -WB INT -WB outdoor XLS757A -WB 2459 -WPB -R Weatherproof box, white, 757A -WBW INT -WBW outdoor XLS757A -WBW 2459 -WPB -W Bidirectional mounting frame, red, indoor Bidirectional mounting frame, white, indoor Table 2: Compatible synchronization modules Description Model number Auto -Sync Output SIGA -CCIS SIGA -MCCIS Module SIGA- CC1S -LG SIGA- MCCIS -LG Genesis Signal Master - Remote Mount Number XLS757A -SB 2459 -SMB -R 757A -SBW XLS757A -SBW 757A -BDF XLS757A -BDF 757A -BDFW XLS757A -BDFW ADTG 1 M -RM EG1 M -RM G1 M -RM G1 M -RM-LG INT -SBW 2459 -SMB -W INT -BDF 2459 -BDF -R INT -BDFW 2459 -BDF -W MG1 M -RM XLSG1 M -RM ZG1 M -RM Specifications Operating voltage: See Table 3 The strobe must be connected to a continuous voltage. The hom must be connected to a continuous voltage when it is set to sound a temporal tone; it may be connected to either a pulsed or continuous voltage when set to sound a steady tone. Strobe operating current: See Table 4 26JUL04 ® P /N: 3100376 REV: 3.0 1/4 Method Temporal Low High Continuous Low High Anechoic — peak at 24 Vdc 99 104 99 104 Anechoic — average at 24 Vdc 94 98 94 98 Reverberant room per UL 464 at 16 Vdc 75 80 79 83 ULI at 24 Vdc 78 83 82 86 ULI at 33 Vdc 81 86 85 89 Hom operating current 16 to 33 Vdc: 35 mA , 16 to 33 Vfwr: 82 mA Hom and strobe currents are additive when connected in parallel. Sound output: See Table 5 Light output: See Table 6 Synchronization: Meets UL 1971 requirements. Maximum allowed resistance between any two devices is 20 S2. Refer to specifications for the synchronization control module, this strobe, and the control panel to determine allowed wire resistance. Hom temporal pattern: 0.5 s on, 0.5 s off, 0.5 s on, 0.5 s off, 0.5 s on, 1.5 s off, repeat cycle Wire size: 12 to 18 AWG (2.50 to 0.75 sq mm) Compatible electrical boxes North American 2 -1/2 inch (64 mm) deep 2 -gang Standard 4 in square box 2 -1/8 in (54 mm) deep Mounting boxes per Table 1 Operating humidity Indoor. 93% relative humidity at 86 °F (30 °C) Outdoor. 95% relative humidity at 90 °F (32 ° C) Operating temperature Indoor: 32 to 120 °F (0 to 49 °C) Outdoor. —40 to 150 °F (-40 to 66 °C) Agency listings: Meets ULC -S525 and UL 464 eighth edition and year 2004 UL requirements for standards UL 1638 and UL 1971 (see Figure 1) Table 3: Strobe operating voltage Agency UL [1] ULC Vdc Vfwr 20 to 31 20 to 31 [1] This device was tested to the regulated 24 Vdc/fwr operating voltage limits of 16 V and 33 V. Do not apply 80% and 110% of these values for system operation. Table 4: Maximum operating current (A RMS) Voltage 15 cd 30 cd 15/75 cd 110 cd Vdc 0.109 0.130 0.150 0.329 Vfwr 0.150 0.189 0.210 0.420 Table 5: Sound output (dBA) [1] [1] Sound level output at 10 ft (3.05m) P /N: 3100376 REV: 3.0 2/4 16 to 33 16 to 33 Table 6: Ught output (cd) Model UL 1971 UL 1638 [1] ULC S526 15 cd 15 wall mount 15 indoor only 15 cd only 30 cd 15/75 cd 110cd 30 wall 15 ceiling 15 wall 15 ceiling 110 wall 60 ceiling [1] Tested at -31 °F ( -35 °C) 30 (9.0 [ 75 (17.7 [ 110 (70.7 [ Angle � 5 0 5 ue ` 75 cd -20 , _ - 15 20 ZR 30 -38 as 4 0 X, w 30 cd 120 cd ,pp p: .p:y�p: p.. p , � y ppyyiipp pp : {, . � tip ppyd It' Percentage of rated output - s LEGEND J 45 A 50 y ! , • .. . - - • -- VertIcal J NorizontaUCeiling • Figure 1: UL 1971 minimum light output (% of rating vs. angle) Installation instructions WARNING: To reduce the risk of shock, do not tamper with the unit when the circuit is energized. Disconnect all power and allow 5 minutes for stored energy to dissipate before handling. Caution: Electrical supervision requires the wire run to be broken at each terminal. Do not loop the signaling circuit field wires around the terminals. Sleeping rooms: In sleeping areas, the 110 cd strobe must be wall mounted not Tess than 24 in (61 cm) from the ceiling and no more than 16 ft (4.88 m) from the pillow. Distance to the ceiling is measured from the top of the signal Tens. Figure 5 shows mounting details for a standard 4 in square box. An extension ring can be used for additional wiring space. When using a standard 2 -gang electrical box that is 2 -1/2 in (64 mm) deep, conduit entry must be. from the rear of the box. Figure 5 also shows a weatherproof and surface mount boxes. See Table 1 for model numbers of compatible boxes. To install the temporal horn/strobe: 1. The unit is set to 102 dBA at the factory. To set the output to 98 dBA, remove the low output jumper from the circuit board on the rear of the unit (see Figure 2). 26JUL04 Installation Sheet Synchronized Temporal Hom -Strobe output to steady tone, remove the continuous tone jumper from the circuit board on the rear of the unit (see Figure 2). Tip: Save each jumper by sliding it onto a single pin in case you need to change the settings again. 3. Select and install a suitable electrical box. For outdoor installations use a weatherproof backbox. 4. Bring the signal circuit field wiring into the electrical box. 5. Position the mounting plate on the electrical box with the hook flange facing outward as shown in Figure 5. Fasten the plate using two pan -head slotted screws (supplied). 6. Connect the strobe and hom terminals to the signal circuit field wiring. You must observe polarity for the unit to function properly. See the Wiring diagrams topic, below. For additional wiring details, see the installation instructions for the signaling modules or circuits used in the fire alarm control panel. 5-1/2 in (140 mm 5-1/2 in, (140 mm) Gasket Captive locking screw Synchronized Temporal Horn - Strobe 5 -59/64 in (150 mm) Hook flange '.r 5/8 in (16 mm) 3 -13/32 in (87 mm) 5 -59/64 in (150 mm) 2 -1/8 in w V Mounting plate 8-32 screw (supplied) • ow. sow uIUuuwea 01 la wuINIaaa, attowi U 111 U1 in to U plate. • The grille has tabs (at the top of the inner face) that engage with the hook flange on the mounting plate. • Angle the bottom of the grille out slightly, and slide the unit into place so that the tabs engage the flange. Seat the grille by pressing the bottom in. Fasten the bottom of the grille to the mounting plate by tightening the captive locking screw. 8. Apply power and activate the unit to verify that it is operating properly. Wiring diagrams For wiring installation details, see the applicable control panel installation manual. Weatherproof box Standard box Knockouts for 1/2 in (13 mm) or 3/4 in (19 mm) conduit top, bottom, back 3-5/16 in (84 mm 5 in 143 mm) Surface mount box 5 in (143 mm) Installation Sheet 26JUL04 P /N: 3100376 REV: 3.0 3/4 EDWARDS SYSTEMS TECHNOLOGY Compatibility -) QuickStart FireShield EST2 EST3 LSS4 IRC-3/FCC Remote Booster Power Supplies Models: BPS6 and BPS1 0 Features • Extends power available to Notification Appliance Circuits (NACs). • Available in 10 amp and 6.5 amp versions. • Includes four independent 3 amp NACs — two configurable as auxiliary outputs. • Configurable signal rates. • Field selectable input -to- output correlation. • Two inputs allow activation by Signature Series modules or existing NACs. • NACs configure for either four Class B or two Class A circuits. • 110 Vac and 220 Vac versions • On -board status LEDs for easy recognition of wiring faults. Description The Remote Booster Power Supply is a self- contained 24 Vdc power supply designed to augment fire alarm audible and visual power requirements. The booster contains all of the necessary circuits to monitor and charge batteries, control and supervise four Class B or two Class A NAC circuits and monitor two control- ling inputs from external sources. Simple switch selection provides a wide variety of operational configurations. Each remote booster power supply is supplied with its own enclosure providing ample space for additional interface modules and battery compartment. The Remote Booster Power Supply is available in either a 6.5 or 10 amp version @ 24 Vdc. Application The Remote Booster Power Supply provides additional power for audible and visual devices when constrained by system capacity or site application. Fault conditions detected by the BPS will open the main panel's NAC. This initiates a trouble condition and eliminates the need to wire a separate trouble contact back to the control panel. During alarm condition, detected faults are overridden and the main panel's default configuration is continuous 24 Vdc on all Issue 6 Literature Sheet #85005 -0107 Not to be used for Installation purposes. For the most current literature and updates visit www.est.net. BPS6 POWER SUPPLIES NACs typically used to drive visual devices. The BPS's default output configuration is continuous 24 Vdc on all NACs. This output is typically used to drive visual devices. BPS notification appliance circuits easily configure for any one of three signaling rates: 120 SPM; 3 -3 -3 temporal; or, continuous. This makes the BPS ideal for applications requiring signaling rates not available from the main panel. It also allows independent setup of a notification appliance circuit without interfering with the main panel and its initiating circuits. In addition to the three generated signal rates, the BPS can also be configured to follow the signal rate of the main panel's notification appliance circuit. This allows seamless expansion of existing NACs. The BPS includes seven on -board LED indicators: one for each resident NAC; one for battery supervision; one for ground fault; and, one for ac power. The trouble contact has a sixteen second delay when an ac power failure or brownout condition is detected. This reduces the reporting of troubles during short duration ac brownouts. NAC configuration options include: ac power fail delay (16 seconds or 6 hours); sensing input to NAC output correlations; and, auxiliary outputs. NAC 3 and 4 are configurable as auxiliary outputs. Auxiliary outputs can be always on, or off after 30 seconds without ac power. Jumpers configure the BPS for Class A or Class B wiring. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL941- 739-4638; FAX941- 727 -1214 • CANADA SALES: OWEN SOUND, ON 519 - 376-2430; FAX 519 - 376-7258 INTERNATIONALSALES: 905-270-1711; FAX905- 270 -9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD &NEWPORT, ME Page 1 of 4 Catalog Number 6.5 amp Booster 10 amp Booster AC Line Voltage 120VAC or 220- 240VAC 50 /60Hz 250 watts 120VAC or 220- 240VAC 50 /60Hz 375 watts Notification Appliance Power 3.0A max. per circuit @ 24Vdc nominal 6.5A max total all NACs 3.0A max. per circuit @ 24Vdc nominal 10A max total all NACs Auxiliary Outputs Two configurable outputs replace NACs 3 and /or 4. NAC 3 and /or 4 are configurable as auxiliary outputs. Input Current (from an existing NAC) 3mA @ 12Vdc, 6mA @ 24Vdc Booster Internal Supervisory Current 70mA Signature Mounting Space Accomodates three two -gang modules. Maximum Battery Size 10 Amp Hours (2 of 12V10A) Terminal Wire Gauge 18 -12 AWG Relative Humidity 0 to 93% non condensing Temperature Rating 32° to 120 °F (0° to 49 °C) NAC Wiring Styles Class A or Class B Output Signal Rates Continuous, 120 SPM, 3 -3 -3 temporal, or follow installed panel's NAC. Agency Listings UL, ULC, CSFM, FM Catalog Number Description Shipping Wt. lb (kg) BPS6 6.5 Amp Booster Power Supply 13 ( 5.9) BPS6220 6.5 Amp Booster Power Supply (220V) 13 (5.9) BPS6C 6.5 Amp Booster Power Supply (ULC Version) 13 (5.9) BPS10 10 Amp Booster Power Supply 13 (5.9) BPS10220 10 Amp Booster Power Supply (220V) 13 (5.9) BPS1OC 10 Amp Booster Power Supply (ULC Version) 13 (5.9) Related Equipment 12V6A5 6.5 Amp Hour Battery, two required 3.4 (1.6) 12V10A 10 Amp Hour Battery, two required 9.5 (4.3) 260006 UL Listed Fuse Holder c/w 4 Amp Fuse Ordering Information Specifications Engineering Specification Supply where needed EST BPS series Booster Power Supplies as an extension of Notification Appliance Circuits. The extension shall be in the form of a stand alone booster power supply. The supply must incorporate its own standby batteries. Batteries must be sized for <24 >, <60> hours of standby followed by <5 >, <30> minutes of alarm. It must be possible to support up to 10 amp hour batteries. Page 2 of 4 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #86006 -0107 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. The booster supply must incorporate four independent super- vised Notification Appliance Circuits. It shall be possible to configure the NACs to follow the main panel's NAC or activate from intelligent Signature Series modules. The booster NACs must be configurable to operate independently at any one of the following rates: continuous; 120 SPM; or, 3 -3 -3 temporal. Fault conditions on the booster shall not impede alarm activation of host NAC circuits. Issue 6 1 Typical Wiring Single booster anywhere on a notification appliance circuit Existing NAC end -of -line resistors are not required to be installed at the booster's terminals. This allows multiple boosters to be driven from a single NAC circuit without the need for special configurations. Multiple boosters cascaded from a single notification appliance circuit NAC Circuit Fire Alarm Control Panel APP-03.CDRI Issue 6 NAC Circuit NAC Circuit Fire Alarm Control Panel V 0 0 Booster Power Supply L 0 s. Booster Power Supply 0 06 v F. Booster Power Supply I <_ Booster Power Supply 0 0 Booster Power Supply To next signaling device, booster, or EOL resistor To next signaling >device, booster, or EOL resistor > NAC output #1 > NAC output #2 > NAC output #3 NAC output #4 To next signaling >device, booster, or EOL resistor NAC output #1 > NAC output #2 > NAC output #3 NAC output #4 To next signaling )device booster or EOL resistor > NAC output #1 > NAC output #2 > NAC output #3 > NAC output #4 Multiple notification appliance circuits branched from a single control panel To next signaling —1/—*device, boo, or EOL resistor ster > NAC output #1 m NAC output #2 > NAC output #3 > NAC output #4 v Booster Power Supply NAC output #4 NAC output #1 o NAC output #2 > NAC output 83 0 Booster Power Supply Main Board P3 L N 0 NAC Circuit NAC Circuit Fire Alarm Control Panel Multiple Signature modules branching a single notification appliance circuit P4 NOTES: 0 Used for another Class B NAC circuit. All 5 outputs activate when — input NAC #1 activates (based on programming) To next signaling All 5 outputs activate when > device, booster, or — input NAC #2 activates EOL resistor (based on programming) > NAC output #1 > NAC output #2 > NAC output #3 > MAC output #4_ NAC1 NAC2 NAC3 NAC4 IN Sense 1 COM OUT IN Sense 2 COM OUT NO Trouble COM Batte NC P1 dl 0 > > is m -+ N c Booster Power Supply Po Up to 10 CC1 or UM modules per booster NAC. EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85005 -0107 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. >To next signaling device, booster, or i EOL resistor NAC Circuit _ s IO I`'' ' 109 CC Module + -+- o +- 8 7 65 4321 10 CC1 Module + -+- o . - +- 8765 4321 PI EOL 15 K n l.S Zsi > NAC output #1 $. NAC output #2 > NAC output #3 > NAC output #4 EOL 15 K I / From existing fire alarm panel notification circuit or CC1 module Out to EOL or next device NAC Circuit 1.5 amps total Data out to next device Data in from previous device or Signature controller I MP; 1.5 amps total Data n from previous device or Signature controller Data out to next device EOL 47 K NAC Circuit EOL 47 K More typical wiring diagrams on the next page... Page 3 of 4 Typical Wiring Signature module used to activate the booster This configuration eliminates the necessity of using a NAC circuitas an AUX or running a separate 24V source. Signature modules may also be used to divide the booster's 3 amp output circuits into smaller current loads. Booster Power Supply Main Board P3 L N G P4 3.375" (8.6 cm) © 2003 EST Page 4 of 4 NAC1 NAC2 ± NAC3 NAC4 /+ AUX - IN Sense 1 COM OUT IN Sense 2 COM OUT NO Trouble COM Bette ry NC Po Notification Appliance Circuit (NAC) W� m® Installation and Mounting Dimensions Top View piiance Circuit (NAC) W J 1' 9 ® CC1S Module 8785 O 4321 Data out to next device. 1® Data in from previou A NOTES: device or Signature Lf] Used for another Class B NAC circuit. controller ®CC1 S draws 6mA of current in alarm. ®CC1 S wiring must be within 3 feet of the Booster wiring and in conduit or mounted within the Booster's enclosure. 4. Any Booster trouble will cause the CC1 S supervision to report a trouble to the main fire panel. ® Batteries. A UL listed in -line fuse holder, p/n 260006 with maximum 4 A fuse. 13.00" (33.02 cm) 0 0 Up to 10 CC1 or UM modules per booster NAC. 3g0" (8.9 Multiple Signature modules as booster inputs Configure the outputs where zoning is required. Booster Power Supply Main Board IN Sense 1 COM OUT IN Sense 2 COM OUT NO Bette COM NC P3 L N G P4 Iy13 A NOTES: Used for another Class B NAC circuit. 2. Any Booster trouble will cause the CC1 supervision to report a trouble to the main fire panel. ® Modules must be wired and programmed on the Signature controller for proper operation. gym) I n n,n V irrlVl NAC1 NAC2 NAC3 NAC4 P1 Po Literature Sheet #85005 -0107 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Notification . .pliance Circuit (NAC) [�7 fJl Cam' 1 [xl Notification fiance Circuit (NAC) [:z] APP [ ;l � DZ • Y [Xi7 [x] 109 CC1 Module + - +- 0 0 8785 4321 Riser In 12 - 24 Vdc Assembly ID + 109 CC1 Module + -+- O 0 8'85 4321 Riser out to next device or riser supervisory device Notes: 1. Maintain 1/4 in. (6 mm) spacing between power limited and non -power limited wiring or use type FPL, FPLR, or FPLP cable per NEC. n Supervised when not configured as auxiliary power. Non - supervised when configured as auxiliary power. © Source must be power limited. EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. Printed in U.S.A. (origin) Issue 6 A product of EST Marketing, Sarasota, FL • • • 13.00" (33.02 cm) ■ (wo e•ct7) .00'L l ►I 0 . . 04 7.00" (17 cm) ).8, i . 0 Front View All knockouts for 3/4" conduit (1.9 cm) . . Typical Wiring Signature module used to activate the booster This configuration eliminates the necessity of using a NAC circuitas an AUX or running a separate 24V source. Signature modules may also be used to divide the booster's 3 amp output circuits into smaller current loads. Booster Power Supply Main Board P3 L N G P4 3.375" (8.6 cm) © 2003 EST Page 4 of 4 NAC1 NAC2 ± NAC3 NAC4 /+ AUX - IN Sense 1 COM OUT IN Sense 2 COM OUT NO Trouble COM Bette ry NC Po Notification Appliance Circuit (NAC) W� m® Installation and Mounting Dimensions Top View piiance Circuit (NAC) W J 1' 9 ® CC1S Module 8785 O 4321 Data out to next device. 1® Data in from previou A NOTES: device or Signature Lf] Used for another Class B NAC circuit. controller ®CC1 S draws 6mA of current in alarm. ®CC1 S wiring must be within 3 feet of the Booster wiring and in conduit or mounted within the Booster's enclosure. 4. Any Booster trouble will cause the CC1 S supervision to report a trouble to the main fire panel. ® Batteries. A UL listed in -line fuse holder, p/n 260006 with maximum 4 A fuse. 13.00" (33.02 cm) 0 0 Up to 10 CC1 or UM modules per booster NAC. 3g0" (8.9 Multiple Signature modules as booster inputs Configure the outputs where zoning is required. Booster Power Supply Main Board IN Sense 1 COM OUT IN Sense 2 COM OUT NO Bette COM NC P3 L N G P4 Iy13 A NOTES: Used for another Class B NAC circuit. 2. Any Booster trouble will cause the CC1 supervision to report a trouble to the main fire panel. ® Modules must be wired and programmed on the Signature controller for proper operation. gym) I n n,n V irrlVl NAC1 NAC2 NAC3 NAC4 P1 Po Literature Sheet #85005 -0107 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Notification . .pliance Circuit (NAC) [�7 fJl Cam' 1 [xl Notification fiance Circuit (NAC) [:z] APP [ ;l � DZ • Y [Xi7 [x] 109 CC1 Module + - +- 0 0 8785 4321 Riser In 12 - 24 Vdc Assembly ID + 109 CC1 Module + -+- O 0 8'85 4321 Riser out to next device or riser supervisory device Notes: 1. Maintain 1/4 in. (6 mm) spacing between power limited and non -power limited wiring or use type FPL, FPLR, or FPLP cable per NEC. n Supervised when not configured as auxiliary power. Non - supervised when configured as auxiliary power. © Source must be power limited. EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate. We can not cover specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact EST. Printed in U.S.A. (origin) Issue 6 A product of EST Marketing, Sarasota, FL • • • BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) f,,4 - /gay U N . ii) Z517y Owner's Address City State Zip Tenant/Lessee Name Job Address (where the work is being done) I q o H tit/ 11 S County Miami -Dade NO City Miami Shores Village Is Building Historically Designated YES Contractor's Address City fi /A - r1 Qualifier State Certificate or Registration No. $ Value of Work For this Permit c Type of Work: ❑Addition ❑Alteration Describe Work: 11 , Notary $ Training/Education Fee $ Scanning $ Radon $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tlelc lj F _� a - ) 756.8972 AP2 fi 2 °'41•15 Master Permit No. /' O � Electrical Plumbing Mechanical Contractor's Company Name cr3a.l r.j jiJ 7/ State FL. New Phone # Phone # Permit No. ees ****************************** Roofing Zip 3 3d C/ S03 (007 hone # 3 PS 9 Zip 3 i /64 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: 6 ❑ Repair/Replace ❑ Demolition Submittal Fee SCD .cJ Permit Fee $ CCF $ CO /CC Technology Fee $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ State Bonding Company's Name (if applicable) Bonding Company's Address City Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. APPLICATION APPROVED BY: Chc 05/13/03 NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning CONTRACTOR New Construction Name 671/g- SS 1 &-&, 9/7 7 :7y -ill License No. env 0 / ea r, , . ! Address JB D- / N t.) -7 0 .S K44'4, �i 33) Go Telephoner - 6 -9;t473 2_, Fax a/- SW- 273 6 Qualifier Narne---- CA f?) 0 4) / y TYPE OF MANAGEMENT,( ✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: / 7 - 0 /L U) // J--q Address Apt. Folio Number T P42e b2 '1 j Lot Block Subdivision PB Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Build' t.7 ng Electrical Mechanical Plumbing LPGX Roofing Fence Other Value of Work 9 OrZiO s Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name Pa- !°-1 �C,S License No. Address Telephone Fax PROPERTY OWNER Name 0g Address Home Telephone Business Telephone Fax PERMIT APPLICATION Master Permit No. J /45e04 , J/ 3 I Subsidiary Permit No. _94s-red City State Description of Work 5722 F/� 7` 3 t Zip PG Zoning Linear Feet Square Feet v Units Floors .Z. ENGINEER Name License No. Address Telephone Fax Page 2 PERMIT APPULCATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SHE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Notary Public - State of Florida SEAL: SEAL: Signature of Owner Signa •' Contractor / Qualifier Print Name Print Name Swom to and subscribed before me this day of Sworn to subscribed before me this day of i Signa ' e of Notary Public - State Mariana Delgado 11/4, • ` My commission Di]049098 Expires AuBGsi 12, 2005 Personally known OR, Produced Identification Personally known ( V OR, Produced Identification Type of Identification Produced: Type of Identification Produced: BUILDING - PERMIT kPLICATIO FBC 2001 Permit Type (circle): Total Fee Now Due $ Architect/Engineer's Name (if applicable) (Continued on opposite side) p^� /13 eo ,vF /; ' i l � l5' t ,Z Zip 3Y/ Type of Work: ['Addition I7Kreration Describe Work: 44 vi f °�'�! y` ,77 Iry cis $f t 7 - 7 ' f , 9/ #JS' �s- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Sho es, Florida 33138 as - 721a faXM 0 ° ) 756.8972 Permit No. 0 4 0 9 6 3(4 Electrical Plumbing Mechanical Roofing 14"/"1/ 7i�v Pev'S / hone # � 7 Owner's Name (Fee Simple Titleholder) Owner's Address City Tenant/Lessee Name Phone # Job Address (where the work is being done) / 1t - v (t/ G City Miami Shores Villa e County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 8Cq -e � q r9 O, f" a't Phone # 5a-s 772 - 2ffo' 7 Contractor's Address 2!7 /1/74/0 Op - ' Cit CO ter ( 4i/p0.5 State F L zip 5 3/.3 5./ Qualifier State Certificate or Registration No. Ca C a 7 Z OS Certificate of Competency No. Phone # $ Value of Work For this Permit Square Footage Of Work: ❑ Demolition Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee$ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. y c n Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will . be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE- ,RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by , day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 4` 2 9 24 Vi /0 Shruc A Plans Examiner Engineer Zoning A B C D E F 0 ITEM DESCRIPTION OF WORK SCHEDULED NO. VALUE BUILDING SUBCONTRACTOR PERMIT FEES STUDENT RESIDENCES II NOTES PERMIT PERMIT PREV CHARGED SCHEDULE OF VALUES FEES FEES OR NO FEES TO BE CHARGED 09-2500 DRYWALL 325,000 Bldg permit cost 09 -3100 CERAMIC/QUARRY TILE/PORCELAIN TILE 42,500 Bldg permit cost 09 -5100 ACOUSTIC CEILINGS 8,000 Bldg permit cost 09-6500 RESILIENT FLOORING/CARPETING 52,000 Bldg permit cost 09 -9000 PAINTING/WALLCOVERING 65,000 Sub permit cost 10 -1600 TOILET PARTITION 0 10 -2000 LOUVERS 0 10-5000 CLOSET SHELVING 3,500 Bldg permit cost 10-5100 FIRE EXTINGUISHERS /CABS 2,200 Bldg permit cwt 10-6300 BUILDING COVERED WALKWAY ENTRANCES 21,259 Bldg permit cost 10-8000 TOILET/BATH ACCESSORIES 13,500 Bldg permit cost F 2 5 14-2000 ELEVATORS 45,000 Bldg permit cost 15-4000 PLUMBING SYSTEM 250,000 Sub permit cost 15-5000 FIRE SPRINKLERS 72,102 Sub permit cwt 15 -7010 HVAC 100,000 Sub permit cwt 16-1000 ELECTRICAL SYSTEMS INCLUDING FIRE ALARM 361,370 Sub pemait cost 18-1000 OVERHEAD & PROFIT 366,283 No charge 18-1000 GENERAL LIABILITY INSURANCE 58,667 No charge 18 -1000 PAYMENT & PERFORMANCE BOND 48,447 No charge GRAND TOTALS $4,000,000 $2,366,331 $1,004,772 $568,897 CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. Document has been modified to show breakdown of permit costs associated with this construction contract In tabulations below, amounts are stated to the nearest dollar. AIA DOCUMENT 0709 • CONTINUATION SHEET FOR OTC! • 1092 EDITION • AIA • 01992 THE AMERICAN INSTITUTE Of ARCHITECTS, 1795 NEW YORK AVENUE, N.W. WASHINOTCNd, D.C. 20009E232 Project: Student Residences II Beauchamp Construction Company, 247 Minorca Ave Coral Gables, FL 33134 Total balance of Building Permit Fees @ 3% Total of Subcontract Permit Few @ 3% Total Village ofMMan i Shores Permit Fees TCO and CO fee will be an added cost DATE: NOVEMBER 10, 104 For: Barry University Architect: Harper Partners, Inc $70,990 plus surcharge few = $76,167.38 $31,943 plus surcharge fees $102,933 plus surcharge few 0703 -'1892 A B C D E F 0 ITEM DESCRIPTION OF WORK SCHEDULED NO. VALUE BUILDING SUBCONTRACTOR PERMTT FEES STUDENT RESIDENCES II NOTES PERMIT PERMIT PREV CHARGED SCHEDULE OF VALUES FEES FEES OR NO FEES TO BE CHARGED 01 -0000 GENERAL CONDMONS 545,662 Bldg permit cost F 01 -0050 PERMIT ALLOWANCE 32,000 No charge 02 -2000 SITE CLEARING,EARTHWORK, SITE FILL, BUILDING PAD 63,500 Site Cleating Permit previously issue 02 -2500 SOIL TREATMENT 1,200 Bldg permit cost 02 -5550 SITE WATER/SEWER - UTILITIES 45,000 Sub permit cost 02 -5000 SITE DRAINAGE 40,500 Sub permit cost 02-6000 PAVING, BASE, STRIPING, BUMPERS, SIGNS 59,000 Sub permit cost 02 -6100 IRRIGATION 10,000 Sub permit cost 02-6200 LANDSCAPING 45,000 Bldg permit cost 02-6300 SITE CONCRETE 10,000 Bldg permit cost 03 -1000 FORMWORK/CONCRETE SHELL 675,000 Bldg permit cost 03 -1400 CONCRETE RELATED IN SHELL 03-2000 REINFORCING STEEL MATERIALS IN SHELL 03-3100 CONCRETE MATERIALS IN SHELL 04-2000 MASONRY 112,500 Bldg permit cost 05 -5000 MSC METALS / STRUCTURAL STEEL 35,180 Bldg permit cost 06-1900 WOOD TRUSSES 32,000 Bldg permit cost 06-2000 CARPENTRY 38,000 Bldg permit cost 06-2200 CABINETRY INCL SECURITY DESK AND CULTURED TOPS 43,200 Bldg permit cwt 07-1000 CAULKINGIJOINT SEALANT /WATERPROOF 3,350 Bldg permit cost 07 -2100 BUILDING INSULATION 25,500 Bldg permit cost 07 -2200 FIREPROOFING 4,500 Bldg permit cwt 07 -3000 TILE ROOFING 61,800 Sub permit cost 08-1100 HM DOORS & FRAMES 35,000 Bldg permit cost 08 -2000 WOOD DOORS 24,463 Bldg permit cost 08 -3350 HANDICAP DOOR OPENER AT LOBBY 9,500 Bldg permit cwt 08 -4000 ENTRANCES, STOREFRONTS & WINDOWS 65,810 Bldg permit cost 08-7100 FINISH HARDWARE 36,000 Bldg permit cost 09-1600 STUCCO/LATH & PLASTER 111,507 Bldg permit cost 1 • CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. Document has been modified to show breakdown of permit costs associated with this construction contract Intabulaticma below, amounts are stated to the nearest dollar. NA DOCUMENT 1373 • Co4TINJATION SHEET FOR 07702. EDITION • AIA •®1982 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W. WAS/ 95370N, D.C. 200098252 Project: Student Residences H Beauchamp Construction Company, 247 Minorca Ave Coral Gables, FL 33134 DATE: NOVEMBER 10, 2004 For: Barry University Architect: Harper s, Inc 0703.1992 BUILDING PERMIT APPLICATIO FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE EWE AUG 0 g ] zaps Master Permit No. &P ea- astl. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1 {� 4i-1 t.A 4%Phone # Owner's Address 46 City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami- ade Is Building Historically Designated YES NO City Qualifier $ Value of Work For this Permit Type of Work ❑Addition, : ['Alteration Describe 'Work: '` e,. Total Fee Now Due $ (Continued on opposite side) Contractor's Company Name GAT - uRiA, Phone # Contractor's Ad. e 74' r Zip State Zip 3 3a ?;3 S4- State Certificate or Registration No. Certificate of Competency No. �(t P&)3 Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: ew ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * *i * * * * * * ******* * * ** ** * * *** *** * * * * * * ** Submittal Fee $ 0 Permit Fee $ Q 79 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Compa"hy's Name (if applicable) Bonding Company's Address City ` + State • • Zip Y Mortgage Lender's Name (if applicable) r "' Mortgage Lender's Address City - �`°' t State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P p PERTY. IF. YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A4 q* E r a '$EFp1IE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged NOTARY PUBLIC: Sign: Print: ******* *, * * * * ** * * * * * * * * * *** * * ** * * * * * ** ** *. * * * * * * * * * * * * * * * * * ** ** ** APPLICATION APPROVED BY: Chc 05/13/03 NOTARY PUB I r 1 (� - F , �A^ Sign: >I,�WWV f y 4 Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 6 6 by R SCirt‘ge1 ., who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. The foregoing instrument was acknowledged before me this 2 & t Zoning LISKEU.1410110 1 MY OOMMI #0714111120 Print: My Commission Expires: My Commission Expir 200111 18, 2 ************************* * * ** ** ** *** * *** * * * * * * * * ** * ** * * * * * ** ** * * * ** * * * ** ** * * * BAO 10, x'1 * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer I' 041 LAGE 01" kBUILDING DEPARTMEN 305-795-2204 Building Inspection Request Dates) a G9 Type Insp'n � � / 1 �- - - Permit No. � ��„t_i 1 Correction O Re- Insp'n Fee Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: PL2005 -247 Printed: 8/22/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 N.W. 115 Plumbing Permit UNIVERSITY BARRY ST. Contractor BEST OF BROWARD SPRINKLERS Contractor's Address: 7081 TAFT ST. #165 Local Phone: 954- 961 -9732 Parcel # PARC2004 -8 Legal Description: Fees: Description Amount FEE2005 -11456 Building Fee $270.00 FEE2005 -11457 CCF $5.40 FEE2005 -11458 Training and Education Fee $1.80 FEE2005 -11459 Technology Fee $6.75 FEE2005 -11460 Scanning Fee $3.00 Total Fees: $286.95 Total Fees: $286.95 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/4 /2006 Construction Value: $9,000.00 Work: INSTALL IRRIGATION SYSTEM AT NEW DORM BLDG CONNECT TO EXISTING SYSTEM Signed: (INSPECTOR) Page 1 of 1 AUG 22PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 11 B! B B D D F PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS, ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL M all TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE IDET LIGHT OUTLETS CENTRAL HEATING ISHWASiER RECEPTACLES A/C (WIND) ISPOSAL SERVICE TEMPORARY A/C (CENTRAL) RINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK LOOK FAIN SERVICE REPAIR/NETER CHANGE REFRIGERATION REASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING NTERCEPTOR RANGE TOP UNDERGROUND TANKS AVATORY OVEN ABOVE (ROUND TANKS TRAY WATER HEATER U.F. PRESSURE VESSELS ,AUNDRY :LOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS HOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS ;INK, POT /3 COMP. MOTORS OVER 3- 5 If MECHANICAL VENTILATION ;INK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES RINK, SLOP MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 FP COOLING TOWERS WATER CLOSET , MOTORS OVER 100 If VIOLATION INDIRECT WASTES • , A/C WINDOW REINSPECTION WATER SUPPLY T0: , AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS GRAINFIELD, 4" TILE/RES. VIOLATION PUMP S ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE _ POOL PIPING a LAWN SPRINKLER SYSTEM 11‘ „ GAS RANGE ',001 METER SET (GAS) •- , GAS PIPING ' 11 B! B B D D F PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS, ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL J Type of Work: Describe Work: BUILDING PERMIT APPLICATION FBC 2001 Building Department Contractor's Company Name Bc &ri Contractor's Address - 2-4-4-1 0 Di2c City Y hi' State Qualifier (1 rt. s> g Architect/Engineer's Name (if applicable) $ Value of Work For this Permit S 0 ❑Addition ❑Alterption Total Fee Now Due $ (Continued on opposite side) Miami Shores Village 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.220 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Ti e o der) &, v 1121) . Phone # 305 31 • 7-3 Owner's Address 11 360 f.J e Z 64 74 ti ° City 114,4 S-lfi. -S State Tenant/Lessee Name Phone # Job Address (where the work is being done) / ddb , ' / 1 V o i rrm s ibc-n X11 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO State Certificate or Registration No. Certificate of Competency No. Zip 56.8972 Permit No. aster Permit No. Phone # 3d - 976 Square Footage Of Work: Submittal Fee $ ` Permit Fee $ (2 00 Notary $ 1raining/Education Fee $ 1m Technology Fee $ Scanning $ q Radon $ Zoning CCF $ CO /CC Bond $ Code Enforcement $ Structural Plan Review. $ ®" Roofing Phone # 365- L//5 ° '8' 36s 5/j zy// Zip ❑ Repair/Replace ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for Fi FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of su posted notice, the inspection will not be approved and a reinspection fee will be charged. L *gnature O entFeo "� a WC ° Owner or A S g e�s�o -c, vP �ly� The foregoing instrument was acknowledged before me this 1(e The foregoing instrument was acknowledged before me this day of . j ,6/, , 200_4_, , by who is personally known to me or who has produced f/�p�d ,,,,V er1.ace`.4r_ as identification and who did take an oath. day of NOT Sign: Print: who is personally known to me or who has produced As identificatio and who did take an oath. LIC: 2001, by PR& • VERONICA A. GALWin : Notary Public • State of Florida • = It/Caronkdbn Expires May Commission M DD064eee My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 1/ NOTARY PUB IC: S : , *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Contractor "le/ +• °„ ae% JOSEPH EYLER * A_i * MY COMMISSION # DD 132943 4 ► r `O Bonded Tlw B Swims esEPH CYL &lL ''E'a�° ' mmissionExpires: JLJy Z>> 200 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***************** ***************** Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/22/2004 Building Permit Permit Number: BP2004 -1260 Applicant: BARRY UNIVERSITY STUDENT UNION Owner: STUDENT UNION BARRY UNIVERSITY JOB ADDRESS: 11300 N MIAMI AVE Contractor BEAUCHAMP CONSTRUCTION CO INC Contractor's Address: 247 MINORCA AVE Local Phone: 305 -445 -0819 Parcel # 1121360000040 Legal Description: Fees: Description Amount FEE2004 -9487 Building Fee $200.00 FEE2004 -9488 CCF $3.00 FEE2004 - 9489 Training and Education Fee $1.00 FEE2004 - 9490 Technology Fee $5.00 FEE2004 -9491 Scanning Fee $9.00 Total Fees: $218.00 Total Fees: $218.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/15/2005 Construction Value: $5,000.00 Work: CLEARING AND GRUBING Signed: (INSPECTOR) Page 1 of 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: SEp 2 8 PAID (Rev.9/29/2005) Building Officials Approval: MIAMI SHORES VILLAGE Building Department Claudio Grande CBO 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305- 795 -2204- Fax: 305- 756 -8972 Certificate of Occupancy The following address is issued a Certificate of Occupancy Name: Barry University Student Dorm Address: 140 NW 115 ST City Miami Shores State Florida Zip 33138 Permit No. BP 2004 -1134 Date: 9/29/05 This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing . Owner's Name (Fee Simple Titleholder) fart VA V lkri' 9 %�j/ Phone # 30, I/7 305'3 Owner's Address /11V XJE 2 '%' . / 1 City 14M % 5'1dt PS State fe Zip 3 J/6' Tenant/Lessee Name � Phone # Job Address (where the work is being done) /Ye 1/5° 71-4 S'.7, City Miami Shores Village County Miami -Dade Zip 33/c/ Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) 4 Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition ❑Alteration 7New ❑ Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Notary $ Scanning $ Total Fee Now Due $ (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * * * * * ** *F Training/Education Fee $ 10 Permit Fee $ Permit No. Master Permit No. /3/ °0"® 9'-// 3 9 .i, CCF $ • CO /CC Technology Fee $ Radon $ � Zoning `� Bond $ Code Enforcement $ Structural Plan Review. $ 66,1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: _ Sign: Print: Print: My Commission Expires: My Commission Expires: .DEC 1 4 2124 7/ / 11- 44/0.4- ska-c-e Plans Examiner APPLICATION APPROVED BY: Cho 05/13/03 Engineer Zoning BEILUCHAMP CONSTRUCTION CO. Barry University Residence Hall 2 140 NW 115 Street Miami Shores, FL 33161 Date: 12/13/2004 Reference Number: 0005 Tra tn>itted T.._.T Curtis Craig Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores„ Floridda Tel: 305 - 795 -2204 Fax: 305 - 756 -8972 Ti © Acknowledgement Required Pack Tra Review, Comments I Fi ni 001 002 003 004 Co. 2.0 2.0 2.0 2.0 Prolog Manager Drawing Drawing Drawings DrawingSet Barbie Suarez Beauchamp Construction Co., Inc. 11300 N. Miami Avenue 33138 Miami Shores, FL 33161 Tel: 786 - 924 -0815 Fax: 786 - 924 -0820 Signature Printed on: 12/13/2004 PM6Database Project # 410 Tel: 305 756 1646 Fax: 305 757 1346 Hand Shoring Drawings Sheet F -1 Shoring Drawings Sheet F -2 Shoring Drawings Sheet F -A Shoring Drawings Sheet F -B Transmittal Cover Sheet Detailed, Grouped by Each Transmittal Number T Sent Sent Sent Sent Ni Signed Date Page 1 Copies Date No. Description , * Remarks To: „ Project No , Project' 41 - We are sending you 0 Attached 0 Under separate cover via b Shop drawings 0 Prints 0 Plans 0 Samples 0 Specifications 0 Copy of letter 0 Change order 0 These are transmitted as checked below: O For approval O For your use O As requested O For review and comment O For bids due BEAUCHAMP CONSTRUCTION CO., INC. GENERAL CONTRACTORS 247 MINORCA AVENUE, CORAL GABLES, FL 33134-4405 (305) 445-0819 • FAX (305) 447-0941 LETTER OF TRANSMITTAL O Approval as submitted O Approval as noted O Returned for corrections O Resubmit O Submit O Return the following items: copies for approval copies for distribution corrected prints •■■■••■•■•■•■=7.. To: Signed: BEAU HAMP CONSTRUCTION CO., INC. GENERAL CONTRACTORS We are sending you D Attached 0 Under separate cover via 0 Shop drawings 0 Prints 13 Copy of letter 0 Change order 1'.:1escriptIon Copies Date No These are transmitted as checked below: O For approval O For your use O As requested '0"For review and comment O For bids due c 247 7 NORCA AVENUE, CORAL GABLES, FL 33134-4405 (305) 445-0819 s FAX (305) 447-0941, LETTER OF 'TRANSMITTAL O Approval as submitted O Approval as noted O Return for corrections Q Plans - Date Project No: Project h the following items: O Samples 0 Specifications O Resubmit O Submit O Return copies for approval copies for distribution corrected prints Copy to h‘, In the Matter of ) SCHOOL OF GRADUATE ) MEDICAL SCIENCES, ) BARRY UNIVERSITY ) ) Petitioner ) ) STATE OF FLORIDA BUILDING COMMISSION No. DCA05 -HC -058 FINAL ORDER The Application for Waiver by Petitioner SCHOOL OF GRADUATE MEDICAL SCIENCES, BARRY UNIVERSITY came for consideration before the State of Florida Building Commission (the "Commission ") in accordance with § 553.512(1), Fla. Stat. (2004), and Fla. Admin. Code R. Ch. 9B -7 (2004), at the meeting of the Commission on March 15, 2005 upon a consensus opinion of the Accessibility Advisory Council members in attendance. At that meeting, the Commission made the following findings of fact: 1. The Owner is Barry University, 11300 Northeast Second Avenue, Miami Shores, Florida 33161 ( "the Owner "). 2. The Applicant is Harper Aiken Partners, Inc., c/o Edward F. Cannon, AIA, 201 North Alhambra Circle, Suite 800, Coral Gables, Florida 33134 ( "the Applicant "). The Applicant appeared before the March 14, 2005 meeting of the Council. 3. The project for which the Owner- Applicant is seeking a waiver is the $4,500,000 new construction of a teaching facility at 11300 Northeast Second Avenue, Miami Shores, Florida. The Owner intends to construct two 80 seat classrooms and a 250 seat amphitheater in a new 2 -story teaching facility. No. DCA05 -HC -058 4. The requirements for which the Owner is seeking a waiver are those in § 553.509, Fla. Stat. (2004), which states that the Owner shall provide vertical accessibility to all levels above and below the occupiable grade level. 5. According to the Owner - Applicant, the literal application of these requirements to its project would constitute an unusual or extreme hardship because of the disproportionate cost and technical infeasibility of making each row of the tiered seating accessible in the classrooms and amphitheater. The Ground floor of the facility contains a multi -use physical diagnostics lab, 2 classrooms, student service facilities, small seminar rooms and an orthotics laboratory, with elevators to the second story. The second story contains the main entrance to the amphitheater, which is terraced with steps leading to each seating level. There is also grade -level access to the amphitheater on first floor. According to the applicant, the cost of providing vertical accessibility to all levels of the classrooms and amphitheater would be an additional $985,000 and would involve adding elevators, ramps, and additional square footage. Also according to the applicant, the amphitheater is designed to imitate a medical amphitheater, which is traditionally very steep, so as to provide each student a "birds -eye view" of the medical procedures being performed. A gradually sloping floor would not provide adequate sight lines. Additional elevators, lifts, or ramps would result in a loss of seating rendering the minimum class size and/or visibility requirements for medical education ineffective. Per the applicant, the tiered classrooms are structured to give clear sight lines and accommodate the use of portable computers. A minimum of 6" tiers is required for visibility, without which students could not adequately see the demonstration area and projected presentation. 6. The Council divided the request into two parts as follows: a) Vertical accessibility to all rows of seating in the two 80 seat classrooms. 2 3 No. DCA05 -HC -058 b) Vertical accessibility to all rows of seating in the 250 seat amphitheater. The consensus opinion of Council members present was to recommend approval of both parts of the waiver request for vertical accessibility, with certain conditions, due to unnecessary hardship based on the provisions of § 553.512, Fla. Stat., (2004). 7. The conditions identified include: a) Offsetting the accessible seats in the 80 seat classrooms so that they do not line up in front of each other, and the submitting revised plans showing these changes to the Department of Community Affairs for approval. b) Increasing the number of accessible seats in the amphitheater to 10, with five seats on each side, and submitting revised plans showing these changes to the Department of Community Affairs for approval. Having considered the foregoing information, together with the opinion of the Council members present, the Commission hereby agrees with that recommendation, and concludes that action on the Application for Waiver be, and hereby is, GRANTED conditioned on the applicant satisfying the above identified conditions. This Final Order is intended for the enforcement of the Florida Americans With Disabili- ties Accessibility Implementation Act, as amended, § 553.501 et seq., Fla. Stat. (2004), and other than as modified by this Final Order, any construction or post construction activities which deviate from the requirements of that Act will be deemed to be a violation of this Final Order. Responsibility for the enforcement of this Final Order and for enforcement of the Americans With Disabilities Accessibility Implementation Act shall rest with the Building Official of the local government with permitting authority for the project. § 553.513, Fla. Stat. No. DCA05- HC-058 (2004). Nothing in this Final Order shall be construed to relieve the Owner of any duties it may have under the Americans With Disabilities Act of 1990, Pub. L. No. 101 -336, 42 U.S.C. § 12101 et seq. (2000), or the regulations under the Act. The waiver granted in this Final Order shall expire one (1) year from the date of the Order unless the construction has commenced within that time. Petitioner and all other interested parties are hereby advised of their right to seek judicial review of this Order in accordance with § 120.68(2)(a), Fla. Stat. (2004), and Fla. R. App. P. 9.110(a) and 9.030(b)(1XC). To initiate an appeal, a Notice of Appeal must be filed with Paula P. Ford, Clerk of the Commission, Sadowski Building, 2555 Shumard Oak Boulevard, Talla- hassee, Florida 32399 -2100 and with the appropriate District Court of Appeal not later than thirty (30) days after this Order is filed with the Clerk of the Commission. A Notice of Appeal filed with the District Court of Appeal shall be accompanied by the filing fee specified by § 35.22(3), Fla. Stat. (2004). DONE AND ORDERED this 11 day of May, 2005 in Orlando, Orange County, State of Florida. FILING AND ACKNOWLEDGEMENT P1 ' on this date, wlh the designated Clark, r F of which is hereby ged Paula P. F Commission Clerk 4 Florida : inkling Commission Department of Community Affairs Sadowski Building 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 Copies To: Neil Melick Chairman, Advisory Accessibility Council City of West Palm Beach P.O. Box 3366 West Palm Beach, Florida 33042 -3366 Barry University 11300 Northeast Second Avenue Miami Shores, Florida 33161 Edward F. Cannon, AIA Harper Aiken Partners, Inc. 201 North Alhambra Circle, Suite 800 Coral Gables, Florida 33134 Village of Miami Shores Building Official: Curtis Craig Miami Shores Village 10050 Northeast Second Avenue Miami Shores, Florida 33199 5 No. DCA05 -HC -058 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Siltarirrun , 'gib Phone # Owner's Address '+ 1 OP t e ta City 41 1 Wn1 arni State Ft Tenant/Lessee Name Job Address (where the work is being done) 1 1 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company)ame 1 2M w on S Contractor's Address t'•O kr I r (1 O 1 City wan State r 1 Zip Z301 Qualifier Architect/Engineer's Name (if applicable) Phone # ceo Value of Work For this Permit F ® 000 ✓ Square Footage Of Work: 10 L Type of Work: DAddition ['Alteration i 4 New ❑ Repair/Replace ❑ Demolition cServicc tors r-T Describe Work: Total Fee Now Due $ 43, 0 0 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 8- 4" Dip Zip I0 B, Phone # ECEOVED APR 2 1 2004 Permit No. Master Permit No. 6{2 (52_- ((`�l )Mechanical Roofing Zip 1(6 Phone # ( 1% - 40 7)1 004 1 1 CL 53 (oa . ,,l Submittal Fee $ i •CO Permit Fee $ 02 0 6 0 CCF $ '.. 0 CO /CC Notary $ Training/Education Fee $ ., 0 6 Technology Fee $_S _ 0 0 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ „,....„„,„,,„,„*** ****„f***************.************** Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT .F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD 'A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building perm, it with an estimated value exceeding 82500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Si Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this2.O t,:... day of , 20 , by day of 2004' by 1 rc � � � � , who is personally known to me or who has produced who is pe°`r onallv known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. APPLICATION APPROVED Chc 12/15/03 State Certificate or Registration No. Certificate of Competency No. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ' FM" � y � Coo g m �� mi i ssioon r 0 ********************** Yeic�k�Yie�' t�t�t�k�k�c�Y *** *�k�Y9t�t*** * *�k9e***** *fts **** �49tic�t7k�ic�t�irok4e�h�t�ttY� 'ttt�Y�'t*** **Y *W** iF �FiYi4 #9F.�`JE�T'7r�ClTiF * (Certificate of Competency Holder) * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Buil�lirig Inspection Request Date U Type Insp'n /C.! . Permit No. Pi '.. Name 540Ci`e fi n ice) IJ[il ri Address 11,300 I'"E fi✓i Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/26/2004 Applicant: BARRY UNIVERSITY Owner: STUDENT UNION JOB ADDRESS: 11300 Contractor RH & SONS, INC Local Phone: 954 -450 -6647 Parcel # 1121360000040 N MIAMI Legal Description: Fees: FEE2004 -4134 FEE2004 -4136 FEE2004 -4137 FEE2004 -4139 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $200.00 $6.00 $2.00 $5.00 $213.00 Total Fees: $213.00 c 0 b Total Receipts: $0. b3 ,DD 3 63 Permit Status: APPROVED Permit Expiration: 10/23/2004 Construction Value: $10,000.00 Work: WATER SERVICE 100 FT. INSIDE PROPERTY FOR STUDENT UNION Signed: (INSPECTOR) Plumbing Permit Permit Number: PL2004 -129 STUDENT UNION BARRY UNIVERSITY AVE Contractor's Address: P. O. BOX 170388 Page 1 of 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 3& BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address (l 3 C> 0 ()a a At, ,c Qualifier 6A ti C yt. Submittal Fee $ Notary $ �°• Scanning $ 3 . OCR Code Enforcement $ Total Fee Now Due $ 1 3 2 . • 20 (Continued on opposite side) Radon $ Miami Shores Village Build' 1 e . artment 10050 N.E.2n i AVM WIV' ^ j . rida 33138 Tel: (30 •) 795.2204 Fax: (3 56 8972 JUL x '005 8 44 (A H.46,1 y Plumbing City64 j aa-uh: Sled ae S State F L Zip 3'3% 4 t Tenant/Lessee Name Phone # Permit No. &LOS — 2 -G aster Permit No. I3 'i -1(3 y Phone # Mechanical Roofing Job Address (where the work is being done) l gel /l/i,/ I/ S 51. City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 1 crf , -1 /4014), -S Phone # g Srif- frs Y` - s 7 s 7 Contractor's Address / 5 71 a St—) Y/ sT Sc+� "1e / f City AA-cN a State PL Zip 3 3 3 3 1 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 3g, 7 5 9 ' J Square Footage Of Work: Type of Work: ['Addition ['Alteration EiNew ❑ Repair/Replace ❑ Demolition Describe Work -S /(A i-o•A, tJ ' '7/l /tom h o.1. f / l�G Kn v� F r- C i4-1 v 4 49-41.07 S. 3 ® oui -1.1s Permit Fee $ � ' ?. e CCF $ AO CO /CC Technology Fee $ 3 S Zoning Bond $ Structural Plan Review. $ Training/Education Fee $ 7 • eo Bonding Company's Name (if applicable) Bonding Company's Address City State W " Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is .issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. APPLICATION APPROVED BY: Chc 12/15/03 NOTARY PUBLIC: Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of � ��. , , 20 g by e • sr Lyn Hauk who is personally known to me or who has produced who is personally known to me or I As identification and who did take an oath. ., as = � �' - �; , ; ; EGG NOTARY PUBLIC: Sign: Sign:-- �'` --'� Print: Print: d My Commission Expires: My Commission Expires: �� aw (Certificate of Competency Holder) State Certificate or Registration No. .S 0 000 3 t° 9 Certificate of Competency No. ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ti.0 *** J_ J'4 4 1 Plans Examiner Engineer Zoning MIAMI VILLA S BUILDING DEPARTM 305- 795 -2204 Building Inspection Request Date 7e' 1 'fr ' ✓� Type Insp'n t/��I ./'rGV- frgoV, �32 Approved Correction Re- Insp'n Fee E IQ) e tti s 31 Permit No. - el 0 5- - a-C°( Name WA 1'Od f Address e/�7 Pev Company Phone # Inspection Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date '7 ' Type Insp'n •P�° f/° �'6�� Permit No. 1 0 5 Name -° ,''�,�'" 4',r z Address 4 "c/C 4 3 1 -- -7 0 Company Phone # Inspection Date Approved Correction ❑ Re- Insp'n Fee 9 350c1 • MIAMI SHORES VILLAGEhII BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 15 Type Insp'n Rouct Phone # Permit No. E I OS C_G ( Name I v rq O l I f uoYS ,� I ! '� I - Address I Li v W I I s S 1 Company 10 I 00 /, Q(1 Inspection Date 6311G Approved Correction Re- Insp'n Fee ❑ MTAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. (( 4' v\ "' Name e- i }ir 0 Address �� ±. Ir a�. Company 9 _`, \ C ,s 9 Phone # Inspection Date C Approved •L- Correction ❑ ,/ Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/28/2005 Applicant: Owner: UNIVERSITY JOB ADDRESS: 140 Parcel # PARC2004 -8 Signed: N.W. 115 Legal Description: (INSPECTOR) Electrical Permit Permit Number: EL2005 -261 UNIVERSITY BARRY ST. Contractor TOTAL CABLING SOLUTION INC Contractor's Address: 15712 SW 41 ST SUITE 11 Local Phone: Fees: Description Amount FEE2005 -10321 Building Fee $1,363.00 FEE2005 -10322 CCF $23.40 FEE2005 -10323 Training and Education Fee $7.80 FEE2005 -10324 Technology Fee $35.00 FEE2005 -10325 Scanning Fee $3.00 Total Fees: $1,432.20 Total Fee41,432.20 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/23/2006 Construction Value: $38,959.00 Work: INSTALLATION OF TELEPHONE , COMPUTER AND CATV CABLES 307 OUTLETS Page 1 of 1 AUD 0 1 PAID =Nl In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: R Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -1134 Printed: 8/19/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Parcel # PARC2004 -8 N.W. 115 Contractor BEAUCHAMP CONSTRUCTION CO INC Contractor's Address: 247 MINORCA AVE Local Phone: 305 -445 -0819 Legal Description: Building Permit UNIVERSITY BARRY ST. Page 1 of 2 Fees: FEE2004 -10457 FEE2004 -10458 FEE2004 -10793 FEE2004 -10795 FEE2004-10796 FEE2004 -10797 FEE2004 -11154 FEE2004 -11157 FEE2004 -11158 FEE2004 -11159 FEE2005 -78 FEE2005 -3249 FEE2005 -4002 FEE2005 -4003 Description Structural Fee Structural Fee CO /CC Scanning Fee Radon Builders Bond Building Fee CCF Training and Education Fee Technology Fee Structural Fee Structural Fee Building Fee Structural Fee Amount $100.00 $50.00 $200.00 $600.00 $459.03 $300.00 $70,990.00 $1,420.20 $473.40 $1,774.75 $50.00 $50.00 $35.00 $50.00 Total FediE6,512.38 Total Receip$sl6,402.38 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: FEE2005 -4407 Structural Fee FEE2005 -5092 Building Fee FEE2005 -10276 Submittal Fee FEE2005 -11081 Building Fee FEE2005 -11449 Building Fee Total Fees: $50.00 $50.00 ($2 $76,512.38 Permit Status: APPROVED Permit Expiration: 2/13 /2006 Construction $I,000,000.00 Work: NEW DORMITORY BUILDING Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Qualifier RgClEOVE �U 1 8 /00i BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Job Address (where the work is being done) 140 Nu) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO ✓ Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Total Fee Now Due $ : 7/ 0 7 57 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Permit No. Master Permit No.24 D . -) )31 Phone # gqq 3t�S�. Owner's Name (Fee Simple Titleholder) Owner's Address I 1 30C. )LYE} $ (c"ZetutK.> Ally.. City pi jJna 1 (r 2E5 State p Zip Tenant/Lessee Name Phone # 03101 Contractor's Company Name 5falk.44040if e G.D, (L., Phone 445-4:1w Contractor's Address o./ 47 (M i L) 2CA AM City CipMs44 1 State ri._ ' ,Vi4 L. C 2l S S e'y / 'a's Zip 23 1 3 ' Phone # 20S 1 I OZ. 30' 4-76 00 7 5 Square Footage Of Work: Mechanical Roofing 7 - /6 Repair/Replace ❑ Demolition C C , , * * ** * * ** *** * * * * * ** * ** ***F * *** ** * ** i s -* Submittal Fee $ as a • Permit Fee $�; ' . CCF $ ar,; i `: JCO /CC ?dd Notary $ Training/Education Fee $ 4770V, ...--- Tic i ology Fee $ 4 7 74 �o • Scanning $ 62 — Radon $ 4 5 `! 03" Zoning Bond $ 350 - Code Enforcement $ Structural Plan Review. $ t -5`- ®v 4 150 , e 0 * ** t Bonding Company's Name (if applicable) Bonding Company's Address 3�y PIMb'6r% City State Zip - Mortgage Lender's Name (if applicable) sk O F.,4M EJc 4 Mortgage Lender's Address City M I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and . that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is .issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. G a d q � cro c V'P ✓'�' t Signature Owner or Agent The foregoing instrument / was acknowledged before me this q uv12 day of t1 ,20O&by fr2cwq E- Ul who is personally known to me or who has produced As identification and who did take an oath. NOT P, LIC: Print: dl /✓l.&1 a tory Assn My Commission Expires: — — - — 4My Commission Expires J ** * * * * * * * * * * * * * ** ** t * �******>****************** * * ** * * * * * * * * * * * * * * * * * * * * ** * * * ** * * * * * * ** * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************:**************************************************************** * * * * * * * * * * * * * * * * * * * * * ** * * * * * *** APPLICATION APPROVED BY: Cha12/15103 100 Ste /224, State FL., Zip X33 [ 3t —23C() Signature 1/ %%oilY CAROLINA S. SALV ° "t s Notary Public - State of Florida �� 21.200 Commission # DD204613 '•• "• . . •. 7 0 ALA- 6.44.-Due V.4' Contractor The foregoing instrument was acknowledged efore me this /O day of LJvh e. , 20 04, by Nerds/ £ • Cr'rSS'e , who is personally known to me or who has producedi i. 6 Lam' as identification.and dtoliicltake an uatlr. _ CAROLINA S. SALVADOR � �'•L Nota sy Pubes - State of Florida v • 6cpies*pr21.2007 613 Bonded By National Notary Assn PUB Sign: i Print: at..10/ r✓ 2 7 2004 Plans Examiner Engineer Zoning A B C D E F 0 H ITEM NO. DESCRIPTION OF WORK STUDENT RESIDENCES II SCHEDULE OF VALUES SCHEDULED VALUE WORK COMPLETED MATERIALS PRESENTLY STORED (NOT IN D OR E) TOTAL COMPLETED AND STORED TO DATE (D+E+F) % (G + C) BALANCE TO FINISH (C - 0) FROM PREVIOUS APPLICATIONS • THIS PERIOD 09 -3100 CERAMIC/QUARRY TILE/PORCELAIN TILE 42,500 $0.00 $0.00 $42,500.00 09 -5100 ACOUSTIC CEILINGS 8,000 $0.00 $0.00 $8,000.00 09 -6500 RESILIENT FLOORING /CARPETING 52,000 $0.00 $0.00 $52,000.00 09 -9000 PAINTING/WALLCOVERING 65,000 65:e300 $040 $0.00 $65,000.00 $0.00 $0.00 10 -1600 TOILET PARTITION 0 $0.00 $0.00 10 -2000 LOUVERS 0 $0.00 $0.00 10 -5000 CLOSET SHELVING 3,500 $0.00 $0.00 $3,500.00 10 -5100 FIRE EXTINGUISHERS /CABS 2,200 $0.00 $0.00 $2,200.00 10 -6300 BUILDING COVERED WALKWAY ENTRANCES 21,259 $0.00 $0.00 $21,259.00 10 -8000 TOILETBATHACCESSORIES 13,500 $0.00 $0.00 $13,500.00 $0.00 $0.00 14 -2000 ELEVATORS 45,000 $0.00 $0.00 $45,000.00 $0.00 $0.00 15 -4000 PLUMBING SYSTEM 250,000 Separate permit? $250,000.00 $0.00 $250,000.00 100.00% 15 -5000 FIRE SPRINKLERS 72,102 Separate permit? $72,102.00 $0.00 $72,102.00 100.00% 15 -7010 HVAC 100,000 Separate permit? $100,000.00 $0.00 $100,000.00 100.00% $0.00 $0.00 16 -1000 ELECTRICAL SYSTEMS 361,370 Separate permit? $361,370.00 $0.00 $361,370.00 100.00% 18 -1000 OVERHEAD & PROFIT 366,283 $0.00 $0.00 $366,283.00 18 -1000 GENERAL LIABILITY INSURANCE 58,667 $0.00 $0.00 $58,667.00 18 -1000 PAYMENT & PERFORMANCE BOND 48,447 $0.00 $0.00 $48,447.00 GRAND TOTALS $4,000,000 $0.00 $975,082.00 $0.00 $975,082.00 24.38% $3,024,918.00 CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certiScation is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column Ion Contracts where variable retainage for line items may apply. Users may obtain validation of this document by requesting of the license a completed AIA Document D401 Value of Construction Subcontracted value of construction to pull separate permit Value of Building Permit??? Less Fee, General Conditions, Insurance & Bond Revised Value of Building Permit less fee??? AIA DOCUMENT 0703 • CONTINUATION SHEET FOR 0702 ' 1882 EDITION • AIA • 01992 146 AMERICAN INSTITUTE OF ARCHITECTS, 1736 NEW YORK AVENUE, N.W. WASHINGTON, D.C. 200006232 $4,000,000 $975,082 $3,024,918 $1,019,059 $2,005,859 Project: Student Residences II Beauchamp Construction Company, Inc: 247 Minorca Ave Coral Gables • FL 33134 - Certification of Document's Authenticity 4 1 0 r.117 S>PO rr ( 32 1 C3. Co 6 a) (4 eat 4'4 7 ) l 0 �r - z, 1 56(051 APPLICATION NO: APPLICATION DATE: For: Bany University Architect: Harper Partners, Inc A B C D E F 0 H ITEM NO. DESCRIPTION OF WORK STUDENT RESIDENCES II SCHEDULE OF VALUES SCHEDULED VALUE WORK COMPLETED MATERIALS PRESENTLY STORED (NOT IN D OR E) TOTAL COMPLETED AND STORED TO DATE (D+E +F) % (0 + C) BALANCE TO FINISH (C - G) FROM PREVIOUS APPLICATIONS THIS PERIOD 01 - 0000 GENERAL CONDITIONS 545 $0.00 $0.00 $545,662.00 01 -0050 PERMIT ALLOWANCE e, J V7,' 32 Permit costs charged on permit? $3 $0.00 $32,000.00 100.00% $0.00 $0.00 02 -2000 SITE CLEARING,EARTHWORK, SITE FILL, BUILDING PAD g .,, - 3,500 $0.00 $0.00 $63,500.00 02 -2500 SOIL TREATMENT 1,200 $0.00 $0.00 $1,200.00 02 -5550 SITE WATER/SEWER - UTILITIES 45,000 45 ®,' $G449 $0.00 $45,000.00 02 -5000 SITE DRAINAGE 40,500 40 5'o $"40 $0.00 $40,500.00 02 -6000 PAVING, BASE, STRIPING, BUMPERS, SIGNS 59,000 1 $0.00 $0.00 $59,000.00 02 -6100 IRRIGATION 10,000 t, Q r & O" . 80.00 $0.00 $10,000.00 02 -6200 LANDSCAPING 45,000 ra e .$0.00 $0.00 $45,000.00 02 -6300 SITE CONCRETE 10,000 $0.00 $0.00 $10,000.00 $0.00 $0.00 03 -1000 FORMWORK/CONCRETE SHELL 675,000 $0.00 $0.00 8675,000.00 03 -1400 CONCRETE RELAIEll IN SHELL $0.00 $0.00 03 -2000 REINFORCING S I EEL MATERIALS IN SHELL $0.00 $0.00 03 -3100 CONCRETE MATERIALS IN SHELL $0.00 $0.00 $0.00 $0.00 04-2000 MASONRY 112,500 $0.00 $0.00 $112,500.00 $0.00 $0.00 05 -5000 MISC METALS / STRUCTURAL STEEL 35,180 $0.00 $0.00 $35,180.00 $0..000,/ $0.00 06 -1900 WOOD TRUSSES 32,000 Separate permit? �$3 t10 $0.00 $32,000.00 100.00% 06 -2000 CARPENTRY 38,000 $0.00 80.00 $38,000.00 06 -2200 CABINETRY INCL SECURITY DESK AND CULTURED TOPS 43,200 $0.00 80.00 $43 200.00 $0.00 $0.00 07 -1000 CAULKING /JOINT SEALANT/WATERPROOF 3,350 $0.00 $0.00 $3,350.00 07 -2100 BUILDING INSULATION 25,500 $0.00 $0.00 $25,500.00 07 -2200 FIREPROOFING 4,500 80.00 $4,500.00 07 -3000 TILE ROOFING 61,800 Separate permit? - . r G- I $0.00 $61,800.00 100.00% 0.00 $0.00 08 -1100 HM DOORS & FRAMES 35,000 $0.00 $0.00 $35,000.00 08 -2000 WOOD DOORS 24,463 $0.00 $0.00 $24,463.00 -08 -3350 HANDICAP DOOR OPENER AT LOBBY 9,500 $0.00 80.00 $9,500.00 08 -4000 ENTRANCES, STOREFRONTS & WINDOWS 65,810 Separate permit ?Sr9Y117Citr $0.00 $65,810.00 100.00% 08 -7100 FINISH HARDWARE 36,000 $0.00 $0.00 $36,000.00 $0.00 $0.00 09 -1600 STUCCO/LATH & PLASTER 111,507 $0.00 $0.00 $111,507.00 09 -2500 DRYWALL 325,000 $0.00 $0.00 $325,000.00 • CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. IJoe Column Ion Contracts where variable retainage for line items may apply. AIA DOCUMENT 0703 • CONTINUATION SHEET FOR 0702. 1882 EDITION • AIA • 01882 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W. WASHINGTON, O.C. 20008 -8232 Project: Student Residences Il Beauchamp Construction Company, Inc. 247 Minorca Ave Coral Gables, FL 33134 APPLICATION NO: APPLICATION DATE: For: Bann University Architect: Harper Partners, Inc 0703-1992 PREPARED BY/RETURN TO: MARK E. RAYMOND, ESQ. POST OFFICE BOX 3888 WEST PALM BEACH, FLORID STATE OF FLORIDA COUNTY OF MIAMI-DADE THE UNDERIS 04 s A, .h , es&noticethatimpuaveraents will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. This notice shall be of no force and effect if construction is not . en within ninety (90) days-of recordation 1. Legal Des ription of Street Address of property:.140 NW 115 Street Miami Shores FL 2. General description of improvements: Construction of 173 bed Student Residence F . — Phase 1 inclu 4 11 1 distributio ' . arkin . . st and landscaping. 3. Owner information a. Name and address: b. c. NOTICE OF COMMENCEMENT ProPertY: Barry University_ Inc. Attn: Freddy Ulloa 11300 Northeast Second Avenue Miami Shores, FL 33161 111111111111 1 1111111111 1 11111 111 11111 11111111 CFN 2004RO87c'180 OR Bk 22706 Pss 2211 - 22271 (17Pss RECORDED 10/05/2004 14: 21:21 HARVEY RUVIi4r CLERK OF COURT NIAIII -OADE COUNTY' FLORIDA See Exhibit A sit li Interest in property: Fee simple Name and address of fee simple titleholder (if other than Owner): C:IDOaidENTSANDSETTINGSWULLOAWIYDOCLIMENTSACONSTRUfTIONPRO .,.,.4m e....r..e . rr1 rv• 4. Contractor. (name and address) Beauchamp Construction Company Inc. 247 Minorca Avenue, Coral Gables, FL 33134 a. Phone No.: 305 -445 -0819 b. Fax Number: (Optional, if service by fax is acceptable) 5. Surety a. Name and address: St. Paul Travelers Property Casualty Group, 1000 Legion Place., Suite 1100, Orlando, FL 32801 -'1026 b. Phone No.: 407 -649 -2978 c. Fax Number. (Optional, if service by fax is acceptable) d. Amount of bond: $ 5,818.753 6. Lender: (name and address) Bank ofAmerica, N.A., 1111 East Main Street, 6th Floor. VA2- 300-06-17, Richmond. Virginia 23219 Attention: Ann M. Lewis a. Phone No.: 804-788 -2216 b. Fax Number. 804-788 -2248 (Optional, if service by fax is acceptable) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7, Florida Statutes: (name and address) a. Phone No.: b. Fax Number: (Optional, if service by fax is acceptable) 8. In addition to himself, Owner designates Bank ofAmerica, N.A., 1111 East Main Street, 6th Floor, VA2- 300 - 06-17, Richmond, Virginia 23219 Attention: Ann M. Lewis and Frank G. Burt, Esq.. Jorden Burt, LLP, 777 Brickell Avenue, Suite 500. Miami. FL 33131 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone No.: 804-788-2216 b. Fax Number. 804 -788 -2248 (Optional, if service by fax is acceptable) CADOCUMENTS AND SETTINGS\FULLOA \LOCAL SETTINGS\TEMPORARZ INTERNET FILES\OLK2\NOTICE OF COMMENCEMENT1.DOC 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Cneiyl Beide Gerber Nalf My Commission 0D090832 „ e E May 08, 2006 OWNER: BARRY UNIVERSITY, !. C Timothy Czernie ,/ Treasurer ATTACHMENTS: (check if applicable) X Legal Description, Exhibit "A" X Bond, Exhibit "B" (a copy of Bond, if any, must be attached) (MUST BE SIGNED BY OWNER. NO ONE ELSE PERMITTED TO SIGN) STATE OF FLORIDA COUNTY OF MIAMI -DADE T h e f o r e g o i n g instrument was a c k n o w l e d g e d b e f o r e me this . d a y of c2 1 , 2004, by Timothy Czerniec, who personally known to me, OR bas produced as identification. NOTARY PUBLIC C:\DOCUMENTS AND SETfINGS\FUU.OA \LOCAL SETTINGS\TEMPORARy INTERNET FILES\OLK2\NOTICE OF COMMENCEMENT1.DOC EXHIBIT "A" REAL PROPERTY DESCRIPTION The SW % of the NE % of Section 36, Township 52 South, Range 41 East, lying and being in Dade County, Florida. C: \DOCUMENTS AND SETTINGS\FULLOA\LOCAL SETTINGS\TEMPORAR4 INTERNET FILES\OLK2\NOTICE OF COMMENCEMENTI.DOC M.A. Suarez & Associates, Inc. 4 8 6 9 S W. 75 Avenue Miami, Florida 331 phone: (305)260-0363 fax:(305)260-0364 email: mas engbelisouth.net DATE:=2005 JOB NO. ATTENTION: • RE Barry Univ. Residence!! tee, i7` Al' BPD x ! - //31 TO: v.1149 070 /Ii i 3V,o 'P WE ARE SENDING YOU Shop drawings Copy of letter Copies THESE ARE TRANSMITTED as checked below: Forapprovai For your use X As requested X For review & comment FOR BIDS DUE Copies to: Herewith: Prints Approved as submitted Approved as noted Returned for corrections LEI TER OF TRANSMITTAL Under separate cover via courier Plans Other Calculations Tie Beam Elevation Revision 3 Date Description Marlene-Gomez Resubmit; for approval *WO for distribution • Return corrected print • M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRILM=91144 (fl6-1 fikrid•di -zzeovei.46.s rx 04)2 JOB SHEET NO. OF CALCULATED BY 6 /1 Az? DATE */1 fi° 15. CHECKED BY DATE SCALE " ) Miami Shores Village Building Department Permit No. Page 1 of 2 10/8/04 SECOND CRITIQUE BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Still need to submit permit applications for electrical, mechanical, plumbing, roofing, site work (civil). BP 2004 -1134 2. Provide details of how accessible rooms are dispersed per various sizes and classes. Rooms must be dispersed by number of beds provided. FBC 9.1.4 3. Provide details for compliance with FAC with accommodations for people with hearing impairment on plans (visual alarms, notification devises and telephones). Need an additional 5 rooms provided per FAC 9.1.3. Follow the procedures on the next page for the re- submission of corrected plans, including removal of old sheets, inserting new, corrected sheets and providing an errata sheet with corrected plans. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 10/8/04 305 - 795 -2204 PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING' ELECTRICAL . MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL _ t. Sub}ect to compliance with alt Federal, Stat Coady. Village totes and regulations. Village ate no 'responsibility for accurecy ()floc resutts fro these pions, Z. This copy at plans must be available < bulldog cite or no inspection will be coaducta • CRITIQUE SHEET IC ADDRESS JOB kJ APPLICANT N o I f PHONE# APPLICATION SHEET OF MISCEUANEOUS a ZO tailJ fil G Peck Y re. la GL.S'k ( cco - p/sj N bc.eci ■ ketzt rvotr karvJ 1 .s ,o' (7) (` vc+A -t; p\ Nc0 DATE COMMENTS INITIALS Miami Shores Village Building Department ELECTRICAL CRITIQUE SHEET A — /0/— Pvr 77 d 2 P, h1I7/ A 34 PUT p /V A.--,et /e 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Ng -107 //3 Job Name ',MA/ Y RteC/Let 4 Lc a_ ) 4 e- c - t/ /4-- �� S �- / - — ® (Id eVzrH/3 e ! `/b C cei "s /' - /z e 1 PA 9 i PGr ' „,"en . - &' 1311°1 October 18, 2004 Village of Miami Shores Building and Zoning Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Re: Response to Critique /Comments -Barry University Residence II 140 NW 115 Street Building- 12. Comment: Provide details of how accessible rooms are dispersed per various sizes and classes. FBC 9.1.4 Response 9/30/04: On the floor plans (refer to sheets A300, A300A, A301, A301A) accessible rooms are designated as H.C. Unit. There are a total of 111 dormitory rooms in the building. 43% of the rooms are single -bed dormitory rooms, 56% are two bed dormitory rooms and there is one apartment (approx. I% or the total rooms) located on Building the third floor. Accessible rooms are dispersed as follows: 1) The single apartment in this building is placed on the third floor which contains both one and two bed dormitory rooms affording compliance with FAC 9.1.4(1). 2) All H. C. Units as noted on the plans are single occupancy rooms however; they are dispersed in such a way that 1 of the total quantity of rooms are located on the one bed dormitory area and 1 /2 are located in the two bed dormitory area of the building. This disbursement is consistent with the requirements of FAC 9.1.4. Comment 10/08/04: This response does not address two person rooms for accessible rooms. Response 10/18/04: Room 101 & 103 will be joined by removing the demising partition, also room 301 & 303 will be joined by removing the demising partition. This will provide two 2 -bed rooms that contain all of the requirements for accessible rooms. 13. Comment: Provide details for compliance with FAC with accommodations for people with hearing impairment. FAC 9.1.3 Response: Please refer to sheet numbers FAI.01, FA1.02 & FA1.03 and Key Note 1. Visual alarms are required by FAC 9.1.3 in 5 accessible sleeping rooms. This building provides visual alarms in all 6 of the single bed accessible dormitory rooms. Comment 10/08/04: Interpretation of the code requires 5 rooms beyond those already provided to accommodate hearing impaired. Response 10/18/04: Refer to Sheets FA1.01, FA1.02 & FA1.03. Room numbers 116, 127, 229, 318, & 331 have had the same devise as described in KEY NOTE: 1 added to the room. In addition Barry University has informed me that each student provides their own telephone and that hearing impaired students accommodate their own needs with the phone they bring with them. Also, Barry University allows hearing- impaired students to select from the properly equipped rooms that are available then the University installs a visual enunciator for that room. New Comment 10/08/04: Demising partition between Tennant Rooms are to be 1 hr. rated. Response 10/18/04: Sheet G005 Partition type 1 has been revised to be a 1 hr rated partition to comply with UL 465. October 18, 2004 Village of Miami Shores Building and Zoning Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Re: Response to Critique /Comments -Barry University Residence II 140 NW 115 Street Should there be further questions please contact the undersigned? Every attempt will be made to resolve said questions with an immediate response that will be acceptable to the Building Official. Respectfully submitted Harper Partners Inc. Edward F. Cannon, AIA Senior Vice President 305 476 1102 office 305 345 1844 mobile October 18, 2004 Village of Miami Shores Building and Zoning Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Re: Response to Critique /Comments -Barry University Residence II 140 NW 115 Street Building- 12. Comment: Provide details of how accessible rooms are dispersed per various sizes and classes. FBC 9.1.4 Response 9/30/04: On the floor plans (refer to sheets A300, A300A, A301, A301A) accessible rooms are designated as H. C. Unit. There are a total of 111 dormitory rooms in the building. 43% of the rooms are single -bed dormitory rooms, 56% are two bed dormitory rooms and there is one apartment (approx. 1% or the total rooms) located on Building the third floor. Accessible rooms are dispersed as follows: 1) The single apartment in this building is placed on the third floor which contains both one and two bed dormitory rooms affording compliance with FAC 9.1.4(1). 2) All H. C. Units as noted on the plans are single occupancy rooms however; they are dispersed in such a way that 1 /2 of the total quantity of rooms are located on the one bed dormitory area and 1 /2 are located in the two bed dormitory area of the building. This disbursement is consistent with the requirements of FAC 9.1.4. Comment 10/08/04: This response does not address two person rooms for accessible rooms. Response 10/18/04: Room 101 & 103 will be joined by removing the demising partition, also room 301 & 303 will be joined by removing the demising partition. This will provide two 2 -bed rooms that contain all of the requirements for accessible rooms. 13. Comment: Provide details for compliance with FAC with accommodations for people with hearing impairment. FAC 9.1.3 Response: Please refer to sheet numbers FA1.01, FA1.02 & FA1.03 and Key Note 1. Visual alarms are required by FAC 9.1.3 in 5 accessible sleeping rooms. This building provides visual alarms in all 6 of the single bed accessible dormitory rooms. Comment 10/08/04: Interpretation of the code requires 5 rooms beyond those already provided to accommodate hearing impaired. Response 10/18/04: Refer to Sheets FA1.01, FA1.02 & FA1.03. Room numbers 116, 127, 229, 318, & 331 have had the same devise as described in KEY NOTE: 1 added to the room. In addition Barry University has informed me that each student provides their own telephone and that hearing impaired students accommodate their own needs with the phone they bring with them. Also, Barry University allows hearing - impaired students to select from the properly equipped rooms that are available then the University installs a visual enunciator for that room. New Comment 10/08/04: Demising partition between Tennant Rooms are to be 1 hr. rated. Response 10/18/04: Sheet G005 Partition type 1 has been revised to be a 1 hr rated partition to comply with UL 465. October 18, 2004 Village of Miami Shores Building and Zoning Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Re: Response to Critique /Comments -Barry University Residence 11 140 NW 115 Street Should there be further questions please contact the undersigned? Every attempt will be made to resolve said questions with an immediate response that will be acceptable to the Building Official. Respectfully submitted Harper Partners Inc. 0,1.4ra..._____, Edward F. Cannon, AIA Senior Vice President 305 476 1102 office 305 345 1844 mobile 4 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) i�1. Owner's Address Cit �te `J Zip Tenant/Les'see Name Phone # Q Job Address (where the work is being done) I (-10 \\- City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO -e, l Phone Contractor's Company Nam Contractor's Address City 1cA.),(yut. State Zip 37,c) t U Qualifier V 0 0.„� State Certificate or Registration No. 19 3'311- (1Q0 "R' Certificate of Competency No. ( 3 c l I O 01 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Submittal Fee $ 7 L Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) **** Permit Fee $ Training/Education Fee $ Radon $ / 5'0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ALA r, n, Structural Plan Review. $ Permit No. Master Permit No Mechanical Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ; w ❑ Repair/Replace Describe Wor Roofing lia2o.)(0 000 °L ❑ Demolition *******F Old CCF $ ' j) CO /CCU A. �I Technology Fee $ 3 1 .7 5 Zoning Bond $ //a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO REC NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR lI PERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a 'ertified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspe on fee will be charged. Signature Signature Owner or Age The foregoing instrument was ackn . e s ed b ore me this day of ,20_,by who is personally known to m9 or ' . s produced As id ti % � and who did take an oath. NOTARY PUBLIC: Sign: / \ Print: * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * APPLICATION APPROVED B chc 05/13/03 Contractor The foregoing ins ent was acknowledged before me this . (0" day of 1 ,! 20 D 5by who is per onally known to me or who has produced as identification and who did take an oath. NOTARY PU Sign. Print: lf)v' o11 a/Y 101 61 Orlo () Zoning fta, eyorao My Commission pires: My Commission Commission 21e4: of ri. ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Project Information BARRY UNIVERSITY RESIDENCE BUILDING # 2 NORTH MIAMI AVENUE AND N.W. 115 STREET MIAMI SHORES, FLORIDA Contract No: / HYD. CALC. FILE # BARRY2 Building: # 2 System ID: FOURTH FLOOR - FOUR SPRINKLER FLOWING Ref. Drawing No: FP -4 Construction: NON- COMBUSTIBLE Occupancy: LIGHT HAZARD (RESIDENTIAL) Authority: MIAMI DADE COUNTY System Information Hydraulics Design Criteria System Type: TREE /GRID Density: 0.10 GPM /SqFt Remote Area: 4 FLO SqFt Sprinkler Coverage: VARIES SqFt Design Standard: N.F.P.A. 13 (1999 EDITION) Hazard: LIGHT HAZARD (RESIDENTIAL) Figure: 7- 2.3.1.2 Curve: 1 Sprinklers / Nozzles Manufacturer: VIKING Model: UK430 and UK450 Size: 1/2" K— Factor: 4.3 and 4.2 Temp. Rating: 155 SOUTHERN FIRE CONTROL, INC. 16305 N.W. 48th. Avenue Miami Lakes, FL 33014 PH;3O5- 621 -4800 / FAX;305 -621 -2233 Hydraulics Summary Sheet Designer: J.R. Calc By: J.R. Date: REV. # 1 / 03 -16 -05 Hydraulics Information Demand... Spr Req'd Pres: Spr Req'd Flow: Add'I Flows: Hose at Srce: Total Flow: Total Pres: Static Elev: Combined Static: Residual: Qty Flowing: 47.36 PSI 73.17 GPM 100.00 GPM 0.00 GPM 173.17 GPM 46.72 PSI 0.00 Ft Supply... Water Flow Test Static: 67.00 PSI Residual: 57.00 PSI Qty Flowing: 2200.00 GPM Elevation: 0.00 Ft Date:11 -12 -04 Time:4:45 PM By: MIAMI DADE FIRE DEPT Pump Data Rated: 0.0 PSI@ 0.0 GPM Boost Pres: (NA) PSI Discharge Pres: (NA) PSI Discharge Flow: (NA) GPM (NA) PSI (NA) PSI (NA) GPM Available... P) 66.91 PSI@ 173.17 GPM F) 46.72 PSI@ 3222.55 GPM Margin... Pressure: 20.19 PSI Flow: 3049.37 GPM Sigma Dynamics Corporation 7700 Summary Sheet ,, 125 120 115 110 105 100 95 90 85 80 75 70 65 (i) 60 55 5QS 45 40 35 3Q 2Y 2 r 1 1 " 250 500 FOURTH FLOOR - FOUR SPRINKLER FLOWING 5 Margin Pressure 20.19 PSI Flow 3049.37 GPM • N 1.85 750 1000 1250 System Demand.. Sprinkler Demand 47.36 PSI @ 73.17 GPM Additional Flows Hose at Source Total Demand 100.00 GPM 0.00 GPM 46.72 PSI @ 173.17 GPM 1500 1750 Water Flow (GPM) 2000 Sigma Dynamics Corporation 7700 Supply / Demand Graph 2250 Water Supply.. Static 67.00 PSI - Residual 57.00 PSI @ 2200.00 GPM Elevation 0.00 PSI 2500 *SUBMITTAL SERIAL NO:3030HY1 03 -17 -2005 PAGE 1 FOURTH FLOOR - FOUR SPRINKLER FLOWING FLOW TEST RESULTS Water Supply STATIC 67.00 PSI RESIDUAL 57.00 PSI @ 2200.00 GPM CITY PRESSURE AVAILABLE AT 173.2 GPM 66.91 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K- FACTOR PRESSURE 101 18.00 18.00 4.20 18.37 102 18.58 15.00 4.30 18.67 103 18.58 15.00 4.30 18.67 104 18.01 18.00 4.20 18.39 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 2 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 12 TO 104 73.17 GPM 100.00 GPM 173.17 GPM 46.72 PSI 0.00 PSI 9.42 FPS SUBMITTAL SERIAL NO:3030HY1 03 -17 -2005 PAGE 2 FOURTH FLOOR - FOUR SPRINKLER FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 11 101 0.884 L 2.00 C =150 PT 18.37 (10 ±) Q 18.00 F =0 F 0.00 PE 0.00 BN T 2.00 0.1631 PF 0.33 PT 18.70 ( 11) 12 104 0.884 L 2.00 C =150 PT 18.39 (104) Q 18.01 F =0 F 0.00 PE 0.00 BN T 2.00 0.1633 PF 0.33 PT 18.72 ( 12) 103 102 1.602 L 13.00 C =150 PT 18.67 (102) Q 3.29 F =0 F 0.00 PE 0.00 CM T 13.00 0.0004 PF 0.01 12 103DQ 18.58 1.602 L 3.50 C =150 PT 18.68 (103) Q 21.87 F =0 F 0.00 PE 0.00 CM T . 3.50 0.0129 PF 0.05 13 12DQ 18.01 1.602 L 123.00 C =150 PT 18.73 ( 12) Q 39.88 F =2E F 10.00 PE 0.00 CM T 133.00 0.0393 PF 5.23 8 13 1.682 L 5.00 C =120 PT 23.96 ( 13) Q 39.88 F =E F 4.90 PE 0.00 CM T 9.90 0.0468 PF 0.46 PT 24.42 ( 8) 11 102 1.602 L 3.50 C =150 PT 18.67 (102) Q 15.29 F =0 F 0.00 PE 0.00 CM T 3.50 0.0067 PF 0.02 10 11DQ 18.00 1.602 L 9.00 C =150 PT 18.69 ( 11) Q 33.29 F =E F 5.00 PE 0.00 CM T 14.00 0.0281 PF 0.39 9 10 1.602 L 150.00 C =150 PT 19.08 ( 10)' Q 33.29 F =E F 5.00 PE 0.00 CM T 155.00 0.0281 PF 4.36 8 9 1.682 L 14.00 C =120 PT 23.44 ( 9) Q 33.29 F =3E F 14.70 PE 0.00 CM T 28.70 0.0335 PF 0.96 7 8DQ 39.88 2.157 L 3.00 C =120 PT 24.40 ( 8) Q 73.17 F =2E,BV F 19.80 PE 0.00 FM3 T 22.80 0.0428 PF 0.98 SUBMITTAL SERIAL NO:3030HY1 03 -17 -2005 PAGE 3 FOURTH FLOOR - FOUR SPRINKLER FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 6 7 4.260 L 10.00 C =120 PT 25.38 ( 7) Q 73.17 F =0 F 0.00 PE 4.33 FR T 10.00 0.0016 PF 0.02 5 6 4.260 L 10.00 C =120 PT 29.73 ( 6) Q 73.17 F =0 F 0.00 PE 4.33 FR T 10.00 0.0016 PF 0.02 4 5 4.260 L 10.00 C =120 PT 34.08 ( 5) Q 73.17 F =0 F 0.00 PE 4.33 FR T 10.00 0.0016 PF 0.02 3 4 4.260 L 320.00 C =120 PT 38.43 ( 4) Q 73.17 F =4E,BV F 68.60 PE 0.00 FM2 T 388.60 0.0016 PF 0.62 2 3 4.260 L 13.00 C=120 PT 39.05 ( 3) Q 73.17 F =2E F 26.40 PE 3.90 FM1 T 39.40 0.0016 PF 0.06 1 2DQ 100.00 4.230 L 135.00 C =150 PT 43.01 ( 2) Q 173.17 F =E,DCA F 9.00 PE 1.30 UN T 144.00 0.0053 PF 0.76 AMES MOD. 3000SS DOUBLE CHECK VALVE ASS'Y 1.61 0 1 6.340 Q 173.17 UN L 50.00 C =140 PT 46.68 ( 1) F =GV,E F 16.00 PE 0.00 T 66.00 0.0008 PF 0.05 PT 46.73 ( 0) Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/2/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Contractor Local Phone: 305 -621 -4800 Parcel # PARC2004 -8 N.W. 115 Legal Description: Signed: (INSPECTOR) Plumbing Permit Permit Number: PL2005 -135 UNIVERSITY BARRY ST. Contractor's Address: 163NW 48 AVENUE Page 1 of 1 Fees: Description Amount FEE2005 -5418 Building Fee $2,070.00 FEE2005 -5419 CCF $41.40 FEE2005 -5420 Training and Education Fee $13.80 FEE2005 -5421 Scanning Fee $24.00 FEE2005 -5422 Technology Fee $51.75 FEE2005 -5423 Submittal Fee ($50.00) Total Fees: $2,150.95 Total Fee4$2,150.95 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/23/2005 Construction Value: $69,000.00 Work: FIRE SPRINKLERS SYSTEM In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT AP L CATINN FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) 04" Phone # Owner's Address City State Zip Tenant/Lessee Name Job Address (where the work is being done) 1 )5 1 1\-416k1.4 City Miami Shores Village Is Building Historically Designated YES NO }� Contractor's Company Name ap I l vi PiGe ear') 4/!t Phone # 3c)5 [� 3i 0 l Contractor's Address ( / e JP Pg r1° City tN ✓12 State Zip 3 /?. Qualifier r, State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ❑Ad.'tion / alteration ❑New ❑ Repair/Replace Q] Demolition Describe Work: '2200,-co Submittal Fee $ Notary $ Fee $ Scanning $ ITT Radon $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Code Enforcement $ Structural Plan Review. $ Permit No. Master Permit - N County Miami -D Phone # Square Footage Of Work: * * * * * * * ** ** * * * * * ** * *** * * ** Fee *** * * * * * * * * * * * * * * * * * * *** * ** Permit Fee $ CCF $ a ( V Technology Fee $ Zoning Bond $ RECEIVED Zip echanical Roofing Bonding Company's Name (if applicable) Bonding Company's Address City State . Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards o f all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Cc The foregoing instrument was acknowledged before me this The foregoin instrument was ackno day of ,20 ,by , day of C., 20£A,b who is personally known to me or who has produced who is personally known .ttr`me o who has produced As identification and who did take an oath. as dentifisation and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. ** ** * ** * * * ** * * * * ** * * * * * * * * * * * * * * * */ * APPLICATION APPROVED chc 05/13/03 Y: tor edged before me this 2, M y Commiss evE i di:EXpi qFp inridtd-e * * * *4e * pie * * * * * ** * * *** *** * * *** ** * * * * 91 7f * tterg ti talidi e0C4Y* ** * *** **** .r ** ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 3 - 3 - < f Plans Examiner Engineer Zoning ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR MAIN SERVICE REPAIR/METER CHARGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL _ MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES- I ' A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER-NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS .SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER F IXTl.RES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4 TILE/RES. VIOLATION . PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING t LAWN SPRINKLER SYSTEM GAS RAKE METE ET (GAS) _ T- PIPI ' 00 (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) - ADDENDUM TO BUILDING PERMIT APPLICATION PLUMBING ELECTRICAL MECHANICAL utp Q 5 - oo4- f- Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/7/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 N.W. 115 Plumbing Permit Permit Number: PL2005 -75 UNIVERSITY BARRY ST. Contractor MARLIN PLUMBING OF MIAMI INC Contractor's Address: 20145 NE 16 PL Local Phone: 305 - 652 -6108 Parcel # PARC2004 -8 Legal Description: Permit Status: APPROVED Permit Expiration: 8/29/2005 Construction Value: $2,200.00 Work: HOOK UP 2 GENERATORS GAS LINE Signed: (INSPECTOR) Page 1 of 1 Fees: FEE2005 -2926 FEE2005 -2927 FEE2005 -2928 FEE2005 -2929 FEE2005 -2930 Description Building Fee CCF Training and Education Fee Notary Fee Technology Fee Total Fees: Amount $160.00 $1.80 $0.60 $5.00 $4.00 $171.40 Total Fees: $171.40 Total Receipts: $0.00 G�- Z I1S SEP 2 1 2005 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: I S E Ce BUILDING MIAM OR DEPARTMEN VILLAG T 305- 795 -2204 Building Inspection Request Date 91 Type Insp'nRT. 1 tkx* O p Z oryercior Permit No. C x‘ S 1..� �e D I Name EC ( Address 140 NW k 'tS cS 4 Company�Jy�� Phone # Inspection Date Approved Correction Re- Insp'n Fee Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/17/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Contractor MR1 CORPORATION Local Phone: 305 - 261 -6000 Parcel # PARC2004 -8 N.W. 115 Legal Description: Signed: (INSPECTOR) Electrical Permit Permit Number: EL2005 -59 UNIVERSITY BARRY ST. Contractor's Address: 5741 SW 7TH ST Page 1 of 1 Fees: Description Amount FEE2005 -2184 Building Fee $1,295.00 FEE2005 -2186 CCF $6.00 FEE2005 -2189 Scanning Fee $6.00 FEE2005 -2190 Training and Education Fee $2.40 FEE2005 -2191 Technology Fee $32.75 Total Fees: $1,342.15 Total Fee41,342.15 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 8/9/2005 Construction Value: $12,000.00 SEP 2 1 20005 Work: INSTALL SITE TELECOM CABLE AND UNDERGROUND TO FEED STUDENT RES BLDG II- MASTER PERMIT BP2004 -1134 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MIAMI S 40 ORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date IZ' TypeInsp'n P% 172 l ccm CobF'C. Permit No. // C, 5 4 C Name , O N(V t k5 s+ Address U f Compan Phone # Inspection Date Approved Correction Re- Insp'n Fee iu IAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date 0 - Type Insp'n I i rThCA 1 TO lercrn Coble...! Permit No. - 1 05 - 7) C i . Name \ 4o NUJ tle3 -4 Address --- C-i ( 0 ni 1 Compan C /)f) yo . , ••,, i Phone # 1 Inspection Date 12-2- Approved Correction Re-Insp'n Fee .0" VVest-s" • -0 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Contractor's Company Name Architect/Engineer's Name (if applicable) Fi°1 /sue Daf4- a $ Value of Work For this Permit Type of Work: Describe Work: Submittal Fee $ Notary $ Scanning $ ]Addition Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3Q5): „'';�: �S:e , .8972 Job Address (where the work is being done) // W 1 / S ' g ,5''7 . City Nfiami Shores Village County Is Building Historically Designated YES NO Contractor's Address S•7i2 S l ' 7/� 744 6 - 7,e City / / /C7'fl % State L • Qualifier / a-�J r7v” / '9q State Certificate or Registration No. 0 Alteration ['lie ir s��Jt" A rt 444, e ster Permit No. ,652 -/� Plumbing Mechanical "fez Pr 14 /Vors�j Owner's Address // 34Cr, /Cf. 2 AV 4/if City 0 l /Cr / 5X0/'r' $ State AZ a/V/9' Zip 3 3/ i / Tenant/Lessee Name N ® • Phone # Phone # 305 - 79 3®S'.7 Miami -Dade Zip Phone # - - cow //,o gel/ **************** �s * * * * * * * * *F * * * * * * * * ** ** * * * ** Zip 3,3/ sd Certificate of Competency No. Phone # �>s $2/4.r //P., e /�f'c'/ ti J`/e ® /V/He l E f dam'tw oee7 o ti g ;, _ ork. * * * * * * * * * * ** Permit Fee IV 91 CCF $ CO /CC Training/Education Fee $ Technology Fee $ 4 2- • 65 . Radon $ Zoning bond $ Structural Plan Review. $ Permit No. ° 0 Roofing eplace ❑ Demolition / g e-u�® �� ✓ 6.4 ,'" Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State CONSTRUCTION CO. GENERAL CONTRACTORS GARY G. WARREN Construction Manager Ce// /o$ 799 - 21 6 7 247 Minorca Avenue, Coral Gables, Florida 33134 305 -445 -0819 ® Fax 305 - 447 -0941 gwarren @ beauchampco.com Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature NOTAR Sign: Print: e44 /1 tqa. My Commission Expires: As identificatio ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * APPLICATION APPROVED BY: Chc 05/13/03 Signature Owner ent The foregoing instrument vvas acknowledged before me this The forego day of J i i -- , 200Sby 72 C,tt0..it et T5 a . j - v.e day who is personally known to me or who has produced who is C- 3/# -,i 'uiipaf ip . Notary Pubic - "bt PCdrRl�r 6piesApr21,200g 04613 lb N ational Notary Ass&P r Contractor instrument was acknowledged before me this 2-/ 20 a5, by ersonall kn . ' i to me or who has produced as identification and who did take an oath. My Commission E Public Underwriters 323232323t$ 327k32*** SY3232323t3232i432*******] Y32327k3232litih*323232323232323 2***3 ** *32***SF3232329Y32$t323232327ti$ 32323232$ iYIY9ti323C323c****SY$fY32sY323 ***9Y***ik329Y32 *SY*** ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .w Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) in Owner's Address 117-74- L A City k 1 31 T= Job Address (where the work is being done) 1/100 A/e 2 4r✓e uce Contractor's Company Name i(hr /, At /n d iiny Contractor's Address 0 /V6 A/E /6 /' /etce City /(oYM An4 m ,Beet c.0 State R- Qualifier /VWttri & / Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. Zip 3 3 (38 Mechanical Roofing Tenant/Lessee Name Phone # 1 4 e y /J, o/e/ ' City Miami Shores Village County Miami Dade Zip Is Building Historically Designated YES NO C/ eyp q Z/ Phone # .3ar" C2° gO 3 / Zip ..?-7( Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit y 6 OM, 00 Square Footage Of Work: Type of Work: ❑Addition 0/Alteration :New ❑ Repair/Replace ❑ Demolition Describe Work: ho a/►a/ rye? / aktx, / rote iAitd / . 4 .7 A t" /ire /573 *** ****** ** **** ** ***** it * *Fe * * * * it* * * * * ** * * ** * *** * * * * * ** Submittal Fee $ ) co Permit Fee $ Alo CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee ,$ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is .issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Chc 12/15/03 NOTARY PUBLIC: Sign: Co i . ctor The foregoing instrument was acknowledged before me this 2..3 day of A-ref , 20 , by itialar/ ✓ ea /key-, who is personally known to me or who has produced as identification and who did take an oath. My Commission Expires: Ines Montero •� My commission DD05432O , 2005 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** '* * * * *. * * * * * * * * * * * * * * ** ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** , APPLICATION APPROVED BY: , y `�A /4ditai 2_r,''- `c7 ,"Plam Examiner �ypro- Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Plumbing Permit Phone: 305 - 795 -2204 Permit Number: PL2005 -100 Printed: 4/4/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Parcel # PARC2004 -8 N.W. 115 Legal Description: Signed: (INSPECTOR) UNIVERSITY BARRY ST. Contractor MARLIN PLUMBING OF MIAMI INC Contractor's Address: 20145 NE 16 PL Local Phone: 305 -652 -6108 Page 1 of 1 Fees: FEE2005 -4200 FEE2005 -4201 FEE2005 -4202 FEE2005 -4203 FEE2005 -4211 FEE2005 -4214 Description Building Fee CCF Technology Fee Training and Education Fee Scanning Fee Submittal Fee Total Fees: Amount $210.00 $3.60 $5.25 $1.20 $3.00 ($50.00) $173.05 Total Fees: $173.05 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/18/2005 Construction Value: $6,000.00 Work: ROUGH AND SET 1 WASHING MACHINE AND 1 DRYER RUN GAS TO DRYER 150 SEP 2 12005 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDIN ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS: INSR JNSRL TYPE OF INSURANCE POLICY NUMBER DA IMM/DDC/YYYYI POLICY (MM /DD%YYOIN UMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 21SBABP3303 05/08/2004 05/08 /2005 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED m PRFMISFS (Fa nvanrw) $ 300,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY I� jE a n LOC PRODUCTS - COMP /OP AGG $ 2,000,000 AUTOMOBILE UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Es accident) $ BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ 7 AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ — 1 OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes. describe under SPECIAL PROVISIONS below 83025781 12/01/2004 12/01/2005 X TORY I I MITR I I O FR E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICY LIMIT $ S00,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS ACORD CERTIFICATE OF LIABILITY INSURANCE PRODUCER (954)724 -7000 Keyes Coverage; inc. 8201 West McNab Road Tamarac, FL 33321 FAX (954)724 -7024 INSURED MARLIN PLUMBING OF MIAMI INC. 20145 N E 16th Place Miami, FL 33179 Fax # 305 652 3135 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Hartford Fire Insurance Co INSURER B• Bridgefield Employers Insurance Co INSURER C: INSURER D: INSURER E: DATE (MM/DDIYYYY) 10/28/2004 NAIC # CERTIFICATE HOLDE ACORD 25 (2001108) CANCELLATION R City of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Carey Keyes /KEY19 © ACORD CORPORATION 1988 • MIAMI SHORES VILLAGL�A` ,� BUILDING DEPARTMENT 0 9 ? O0 Approved Correction Re- Insp'n Fee 305 - 795 -2204 Building. Inspection Request Date \2 Type Insp'n {�1 f roc) L,11� Q, 1 Permit No. P OS -- 100 , Name � rl Y Address 140 INS S Company PkWzr y' '' r Phone # Inspection Date C I 1 12# BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle). Describe Work: Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3 ) ____...8972 RE EOM( MS 1,0 2 @05 Owner's Name (Fee Simple Titleholder) likay MINI$ .)..1 Phone # Owner's Address (« IU 2 A City �i c 1 $e-S State Zip 33 i (0 1 Tenant/Lessee Name Phone # • Job Address (where the work is being done) 1 r+0 iU Its City Miami Shores Village County Miami -Dade is Building Historically Designated YES NO .. Training/Education Fee $ Code Enforcement $ Structural Plan Review. $ Permit No. ster Permit No. '?o9 -113 Electrical Plumbing Mechanical Roofmg zip 33i Contractor's Company Name bektka 611 C '' 't c\ el Phone # L{ ( Ob 11 Contractor's Address 2-4 OI kiQM City C G J,T0\ i State .“-.. Zip 331 Qualifier t •9 ®,,, mok C✓lci 501 State Certificate or Registration No. WC 042 Certificate of Competency No. Architect/Engineer's Name (if applicable) L-1 cl fN ,, / J L • Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: EAddition Alteration ❑New ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ • 3 S � ® • CCF $ Notary $ CO /CC Technology Fee $ Scanning $ Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 As identification and who did take an oath. `/.0T Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305- 795 -2204 Permit Number: BP2004 -1134 Printed: 8/12/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Parcel # PARC2004 -8 N.W. 115 Legal Description: UNIVERSITY BARRY ST. Contractor BEAUCHAMP CONSTRUCTION CO INC Contractor's Address: 247 MINORCA AVE Local Phone: 305 -445 -0819 Page 1 of 2 Fees: FEE2004 -10457 FEE2004 -10458 FEE2004 -10793 FEE2004 -10795 FEE2004 -10796 FEE2004 -10797 FEE2004 -11154 FEE2004 -11157 FEE2004 -11158 FEE2004 -11159 FEE2005 -78 FEE2005 -3249 FEE2005 -4002 FEE2005 -4003 Description Structural Fee Structural Fee CO/CC Scanning Fee Radon Builders Bond Building Fee CCF Training and Education Fee Technology Fee Structural Fee Structural Fee Building Fee Structural Fee Amount $100.00 $50.00 $200.00 $600.00 $459.03 $300.00 $70,990.00 $1,420.20 $473.40 $1,774.75 $50.00 $50.00 $35.00 $50.00 Total Fei :6,437.38 Total ReceiptJ6,402.38 Births 2P. Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: FEE2005 -4407 Structural Fee $50.00 FEE2005 -5092 Building Fee $50.00 FEE2005 -10276 Submittal Fee ($250.00) FEE2005 -11081 Building Fee $35.00 Total Fees: $76,437.38 Permit Status: APPROVED Permit Expiration: 1/22/2006 Construction 6110,000,000.00 Work: NEW DORMITORY BUILDING Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PVC, :'.�� PERMIT APPLICATION z�1 ma FBC 2001 r " Type of Work: ❑Addition ❑Alteration . N Describe Work: S fa /4 / c v� $ Value of Work For this Permit Submittal Fee $ Notary $ .fie- &di Cr Scanning $ go— Radon $ Code Enforcement $ Total Fee Now Due $ 1! (Continued on opposite side) g- State Certificate or Registration No. CCC r? a s Permit Fee $c e-- Training/Education Fee '$ Structural Plan Permit No. ter Permit No. /° ,2er `i' -// Plumbing Mechanical Phone # f 5 -?79 - 3OS Permit Type (circle): Building Elect - cal Owner's Name (Fee Simple Titleholder) 1 60 /v VA, r U efrily Owner's Address // 3 4/4 2 4, ( 4u e City / /Cei -, i 5 r t" 5' State f`L'c°i/Gr Zip 3 3/6 Tenant/Lessee Name A%4, Phone # Job Address (where the work is being done) , � ® V air // ' '‘`' City Miami Shores Village Is Building Historically Designated YES NO County Miami -Dade Zip ®, p 30 Contractor's Company Name 3 Contractor's Address 2 $17 / i ,,,,e,/ etc,' City Cop et' C. / K G sii° S State / ° Zip 5/57 Qualifier Phone # Certificate of Competency No. few ❑ Repair/R c' rePc0, 774 5f S' Zonin ****************************F * ** 4 Architect/Engineer's Name (if applicable) Phone # ' � " Square Footage Of Work: lace ❑ Demolition CO /CC CCF $ Technology Fee $ „„_„ Bond $ ' Bonding Company's Name (if applicable) Bonding Company's Address Cit State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made ;to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the ;, cpection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 by who is personally known to me or who haE produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: - NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 M -a Plans Examiner Engineer Zoning The following pages were originally attached to plans with the folio in 11111 err' it # T } Best Truss Company 7035 SW 44 ST Miami FL 33155 Project: Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: 445 -0819 The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2000 software Pages or sheets covered by this seal: 0001 thru 0079 Total: 79 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15 -31 section 003 of The Florida Board of Professional Regulations. Biulding code being used is ASCE 7 -98 as per FBC 2001. Wind speed 146 mph. Exp.-C; Category II; Importancefactor = 1.00. Truss 0001 CJ14 0005 CJ9A 0009 H1 0013 H13 0017 H15A 0021 H19 0025 H4 0029 H8 0033 HH1 0037 HH5 0041 HH9 0045 J10 0049 J5 0053 J7A 0057 S1 0061 T2 0065 T5 0069 T9 0073 V15 - < Truss• 0002 CJ14A 0006 0010 0014 0018 0022 0026 11 0030 a 0034 0038 0042 0046 0050 0054 0058 0062 0066 0070 0074 GR1 1110 H14 H16 H2 H5 H9 1-1H2 HH6 HHG1 J1 OA J5A J7B S2 T3 T6 T9A V19 To: BEAUCHAMP CONSTRUCTION 247 MINORCA AVE CORAL GABLES FL DA Deliver To: 140NW115ST. MIAMI,FL. Deliver To Address3 Tentative Delivery Date: Material Summary Includes the following Truss 0003 CJ14B 0007 GR2 0011 H11 0015 H14A 0019 H17 0023 H2O 0027 H6 0031 HG1 0035 HH3 0039 HH7 0043 HHG2 0047 J3 0051 J6 0055 J9 0059 T1 0063 T4 0067 17 0071 T9B 0075 V2 REMBEATO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C•101 Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) Truss List Job Page: Date: Project. Account No: Designer: Salesperson Quote ';Truss 0004 -- CJ9 0008 GR3 0012 `% H12 0016 H15 0020 H18 0024 H3 0028 1-17 0032 HG1A 0036 HH4 0040 H btc 8 T8 0072 V11 0076 V23 1 of 2 2/14/2005 5A62 FEB 14 2005 A\5(- XiCEPTION TAKEN 0 MAKE CORRECTVAS NOTED 0 REJECTED 0 REVISE AiItED RESUBMIT 0 SUBMIT SPECIFIED ITEM I Checking is only for general conformance 1,vtth the design concept of the project and general compliance with the information givers ;: the contract documents. Any action shown is sut;ira;:t, to the requirements of tFha plans and specificaticn5 Contractor is re,sponsibie for dimensions which shall be confirmed and r:or o ated at the job site; fabrication processes and techniques of construction; coordination of hid work mu. t'rra:;t of all other trades; and the satisfactory performance of his work. SUAREZ & ASSOCIA INC. Date) SHOP DRAWING REVIEW QNO E)OEPTION TAKEN 0 ,'END AND RESUBMIT SUBMITTAL r litvitifvEv 0 MAKE CORRECTIONS WWI ❑ REJECTED / RESUBMIT Cerreriions or comments made on shop drawings during review do not relieve the VENDOR or SUBCONTRACTOR from co ril Iii. ,c. ;,!ir, the 'enuirements of the contract drawings arid SpE cations. -INF ,••• . , Toe review of general conformance with the ov"a,i - .reps of the ,,rera; •,ompliance with Information riven in the Ce,ntr t , „urr,e.nt< ;a !t,COIV1RACTOR is responsible for: ccnfirmirr, , -a,agn, =,i ..,:;,..v; air ,„c dimensions, sting fabricaton urnc.2 i ;o ;sirs:. coordinating its work with that of al: or;!cr , ..,c con .'erting the work and performing its work in 2 S61,. At ,L.istacte,'. mannb r,i •raance with the Subcontract or Purchase Order acre, 1.;. - ,{ .+;tract Doci This review does i1OT authorize changes to contract requirements, addmw;: I leletions or cote. M PAW( JnTF. 2 . - /.5 - `0 9 Best Truss Company 7035 SW 44 ST Miami FL 33155 Project Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: 445 -0819 The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MTek 2000 software With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15 -31 section 003 of The Florida Board of Professional Regulations. Biulding code being used is ASCE 7 -98 as per FBC 2001. Wind speed 146 mph. Exp. -C; Category II; Importancefactor = 1.00. 0077 V3 Tentative Delivery Date: Material Summary Includes the following Pages or sheets covered by this seal: 0001 thru 0079 Total: 79 drawings Truss Truss Truss Truss 0078 V4 0079 V7 To: Truss List BEAUCHAMP CONSTRUCTION 247 MINORCA AVE Job CORAL GABLES Page: 2 of 2 FL DA Date: 2/14/2005 Project 5A62 Deliver To: Account No: 140 NW 115 ST. MIAMI,FL. Designer: btc Salesperson Deliver To Address3 Quote AEMSERTO CONTREAAS, P.E. Consulting Engineer Civil/Structural / 30 N.W. 87 Avenue, #C -101 G Miami, FL 33172 Phone: (305) 667-6797 (Florida P.E. 21522) FEB 14 2005 r i . C r To: BEAUCHAMP CONSTRUCTION 247 MINORCA AVE CORAL GABLES FL, DA Production List Job Number. Page: 1 Date: 02 -14 -2005 - 10:24:44 AM Project ID: 5A62 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 140 NW 115 ST. Account No: mtm Salesperson: Quote Number: Name: Phone: Fax: 445 -0819 Tentative Delivery Date: Profile: 6 Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 2 CJ14 66 lbs. each 14 - 3 - 12 2X4/2X4 ROOF TRUSS 2.83 0.00 0 -0 -0 0 -0 -0 32 BF -Ea 64 Total = sal 1 CJ14A 66 lbs. each 14 - 4 - 7 2X4/2X4 ROOF TRUSS 2.83 0.00 0 -0 -0 0 -0 -0 32 BF -Ea 32 Total .....,..:1111 1 CJ14B 66 lbs. each 14 - 4 - 7 2X4/2X4 ROOF TRUSS 2.83 0.00 0 -0 -0 0 -0 -0 33 BF -Ea 33 Total 7 CJ9 40 Ibs. each 9 - 10 - 1 2X4/2X4 ROOF TRUSS 2.83 0.00 0 -0 -0 0 -0 -0 20 BF -Ea 140 Total 1 CJ9A 36 lbs. each 9 - 10 - 1 2X4/2X4 ROOF TRUSS 2.83 0.00 0 -0 -0 0 -0 -0 19 BF -Ea 19 Total ° 3 GR1 318 lbs. each 44 - 2 - 8 2X6/2X6 ROOF TRUSS 4.00 0.00 1 - 11 -0 1 -11 -0 148 BF -Ea 444 Total ��ic.��.l ►1l►\ 2 GR2 280 Ibs. each 44 - 2 - 0 2X6/2X6 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 127 BF -Ea 254 Total etA 1 GR3 35 lbs. each 6 - 1 - 0 2X4/2X6 MONO TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 18 BF -Ea 18 Total 1 111 128 lbs. each 25 - 2 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 1 -11 -0 61 BF -Ea 61 Total 1 1110 219 lbs. each 44 - 2 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 103 BF -Ea 103 Total 41100 t` 1 1111 230 lbs. each 44 - 2 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 111 BF -Ea 111 Total =V ■ r - ■'1.611 & ■∎` 1 1112 222 Ibs. each 44 - 2 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 107 BF -Ea 107 Total A` "O_- 1 1113 229 lbs. each 44 - 2 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 108 BF -Ea 108 Total 1 1114 160 lbs. each 34 - 4 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 76 BF -Ea 76 Total 1 1114A 156 lbs. each 33 - 5 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 75 BF -Ea 75 Total 1 1115 160 lbs. each 33 - 5 - 8 2X4/2X4 ROOF muss 4.00 0.00 0 -0 -0 0 -0 -0 76 BF -Ea 76 Total 1 H15A 155 lbs. each 33 - 5 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 74 BF -Ea 74 Total ∎1 1 Ski = 1 H16 164 lbs. each 33 - 5 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 80 BF -Ea 80 Total iik 1 1117 160 lbs. each 33 - 5 - 8 2X4/2X4 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 75 BF -Ea 75 Total 1 1118 158 lbs. each 33 - 5 - 8 2X4/2X4 REMB`trt'O ROOF TRGDPSUIt + E 30 , _--_, CONTr ipeter 3 Avenue, el 494 i u' a, Ea 77 tat cbv-i Octuu , Phone: (305) 667 -6797 (Florida P.E. 21522) FEB 14 2005 Phone: (305) 667 -6797 (Florida P.E. 21522) FEB 14 2005 To: BEAUCHAMP CONSTRUCTION 247 MINORCA AVE CORAL GABLES FL, DA Production List Job Number. Page: Date: Project ID: 2 02 -14 -2005 - 10:24:44 AM 5A62 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Name: Phone: 445 -0819 140 NW 115 ST. Designer: Sales pe rson; mtm Fax: Quote Number: Tentative Delivery Date: Profile: It Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 77 BF -Ea 77 Total 1 1119 33 - 5 - 8 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 „_ /� , _ .,ii 161 Ibs. each 2X4/2X4 0.00 59 BF -Ea 59 Total 1 112 25 - 2 - 8 ROOF TRUSS 4.00 0 -0 -0 1 -11 - 126 lbs. each 2X4/2X4 0.00 77 BF -Ea 77 Total 1 1120 33 - 5 - 8 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 �.■ 1 161 lbs. each 2X4/2X4 0.00 127 BF -Ea 127 Total 1 113 44 - 2 - 8 ROOF TRUSS 4.00 1 -11 -0 1 -11 - 0 271 lbs. each 2X4/2X4 0.00 130 BF -Ea 130 Total 1 H4 44 - 2 - 8 ROOF TRUSS 4.00 1 -11 -0 1 -11 -0 Vii•` I0. ► i` 281 lbs. each 2X4/2X4 0.00 106 BF -Ea 106 Total 1 115 44 - 2 - 8 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 ; I A 1 . 1 ∎ 222 lbs. each 2X4/2X4 0.00 107 BF -Ea 107 Total 1 116 44X -2 -8 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 ,..01t--- 222 lbs. each 2X412X4 0.00 108 BF -Ea 108 Total / II,.� 1 117 229 lbs. each 44 - 2 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 53 BF -Ea 53 Total 1 118 24 - 4 - 0 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 108 lbs. each 2X4/2X4 0.00 105 BF -Ea 105 Total 1 119 44 - 2 - 0 ROOF TRUSS 4.00 0 -0 - 0 -0 -0 �� V 216 lbs. each 2X4/2X4 0.00 77 BF -Ea 153 Total 2 HG1 34 - 4 - 8 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 154 lbs. each 2X4/2X4 0.00 77 BF -Ea 77 Total 1 HG1A 34 - 4 - 8 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 156 lbs. each 2X4/2X4 0.00 51 BF -Ea 51 Total 1 Mil 21 - 6 - 12 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 106 lbs. each 2X4/2X4 0.00 50 BF -Ea 50 Total 1 11112 21 - 6 - 12 ROOF TRUSS 4.00 0 -0 -0 0 - 0 -0 105 Ibs. each 2X4/2X4 0.00 54 BF -Ea 54 Total 1 H113 21 - 6 - 12 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 ,g11.. tom 111 lbs. each 2X4/2X4 0.00 52 BF -Ea 52 Total 1 11114 21 - 6 - 12 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 110 lbs. each 2X4/2X4 0.00 47 BF -Ea 47 Total 1 11115 18 - 7 - 12 ROOF TRUSS 4.00 1 - 11 -0 0 -0 -0 99 lbs. each 2X6/2X4 0.00 45 BF -Ea 45 Total 1 11146 18 - 7 - 12 ROOF TRUSS 4.00 1 - 11 -0 0 -0 -0 97 Ibs. each 2X4/2X4 0.00 45 BF -Ea 45 Total 1 HH7 96 lbs. each 18 - 7 - 12 2X4/2X4 ROOF TRUSS 4.00 1 -11 -0 0 -0 -0 1 HH8 18 - 7 -12 18 - 7 Am Me .I.R�SUI_ RooF i t +' 1 ' " ' l E CONTI t CON TI 'AV � � 99 Ibs. each a 30 ,.; , am --.....1 3 7 venue, Cl 19179 #0=101 Phone: (305) 667 -6797 (Florida P.E. 21522) FEB 14 2005 `' r . Kx Y 1 , To: BEAUCHAMP CONSTRUCTION 247 MINORCA AVE CORAL GABLES FL, DA Production List Job Number: Page: 3 Date: 02 -14 -2005 - 10:24:45 AM Project ID: 5A62 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 140 NW 115 ST. Account No: Designer: mtm Quote Number. Name: Phone: Fax: 445 -0819 Tentative Delivery Date: Profile: It , Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 1 11119 92 lbs. each 18 - 7 - 12 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 44 BF -Ea 44 Total 1 HHG1 10016s. each 21 - 10 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 50 BF -Ea 50 Total 2 HHG2 105 lbs. each 18 - 11 - 0 2X6/2X4 ROOF TRUSS 4.00 0.00 1 -11 -0 0 -0 -0 52 BF -Ea 105 Total 24 Jl 31bs. each 1 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 2 BF -Ea 48 Total ® 3 J10 43 lbs. each 10 - 2 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 21 BF -Ea 62 Total 3 J10A 44 lbs. each 10 - 3 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 21 BF -Ea 64 Total 41 22 J3 10 lbs. each 3 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 5 BF -Ea 117 Total ...1 2 J3A 13 lbs. each 3 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -11 -0 0 -0 -0 7 BF -Ea 13 Total 22 J5 16 lbs. each 5 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 8 BF -Ea 176 Total .� 2 J5A 19 lbs. each 5 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -11 -0 0 -0 -0 9 BF -Ea 19 Total 1 J6 19 lbs. each 6 - 1 - 0 2X6/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 10 BF -Ea 10 Total 45 J7 22 lbs. each 7 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 11 BF -Ea 480 Total 8 J7A 22 lbs. each 7 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 11 BF -Ea 85 Total 5 J7B 25 lbs. each 7 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 12 BF -Ea 60 Total ® 8 J9 38 lbs. each 9 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 18 BF -Ea 144 Total ® 1 MG1 35 lbs. each 6 - 1 - 0 2X4/2X6 MONOTRUSS 4.00 0.00 0 -0 -0 0 -0 -0 18 BF -Ea 18 Total - alIa ` 1 S1 160 lbs. each 33 - 5 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 77 BF -Ea 77 Total 1 1 S2 160 lbs. each 33 - 5 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 77 BF -Ea 77 Total 1 T1 325 lbs. each 44 - 2 - 8 2X6/2X6 ROOF TRUSS 4.00 1 -11 -0 O eO 87 AVeni el 91179 1 -11 -0 ERAS Cp t O e, #C- 150 BF -Ea 150 Total C ctlt 30 ow / 7 � A' `∎ 4 T10 163 lbs. each 33 - 5 - 8 2X4/2X4 �� R ±±�� EM�Q ROOF TRdtltSng 3 �b9 Ergyt�er 33 W. •11.......1 Phone: (305) 667 -6797 (Florida P.E. 21522) FEB 14 2005 41 1 1 , ' 1' t 1 1 To: BEAUCHAMP CONSTRUCTION 247 MINORCA AVE CORAL GABLES FL, DA Production List Job Number: Page: 4 Date: 02 -14 -2005 - 10:24:45 AM Project ID: 5A62 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 140 NW 115 ST. Account No: Designer: mtm Salesperson: . P Quote Number: Name: Phone: Fax: 445 -0819 Tentative Delivery Date: Profile: Ig Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 1 T2 277 lbs. each 44 - 2 - 8 2X6/2X4 ROOF TRUSS 4.00 0.00 1 - 11- 0 1 - 11- 0 130 BF -Ea 130 Total MI ''Ptii 1 T3 126 lbs. each 25 - 2 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 1 -11 -0 59 BF -Ea 59 Total _age '41 34 T4 217 lbs. each 44 - 2 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 - 99 BF -Ea 3377 Total I� %I 5 T4A 221 lbs. each 44 - 2 - 8 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 102 BF -Ea 509 Total 1 T5 93 lbs. each 18 - 7 - 12 2X4 /2X4 ROOF TRUSS 4.00 0.00 0 -0 - 0 -0 -0 43 BF -Ea 43 Total 1 T6 213 lbs. each 44 - 2 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 101 BF -Ea 101 Total 1 T7 216 lbs. each 44 - 2 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 - 0 -0 -0 103 BF -Ea 103 Total 2 T8 108 lbs. each 24 - 4 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 53 BF -Ea 105 Total ...0 '49 :91.._ - 25 T9 216 lbs. each 44 - 2 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 99 BF -Ea 2483 Total �-,•,_` 19 T9A 231 lbs. each 44 - 2 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 2 -0 -0 2 -0 -0 106 BF -Ea 2014 Total le 'A_ 17 T9B 213 lbs. each 44 - 2 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 99 BF -Ea 1677 Total 5 V11 35 lbs. each 12 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 17 BF -Ea 87 Total 5 V15 49 lbs. each 16 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 23 BF -Ea 117 Total 1 V19 64 lbs. each 20 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 30 BF -Ea 30 Total 2 V2 41bs. each 2 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 - 0 -0 -0 3 BF -Ea 5 Total 1 V23 79 lbs. each 24 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 - 37 BF -Ea 37 Total a 5 V3 9 lbs. each 4 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 5 BF -Ea 27 Total ® 2 V4 11 lbs. each 4 - 0 - 0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 6 BF -Ea 12 Total ® 5 V7 22 lbs. each 8 - 0 - 0 2X4 /2X4 ROOF TRUSS 4.00 0 -0 -0 0 -0 -0 11 BF -Ea 57 Total AEMBt �T0 C 0WA EAA5 1 Pt. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Phone: (306 ) 667 -6787 (Florida P.E. 21522) RI FEB 14 2005 Job 5A62 Truss CJ14 Truss Type ROOF TRUSS Qty 2 Ply 1 BEAUCHAMP CONST. 0001 Job Reference (optional) BEST TRUSS CO.. MIAMI. FL. BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries. Inc. Mon Feb 1410:26:50 2005 Pace 1 1 -2 -13 1 -2 -13 Plate Offsets (C,Y): 11:0 3 2,0 2 -0), 14:0.4-0,0.3.01, p:0- 4- 0,0.3-0) LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber increase 1.33 Rep Stress Ina NO Code FBC2001/ANSI95 CSI TC 0.52 BC 0.79 WB 0.55 (Maw) DEFL in (loc) 1/defl Ud Vert(LL) 0.14 1 -7 >999 240 Vert(TL) -0.24 6-7 >682 180 Horz(TL) 0.05 6 n/a n/a 2 PLATES GRIP M1120 249/190 Weight 68 Ib LUMBER TOP CHORD 2 X 4 SYP SS BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 SUDER Left 2 X 4 SYP No.3 2 -1-0 REACTIONS (Ib /size) 8=1836/0 - 10-4,1 =950/0 -10-4 Max Horz 1 =547(Ioad case 2) Max UpII t8=- 1284(load case 2), 1=- 512(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -3291, 2- 3= -3251, 3-4 -2745, 4-5=89 BOT CHORD 1 -7 =3164, 8-7 =2182 WEBS 3.7= -591, 4-7 =713, 4-8=- 2462, 5- 8=-527 BRACING TOP CHORD Sheathed or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-3 oc bracing. WEBS 1 Row at mldpt 4-8 NOTES 1) Wind: ASCE 7-98; 146mph; h =27ft; TCDL =5.0psh, BCDL =5.0pst, Category II; Exp C; enclosed;C-C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1284 Ib uplift at joint 6 and 512 Ib uplift at joint 1. 3) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase=1.33 Trapezoidal Loads (pif) Veit 1.-7.6-to-5.-322.0, 1=-1.74o-6=71.8 2) C-C Wind: Lumber Increase=1.33, Plate Increase =1.33 Trapezoidal Loads (plf) Vert 1 =2,1- to-5.294.3,1=- 0.8-to-6= -35.8 Holz: 1.-3.0-to-2=-68.7, 2=-68.74o-5=-330.1 5 -5-0 5 -5 -0 7 -10-1 6-7-4 9 -8 -10 4 -3 -10 14 -3-12 6-5-10 2.83 12 14 -3 -12 4-7 -2 Scale = 1:24. 2x4 I I 5 Job 5A82 Truss CJ14A Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0002 Job Reference (optional) BEST TRUSS CO.. MIAMI. FL.. BEST TRUSS CO. 5.100 s Mar 25 2003 Mi fek Industries. Inc. Mon Feb 1410:28:51 2005 Page 1 4 Plate Offsets (X,Y): [1 032,0 2 0], [5:0 40,0 30],17:0.1- 12,0 -1.81, [8:0-4-0,0 -3-01 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Ina NO Cade FBC2001 /ANSI95 CSI TC 0.88 BC 0.80 WS 0.80 (Matrbr) DEFL m poc) 1/detl Lid Vert(LL) 0.15 1-8 >999 240 Vert(TL) -0.25 7-8 >883 180 Honz(TL) 0.05 7 n/a n/a 3 PLATES M1120 Weight 67 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP SS *Except* 1- 42X4 SYP No2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -1 -2 REACTIONS (ib /size) 7 =1851/0 - 10-4,1=958/0 -10-4 Max Horz 1 =585(Ioad case 2) Max Up11ft7 - 1394(Ioad case 2), 1=- 559(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2= -3325, 2- 3=- 3284, 3.4= -2771, 4.5=- 2829, 5.8=89 BOT CHORD 1- 8=3197, 7- 8=2201 WEBS 3.8=- 599, 5- 8=721, 5-7= -2483, 6-7=-531 BRACING TOP CHORD BOT CHORD WEBS Sheathed or 3-4-0 oc purl ins. Rigid ceiling directly appiled or 3-10-0 oc bracing. 1 Row at midpt 5-7 NOTES 1) Wind: ASCE 7- 98;148mph; h =361h TCDL =5.0ps1, BCDL =5.0psf Category II; Exp C; enclosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1394 lb uplift at joint 7 and 559 Ib uplift at joint 1. 3) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Trapezoidal Loads (p10 Vert 1=-7.8-to-8=-323.3, 1 - 1.7 -to-7 -71.9 2) C-C WInd: Lumber increase=1.33, Plate Increase =1.33 Trapezoidal Loads (pit) Veit 1 =2.3-to- 8=315.7, 1=-0.8 -to-7= -35.9 Horz:1 =3.1 -to-2=- 73.1, 2=- 73.1 -to-8= -351.6 c5 3x4 = 1 -2 -13 I 1 -2 -13 4x9 = 5-5-4 5 -5-4 3x8 7 -10 -7 6-7 -10 9-9 -2 4 -3-14 8 5x8 = 2.83 rl 2 14-4 -7 6-6-0 14-4 -7 4 -7-6 Scale = 1:24. 2x4 I I 6 3x4 = Job 5A82 Truss CJ14B Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0003 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Feb 1410:26:52 2005 Page 1 5 -2 -10 1 9 -3 -14 14-4 -7 1 5-2 -10 4 -1-4 5-0-9 Scale = 1:24.3 2x4 I I 5 5x8 = 3x4 = 4 2.83 12 3 2x4 = � 2 3x4 — 8 3x8 11 3x4 = 5x8 = 3x4 = 1 1-2-13 1 9 14-4 -7 - 3-14 1-2-13 8-1 -1 5-0-9 Plate Offsets (X,Y): 11:0- 0-1,1- 9 - 13],11:0. 411,0-0-11, 14:040,0 -3-0], [7:0 - 3-8,0 -3-4] LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.04 1 -7 >999 240 MII20 249/180 TCDL 15.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.15 1 -7 >703 180 BCLL 0.0 Rep Stress Ina NO JAB 0.40 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrbc) Weight: 67 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except* TOP CHORD Sheathed or 6-0-0 oc purflns. 3-5 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2X4SYPNo.3 WEDGE Left 2 X 4 SYP No.3 REACTIONS (lb/size) 7 =1978/0-10-4, 6=572/0 -10-4,1 =280/0 -10-4 Max Horz 1 =587(load case 2) Max Upllft7 - 1380(load case 2), 6=- 501(Ioad case 2), 1=- 72(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2= -581, 2- 3=273, 3.4=388, 45=98 BOT CHORD 1- 8=549, 7- 8=549, 8- 7=-266 WEBS 2- 7=-844, 4-7=-1415, 46=292, 5-6=-581 NOTES 1) Vdnd: ASCE 7 -98; 148mph; h =38fk TCDL =5.0psf; BCDL =5.0paf, Category II; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1380 Ib uplift at joint 7, 501 Ib uplift at joint 6 and 72 Ib uplift at joint 1. 3) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular•. Lumber Increase=1.33, Plate Increase=1.33 Trapezoidal Loads (pif) Vert 1=-7.6-to-5=-323.3, 1 - 1.7 -to-6= -71.9 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Trapezoidal Loads (plf) Vert 1=2.3-to-5=315.7, 1=-0.8-to-6=-35.9 Harz: 1=-3.1-to-2=-117.9, 2=- 117.9 -to-5= -351.8 • Job 5A82 Truss CJ9 Truss Type ROOF TRUSS Qty 7 Ply 1 BEAUCHAMP CONST. 0004 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:28:54 2005 Page 1 5-10-8 9 -10 -1 I 5-10 -8 3 -11-8 Scale = 1:16.4 3x4 I I 3 4 2.83 Fli 2x4 csi cs 2 u` NM (1' 6. 3x4 = 5 3x8 I I 3x6 = 1 1 -2 -13 1 1 -7 -15 9 -10-1 1 -2 -13 0 -5-2 8-2 -2 I Plate Offsets (X,Y): [1:0-0- 5,Edpel, [1:0 -4- 11,0.0 -11, [5:0- 2- 4,0.1 -8] LOADING (pal) SPACING 2-0-0 CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.04 1 -5 >999 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -021 1-5 >535 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) -0.02 5 n/a rile BCDL 10.0 Code FBC2001 /ANSI95 (Matri() Weight: 40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-3-8 oc purMs, except end verticals. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2 X 4 SYP No.2 *Except' 2- 52X4SYPNo.3 WEDGE Left 2 X 4 SYP No.3 REACTIONS (lb/size) 5.888/Mechanical, 1=435/0-10-4 Max Horz 1 =301 goad case 2) Max Uplift5=- 758(Ioad case 2), 1=- 249(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -1212, 2- 3= -258, 3-4= -14, 3-5=-380 BOT CHORD 1- 5=1157 WEBS 2-5= -1033 NOTES 1) Wind: ASCE 7-98; 148mph; h =38ft TCDL =5.0psf; BCDL=5.Opsf; Category 11; Exp C; enclosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 758 Ib uplift at joint 5 and 249 Ib uplift at joint 1. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Trapezoidal Loads (pit) Vert 1 =7.5- to-3=- 215.3, 3=- 215.3•to -4=- 221.4, 1=- 1.7 -to-5= -492 2) C-C Wnd: Lumber Increase=1.33, Plate Increase=1.33 Trapezoidal Loads (plt) Vert: 1=- 0.5- to-3=223.8, 3=335.94o-4342.5,1=- 0.9- to-5=24.8 Horz: 1=-0.4-to-2=-141.8, 2=- 141.8 -to-3=- 247.7, 3=- 359.8 -to-4= -387.1 Job 5A62 Truss CJ9A Truss Type ROOF TRUSS g Ply 1 BEAUCHAMP CONST. 0005 Job Reference (optional) BEST TRUSS CO., MIAMI, FL.. BEST TRUSS CO. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Feb 1410:26:55 2005 Page 1 7 -3-13 1 9 -10 -1 I I 7 -3-13 2-6-4 Scale = 1:16.4 2x4 H I 3 4 2.83 12 2x4 II 2 a r N 3x4 = 5 3x8 I I 3x6 I I 2x4 I I 1 -2 -13 7 -3-13 9-10 -1 I I I 1 -2 -13 6-1 -0 2-6 Plate Offsets (X,Y): [1:0.0- 5,Edgel, [1:04 11,0-0-11, [2:0.2- 1.0 -1-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.08 1-8 >999 240 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.11 1-8 >752 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Vghb 37 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purifns, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left 2 X 4 SYP No.3 REACTIONS (lb/ size) 5=60/Mechanical, 6=1095/0- 10-4,1 =168/0 -10-4 Max Horz1 =304(load case 2) Max Uplift5=- 115(Ioad case 2), 6 - 848(load case 2), 1=- 42(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2=142, 2- 3=-55, 3. 4=-14, 3.5= -94 BOT CHORD 1- 6=-36, 5.8= -38 WEBS 2- 6=-833 NOTES 1) Wnd: ASCE 7 -98; 148mph; h=38ft; TCDL =5.Opsf, BCDL =5.Opsf•, Category 11; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 Ib uplift at joint 5, 848 Ib uplift at joint 6 and 42 Ib uplift at joint 1. 4) This truss design conforms with Florida Bulding Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Trapezoidal Loads (pH) Vert 1 - 7.5- to-3=215.3, 3=- 215.3- to-4=- 221.4, 1=- 1.7 -to-5= -49.2 2) C-C NMd: Lumber Increase=1.33, Plate Increase=1.33 Trapezoidal Loads (pit) Vert 1.-0.5-to-3=223.8, 3= 335.9 -to- 4=342.5,1=- 0.9- to-5=24.6 Horz: 1=-0.44o-2=- 187.5, 2=- 187.5- to-3=- 247.7, 3=- 359.8 -to-4= -367.1 Job 5A82 Truss GR1 Truss Type ROOF TRUSS 6' Ply �s 3 BEAUCHAMP CONST. 0006 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Wed Mar 0214:16:51 2005 Page 1 -1 -0 -0 46-1 -8 -0 1 1 4-5-1 7 -0-0 12 -0-2 17-0-4 21 -0 -10 25-1 -0 31 -1 -12 34-10-10 38 -7 -9 44-2-8 4 2 i� I I 1 I I I I I I I I le =1:88.; 0 -11 -0 4-5 -1 2-6 -15 5-0 -2 5-0 -2 4-0-6 4-0-6 6-0-12 3-8-14 3-8-14 5 -6-15 1- 1-0-0 0-11-0 6x10 M1116= 5x8 7-7 3x4 4.00 12 4x9 5x8 = 11 �� 4x9 4 2x4 I 1 5x8 WB= 2x4 I I _ 44 ' 5 6 7 8 9 10 \� 13 -� . .• 11110111A"1-$1,4w 14 /r. \`I m - �.I � �I`�..� �• 15 17 uq ./.-A. ��At ILI) ]7 d d = 5x12 = . °. d o 28 27 26 25 24 23 22 21 20 19 18 4x12 = 2x4 I 1 4x9 = 8x14 = 2 x 4 I I 4x9 = 2x4 II 7x14 = 4x9 = 2x4 II 7x12 WB= 4-5-1 7 -0-0 12-0 -2 17 -0-4 21 -0-10 25-1 -0 31 -1 -12 10 -10 38-7 -9 44-2-8 1 34 I 1 I 1 I 1 1 1 I 4 -5 -1 2-6-15 5 -0-2 5-0-2 4-0-6 4 -0-6 6-0-12 3-8 -14 3-8-14 5 -6-15 Plate Offsets (X,Y): [3:0-4- 12,0 -2-81, [5:0 -7- 12,0- 2 -12], [10:0- 5- 4,0 -3.0], [15:0 - 5-0,0.2 -01 [19:0- 3- 8,0 -2-0], [21:0 -6. 8,0-4 -81, [24:0.6- 0,Edge1, [26:0-5-0,Edgel, [27:0- 3- 8,0 -2 -0] LOADING (psf) SPACING 2-0-0 CSI DEFL M pox) I/dell Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.85 Vert(LL) 1.71 23-25 >320 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.83 Vert(TL) - 1.95 2325 >281 180 M1116 174/128 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.39 16 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 956 lb LUMBER BRACING TOP CHORD 2 X 6 SYP SS *Except* TOP CHORD Sheathed or 4-7-5 oc puffins. 5-7 2 X 4 SYP SS, 10-11 2 X 4 SYP No.2, 11 -13 2 X 4 SYP No.2, 7 -10 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 7 -3-10 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except' 8-25 2 X 8 SYP No.2, 10-21 2 X 4 SYP No.2 LBR SCAB 1 -5 2 X 6 SYP X SS one side 13-17 2.X 8 SYP X SS one side \ REACTIONS pb /size) 2 =5365/0-7 -4, 16=3827/0 -7-4 Max Horz2 =7(load case 2) Max Uplift2=- 3741(load case 2), 16=- 2549(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=-0, 2-3=-1643, 3.4- 19537, 4-5=-18184, 5-6=- 23482, 6-7=- 23476, 7-8=- 23478, 8-9=- 25915, 9.10=- 25915,10 -11 =10558,11 -12=- 10538, 12- 13-11374,13-14=- 11428, 14.15=- 13486, 15-16=-1171, 16-17=0 BOT CHORD 3-28 =18878, 27- 28=18678, 26.27= 17383, 25-28= 27853, 24- 25=27853, 23-24=27853, 22- 23=23449, 21- 22=23455, 20-21= 10693, 19- 28=10693, 18- 19=12881,15. 18=12881 WEBS 4.26=332, 4-27=-1589, 5-27 =2031, 5-26-1674, 6.28=- 757, 8.26 =- 4811, 8- 25=2350, 8-23=-2228, 9-23= -230, 10-23=2834, 10-22=-101, 10-21=- 14412,11 -21 =6083,12 -21=- 937,12 -1 , 14-18=-2408, 14-18=489 NOTES (10) 1) 3-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X B - 2 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 -1 row at 09-0 oc, 2 X 6 - 2 rows at 09-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7- 98 :146mph; h =278 TCDL =5.Opst BCDL =5.Opsf•, Category 11; Exp C; enciosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MI120 plates unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3741 lb uplift at joint 2 and 2549113 uplift at joint 16. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 2, 16. 8) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 9) Special hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 705.81b down and 524.9Ib up at 7-0-0, and 2095.0lb down and 1449.91b up at 17-0 -4 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 10) Attach to one side of the top chord a scab from joint 1 to 5 and joint 13 to 15 of equal grade and size as that top chord. Use 10d nails staggered and spaced at 3" o.c. one side. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 2-3=- 110.0, 3-5=-90.0, 5-8=- 202.5, 8- 1 90.0,10-11- 90.0,11 -15= -90.0, 15-16=-11A0, 3-27=-20.0, 25-27= -45.0, 15-25=-20.0 Concentrated Loads (lb) REMBERTO CONTRERAS, P.E. Vert: 2berInc825=2095.0 Consulting C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 9 Engineer er Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 / Continued on page 2 Phone: (305) 887 -87' _ _ _ _ „ ;; ,; , orida P.E. 21522) Job 5A62 Truss GR1 Truss Type ROOF TRUSS QtY 1 3 BEAUCHAMP CONST. 0006 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Wed Mar 02 14:16:52 2005 Page 2 LOAD CASE(S) Uniform Loads (plf) Vert: 2- 3 3-5=77.2, 5- 8=207.1, 8-10 =88.1, 10-11 =77.2,11 -15 =77.2, 15-18 =67.2, 3-27=10.0, 25-27=-22.5, 15-25 —10.0 Horz: 2-5=- 87.2,10 -11=- 87.2,11- 18=872 Drag: 5- 8 =-2.2, 9- 10=0.1 Concentrated Loads (lb) Vert 27 =524.9 25=1449.9 3) 1st unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 2- 3=- 110.0, 3-5=-90.0, 5-E-202.5, 8-10= 90.0,10 -11 =90.0, 11- 15= -30.0, 15 -16=- 50.0, 3-27=-20.0, 25- 27=- 45.0,15.25 -20.0 Concentrated Loads (lb) Vert: 27 -705.8 2522095.0 4) 2nd unbalanced Regular Lumber Increase =1.33, Platelncrease = 1.33 Uniform Loads (pit) Vert 2-3=- 50.0, 3-5=-30.0, 58- 142.5, 8.10=- 30.0,10- 11230.0, 11-15=-90.0, 15.18=- 110.0, 3-27=-20.0, 25-27=-45.0, 15-25=-20.0 Concentrated Loads (lb) Vert 27=-705.8 25=-2095.0 2 2005 REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) MAR 0 Job 5A62 Truss GR2 Truss Type ROOF TRUSS g - Ply 2 BEAUCHAMP CONST. 0007 Job Reference (optional) BEST TRUSS CO., MIAMI, FL.. BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:26:58 2005 Page 1 7 -2 -13 I 12 -7-8 1 18-3 -0 24 -4-12 - 44-2 28-8 -7 32 -10 -5 -2 -0 -0 1 1 1 1 39 1 1 3 7 7 -2 -13 5-4-11 5 -7-8 6 -1 -12 4 -3-11 4 -1 -15 4 -3-11 2-8-15 4 -5-1 Scale = 1:76.8 4.00171/ 5x8 = 3 2x4 11 4x9 �� 8x10 = 6x10 MII16= 4x9 = 2xq 11 7x12 = 2 � q 5 6 7 8 9 4x9 Lr n 1 �I • M � I� it 1. 1�, 11 N ,... � !� Imo\ \_ . 1 4x9 % 4x9 22 21 20 19 18 17 16 15 14 13 12 2x4 II 7x16 = 2x4 1.1 6x10 = 2x4 II 4x9 = 4x9 = 2x4 II 6x10 MI116= 6x10 MI116= OT11T0 7 -2 -13 1 12 -7-8 18-3 -0 24-4-12 28-8-7 32 -10 -5 37 -2 -0 -15 43-3 -0 411 -2TO 1 39-8 1 1 1 1 0 -11-0 6 -3-13 5 -4-11 5 -7-8 6 -1 -12 4-3-11 4-1 -15 4 -3-11 2-6-15 3-6 -1 0 -11-0 Plate Offsets (X,Y): [4:0-5- 12,Edge1,18:0-5- O,Edge], (9:0- 8- 4,0441, [13:0 -3-8 0-2-0] [14:0-4-0 0 -2-01, [17:0 -5.0 0.3-4] [18:0- 5-0 ,Edge] [21:0.7 -12 0-4-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdee Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 1.89 17 -19 >297 240 M1120 249/190 TCDL 15.0 Lumber increase 1.33 BC 0.88 Vert(TL) - 1.81 17 -19 >278 180 MI116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.27 11 n/a rife BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 560 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 'Except* TOP CHORD Sheathed or 3.1 -5 oc purlins. 4-8 2 X 6 SYP SS, 8.9 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 4-2 -1 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 1 Row at midpt 4-20 WEBS 2 X 4 SYP No.3 'Except* 4-202X4 SYP No.2,5.172X6 SYP No.2 REACTIONS (lb /size) 1 =3881/0 - 7-4,11 =5029/0 -7-4 Max Harz 1 =1(load case 2) Max Upiittl - 2665(load case 2),11=- 38180oad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -9493, 2- 3=- 9303, 3.4=- 9290, 4-5=-25005, 5-6=-25005, 8-7=-25005, 7-8=-18528, 8-9=- 18529, 9- 10=13431,1011 =11966 BOT CHORD 1- 22=8791, 21- 22=8791, 20-21=8791,19- 20=20929, 18. 19=20927,17- 18=20927, 18.17= 22763,15.16 =22783,14-15=22783,13 - 14=12827, 12- 13=10981, 11- 12=10981 WEBS 2- 22= -15, 2- 20=13, 3- 20=5081, 4-20=- 13017, 4-19=-22, 4-17=4330, 5-17=-638, 7 -17 =2518, 7- 16=242, 7 -14=- 4792, 8-14= -641, 9- 14=8400, 9. 13=378,10-13=2027, 10-12= -458 NOTES 1) 2 -ply truss to be connected together with 10d Common(.1485:3`) Nags as follows: Top chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-8.0 oc. Webs connected as follows: 2 X 4 -1 row at 09-0 oc, 2 X 6 - 2 rows at 0.9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wnd: ASCE 7- 98;148mph; h =36ft; TCDL =5.0psf, BCDL=5.0psf, Category II; Exp C; enciosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MI120 plates unless otherwise indicated. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2885 Ib uplift at joint 1 and 3816 Ib uplift at joint 11. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 8) Special hanger(s) or other connection device(s) shall be provided sufdent to support concentrated load(s) 705.81b down and 566.91b up at 37 -2 -0, and 1858.Olb down and 1385.2Ib up at 24-4-12 on bottom chord. The design/selection of such special connection device(s) Is the responsibility of others. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-3=-90.0, 3-4=-90.0, 4-5= -90.0, 5-9=-188.9, 9-11=-90.0, 1-17=-20.0, 13.17= -42.0, 11-13=-20.0 Concentrated Loads (!b) Vert: 17=- 1858.013 -705.8 2) C-C Wnd: Lumber Increase=1.33, Plate lncrease=1.33 Uniform Loads (plt) Vert 1-3=82.6, 34=82.6, 45=92.0, 5-9= 205.6, 9- 11=82.6,1 -17=- 10.0,13 -17 =21.0,11 -13 -10.0 Horz: 1-3=-92.6, 3- 4=92.8, 9- 11=92.8 Drag: 4-5=-0.1, 8 -9=0.3 Concentrated Loads (Ib) Vert 17 =1385213=588.9 3)1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-3=-90.0, 3-4= -30.0, 4-5=- 30.0, 5-9=-128.9, 9-11=- 30.0,1-17=-20.0, 13-17=-42.0, 11 - 13= - 20.0 Continued on page 2 Job 5A82 Truss GR2 Truss Type ROOF TRUSS Oh 1 Ply 2 BEAUCHAMP CONST. 0007 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:28:59 2005 Page 2 LOAD CASE(S) Concentrated Loads (Ib) Vert 17.- 1858.013= -705.8 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pti) Vert 1 -3=- 30.0, 3.4=- 90.0, 4-5 -90.0, 5.9=- 188.9, 9-11 -90.0, 1 -17=- 20.0,13.17=- 42.0,11 -13= -20.0 Concentrated Loads (lb) Vert 17=- 1858.013= -705.8 Job 5A82 Truss GR3 Truss Type MONO TRUSS 6 Ply 1 BEAUCHAMP CONST. 0008 Job Reference (optional) BEST TRUSS CO.. MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:00 2005 Page 1 2 -11 -12 6-0-4 I I 1 2 -11 -12 3-0-8 2x4 11 Scale = 1:14.2 4 4.00 FIT 3x8 3 n 2 1 I�� 4x9 = 3x4 111111111 � 6 5 3x8 1 1 3x4 = 4x9 = 2 -11 -12 6-0-4 1 1 1 2 -11 -12 3-0-8 Plate Offsets (X,Y): [1:0 -1 -1,0 -2-01, [6:0412,0.1 -8] LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) 1/dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.04 5-6 >999 240 MI120 249/190 TCDL 15.0 Lumber increase 1.33 BC 0.72 Vert(TL) -0.04 5-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 35 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-8-8 oc purtins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 4-5 2 X 6 SYP No.2 SUDER Left 2 X 4 SYP No.3 1-6-0 REACTIONS pb /slze) 1 =185[0.8-0, 5=1858/Mechanical Max Horz 1 =221 goad case 2) Max Uplift1=- 1256(load case 2), 5=1344(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2424, 2- 3= -2358, 34=43, 4-5=-161 BOT CHORD 1- 6=2141, 5- 8=2141 WEBS 38=1780, 3-5=-2341 NOTES 1) Wnd: ASCE 7- 98;148mph; h =38ft; TCDL =5.0psf, BCDL =5.0psl Category II; Exp C; enclosed;C-C Interior zone; cantilever Jett and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1256 lb uplift at joint 1 and 1344 Ib uplift at joint 5. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 5) Girder carries tie-in span(s): 23-5-0 from 0-0-0 to 6-1-0 LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1- 5=- 590.6, 1-4=-90.0 2) C-C Wind: Lumber Increase =1.33. Plateincrease=1.33 Uniform Loads (plf) Vert:1- 5=385.0,191.2 Horz: 1-4=-101.2 Job 5A62 Truss H1 Truss Type ROOF TRUSS g Ply 1 BEAUCHAMP CONST. 0009 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Wed Mar 0214:13:48 2005 Page 1 27 -1-8 I 4-7-14 I 10-1-0 14 -2-8 19 -7 -10 25-2-8 ?6-2-1 I I I 4-7 -14 5-5-2 4-1-8 5 -5 -2 5 -6-14 1-0 -0 Scale: 1/4 " =1' 0 -11-0 4x9 = 4x9 = 4.00 Fl 4 5 5x8 u 3x4 3 '� u: c ' \\ d : 1 i 0 w �� 7 2x4 = s- Cs1 BIM d I d I d 3x6 : 1 4x9 = 13 12 11 10 9 3x10 = 2x4 11 3x4 = 3x4 = 2x4 I I 3x4 = 4-7 -14 10-1-0 14-2 -8 19 -7 -10 25-2 -8 I I I i I I 4-7 -14 5-5-2 4-1-8 5-5 -2 5 -6-14 Plate Offsets (X,Y): 11:0 -0- 7,0-1- 12],[6:0-4- 0,0 -3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.38 7 -9 >820 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.80 Vert(TL) -0.57 9-10 >545 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 128 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-4-15 oc puffins. BOT CHORD 2 X 4 SYP No.2 `Except* BOT CHORD Rigid ceiling directly applied or 4-1 -2 oc bracing. 7 -11 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP Not LBR SCAB 6-8 2 X 4 SYP X No.2 one side SLIDER Left 2 X 4 SYP No.3 2-4-11 \ REACTIONS (Ib /size) 1 =1425/Mechanical, 8=142510 -7-4 Max Horz 1= 18(load case 2) Max UptIft1 =890( oad case 2), 8=- 888(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -3174, 2- 3= -3090, 3-4=- 2649, 4-5=- 2479, 5-6=- 2884, 8.7= -4032, 7-8=-397 BOT CHORD 1- 13=2876, 12- 13=2876,11 -12= 2479,10-11 =2479, 9- 10=3797, 7- 9=3804 WEBS 3-13=37, 3-12= -432, 4-12=304, 5- 1 0 - -484, 6.10 - 1415, 8 -9=237 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-98; 146mph; h =27ft; TCDL =5.0psf; BCDL =5.0psf Category 11; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890 Ib uplift at joint 1 and 888 Ib uplift at Joint 8. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 8) For the scab . Use 10d nails staggered and spaced at 3" o.c. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (Of) Vert 1- 4= -90.0, 4-5=-90.0, 5-7=-90.0, 7-8= 110.0, 1-7=-20.0 . 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-4=77.2, 4-5= 86.1, 5-7 =77.2, 7-8 =67.2, 1-7=-10.0 Horz: 1-4=- 87.2, 5-8=87.2 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plfl Vert 1-4=-90.0, 45 =90.0, 5-7= 30.0, 7-8= -50.0, 1-7=-20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-4= -30.0, 4-5=-90.0, 5-7=-90.0, 7- X110.0, 1-7=-20.0 REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Phnna• Miami, FL 33172 / /zni;t aa7_a7a2 ___^ (Florida P.E. 215 MAR 02 • Job 5A62 BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 0111/0 7 -10 -14 0-11 -0 6 -11 -14 LOADING (list) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss H10 Truss Type ROOF TRUSS 7 -10 -14 15-0 -0 22 -1-0 29-2 -0 36-3 -2 44 -2 -0 7 -10 -14 7 -1 -2 7 -1 -0 7 -1 -0 7 -1 -2 7 -10 -14 4.00F1/ 8x15 M1116= 15-0-0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 7 -1 -2 7 -1-0 CSI TC 0.82 BC 0.59 VVB 0.81 (Matrix) Qty 1 Ply 1 2x4 I I 4x9 = 8x15 MII18= 6 7 8 BEAUCHAMP CONST. Job Reference (optional) 0010 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 14 10:27:03 2005 Page 1 20 19 18 17 16 15 14 13 2x4 II 5x8 WB= 3x4 = 3x8 = 3x4 = 5x8 WB= 2x4 II 4x9 = 22 -1-0 • 29 -2-0 36-3 -2 7 -1-0 7 -1 -2 DEFL In (lac) Udell Ud Vert(LL) 0.82 18 >638 240 Vert(TL) - 0.9418.18 >559 180 Horz(TL) 0.30 12 n/a n/a 11 43-3-0 4f1-2r0 6 -11 -14 0-11-0 Scale = 1:77.3 12 Plate Offsets (X,Y): 11:0 - 0.7,0 -2-01 [5:0.9. 12,0.1 -121, I7:0- 4- 8,Edge], [8:0 -9- 12,0.1 -12], [12:0 -0- 7,04-01, [17:0-4- 8,Edge], 119:04- 0,Edge] PLATES GRIP M1120 249/190 MI116 174/128 Weight: 2191b LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 2-5-2 oc puffins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3.3-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-18,10 -15 SLIDER Left 2 X 4 SYP No.3 3-7 -15, Right 2 X 4 SYP No.3 3-7 -15 REACTIONS (Ib/size) 1 =2398/0 -7-4, 12=2398/0 -7-4 Max Uplift1=- 1847(load case 2),12=1847(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2= -8185, 2- 3= -8073, 3-4=-5072, 4-5= -4977, 5 8^ 5257, 8.7 =5258, 7- 8=- 5257, 8-9=- 4977, 9-10=- 5072,10 -11=- 8073,11 -12= -8185 BOT CHORD 1- 20=5781, 19- 20= 5781,18.19= 5781,17- 18=4738,18. 17=4738,15- 18=4738, 14- 15=5782, 13-14=5782, 12- 13=5782 WEBS 3-20=143, 3-18=- 1109, 5.18=537, 5- 18=838, 8.18=- 811, 8- 18=839, 8. 15=538, 10- 15=1110, 10-13=143 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) VVInd: ASCE 7 -98; 148mph; h =38ft; TCDL =5.0psf; BCDL=5.0pst Category II; Exp C; enciosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise Indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1847 Ib uplift at joint 1 and 1847 Ib uplift at joint 12. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33; Plate Increase=1.33 Uniform Loads (p11) Vert 1- 5=90.0, 5-8=-90.0, 8-12=-90.0, 1-12=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate increase=1.33 Uniform Loads (pifl Vert 1-5=82.8, 5- 8=92.0, 8- 12=82.8, 1- 12= -10.0 Harz: 1-5=-92.8, 8- 12=92.8 Drag: 5.8= -0.1, 7-8=0.1 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (Of) Vert 1- 5=- 90.0, 5-8=-90.0, 8-12=-30.0, 1-12=-20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1- 5=30.0.5- 90.0.8 -12=- 90.0,1- 12=20.0 Job 5A62 Truss H11 Truss Type ROOF TRUSS - Ply 1 BEAUCHAMP CONST. 0011 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 M(Tek Industries, Inc. Mon Feb 14 10:27:05 2005 Page 1 6-2-8 . -7-4 17-0 -0 � 22 -1 -0 27 -2 -0 32 -6 -12 37 -11 -8 44 -2 -0 � � � � 6-2-8 5-4 -12 5-4-12 5-1 -0 5 -1 -0 5-4-12 5-4-12 6-2 -8 Scale = 1:77.3 4.00 rfl 5x8 = 3x8 = 5x8 = 5x8 5 6 7 5x8 N 2x4 ! .8 2x4 * u: r' 3 9 2 10 74 17, d 1 4x12 = 18 17 16 15 14 13 12 4x12 = 3x8 = 4x12 % 4x12 3x8 = 4x9 = 3x8 = 5x8 = 3x8 = 4x9 = 3x4 = 3x4 = 0 8-10-14 17-0-0 22 -1-0 27-2-0 35 -3-2 43-3 -0 4f-2 I 0 -11 -0 7 -11 -14 8-1 -2 5 -1 -0 5 -1-0 8 -1 -2 7 -11 -14 0 -11 -0 Plate Offsets (X,Y): [1:0 -0-7,0 -2-01, [4:0-4-0,0 -3 0], [5:0- 4-0,0 -2-3], 17:0.4 - 0,0.2 -31, [8:0-4.0,0 -3-0I, (11:04)- 7,0 -2 -01, [15:0 - 4-0,0.3-01, [17:0-4-8,Edgel LOADING (pst) SPACING. 2-0-0 CSI DEFL In (toe) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.99 Vert(LL) 0.81 15 >643 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.93 15 >559 180 BCLL 0.0 Rep Stress Inc* YES WB 0.83 Horz(TL) 0.29 11 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 231 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 2 -1 -9 oc puffins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3-3.11 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -9-0, Right 2 X 4 SYP No.3 2 -9-0 REACTIONS (Ib /size) 1 =2396/0. 7-4,11 =2396/0.7 -4 Max UpUft1 =1629(load case 2), 11 - 1629poad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -6266, 2- 3=- 6162, 3-4=- 5849, 4- 5= -4679, 5-6=-4389, 6- 7= -4389, 7-8= -4 679, 8.9 -5849, 9-10=- 6162,10-11= -6268 BOT CHORD 1- 18=5848, 17- 18=5188, 16-17 =5188,15.16 =4603,14.15=4803,13-14=5186,12 - 13=5186,11- 12=5848 WEBS 318= - 449, 4-18= 518, 4.15=-1006, 5- 16=980, 8.16= -327, 8-15=60, 6.14 -327, 7 -14 =980, 8-14=-1006, 8- 12=518, 9-12=-449 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-98; 148mph; h =38ft; TCDL =5.0psf; BCDL =5.0psf Category II; Exp C; enclosed;C -C interior zone; cantilever (eft and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1629 Ib uplift at joint 1 and 1629 Ib uplift at joint 11. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert 1-5=-90.0, 5-7=-90.0, 7-11=-90.0, 1 -11= -20.0 2) C-C Wnd: Lumber Increase =1.33. Plate Increase =1.33 Uniform Loads (p Vert 1- 5=82.6, 5- 7=92.0, 7- 11=82.6,1 -11 -10.0 Herz: 1 7- 11=92.6 Drag: 541= -0.1, 6 -7=0.1 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1- 5=- 90.0, 5-7=-90.0, 7-11=-30.0, 1-11=-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1 -5 -30.0, 5-7=-90.0, 7 -11= -90.0, 1-11=-20.0 Job 5A62 Truss H12 Truss Type ROOF TRUSS g Ply 1 BEAUCHAMP CONST. • 0012 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:06 2005 Page 1 6 -10-8 12 -11-4 19-0 -0 25 -2 -0 31 -2 -12 37 -3-8 I 44-2 -0 I 1 I 1 1 6-10 -8 6-0 -12 6-0-12 6-2-0 6-0-12 6-0-12 6-10 -8 Scale = 1:77.3 4.00171/ 5x8 = 5x8 = 3x4 6 7 3x4 4x9 '= 4x9 2x4 8 9 2x4 -, u: 2 1 1 10 11 ci _....-. -- ''.*-'" .. A _ 12 co cS - . 3x6 3x 6 :-1: d 4x12 = 19 18 17 16 15 14 13 4x12 = 3x6 ' 3x8 3x4 =4x9 = 3x8 = 3x4 = 4x9 = 3x4 = 3x8 = 4x9 = 3x8 = Oft 1T0 9 -10 -14 19-0-0 25-2-0 34-3-2 I 43-3 -0 414 2 - I I I 0-11 -0 8 -11 -14 9 -1 -2 6-2-0 9-1 -2 8 -11 -14 0-11-0 Plate Offsets (X,Y): [1:0- 0- 7,0.2 -01, [6:0. 5-0,0.2 -8), [7:0.5.4,0 -2-8), [12:0 -0- 7,0.2.0), 116:0.4- 8,Edpel, [18:0-4- 8,Edge) LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.99 Vert(LL) 0.78 15 >892 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 1.00 Vert( L) -0.97 17 -19 >540 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.30 12 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 222 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed. 4-6 2 X 4 SYP SS, 7 -9 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3-3-14 oc bracing. BOT CHORD 2 X 4 SYP SS 'Except* WEBS 1 Row at mklpt 5-17, 7 -17, 8-15 16-18 2 X 4 SYP No2 WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-1-4, Right 2 X 4 SYP No.3 3-1-4 REACTIONS (ib/size) 1 =2396107. 4,12=23950 -7-4 Max Uplift1 - 1810(load case 2),12=- 1810fload case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -6231, 2- 3= -8127, 3.4=- 5733, 4- 5= -5573, 5-6.-4366, 8.7=- 4077, 7- 6=-4364, 8-9=- 5573, 9-10=- 5732,10-11= -6128, 11- 12= -8230 BOT CHORD 1- 19=5813,18-19=5000, 17 -18= 5000,18- 17=4075,1518=4075,14 - 15=5000, 13- 14=5000, 12- 13=5812 WEBS 3.19=-556, 5-19=630, 5-17=-1149, 6-17=806, 7 -17 =2, 7- 15=807, 8.15 .-1151, 8- 13=629, 10-13= -555 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph; h =36fh TCDL =5.0ps1 BCDL =5.0psf Category II; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1610 Ib uplift at joint 1 and 1610 lb uplift at joint 12. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate increase=1.33 Uni uwirr Loads (pit) Vert: 1-6=-90.0, 6-7= -90.0, 7- 12=- 90.0,1 -12 -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p1) Vert 1- 8=82.6, 6-7 =92.0, 7-12=82.6, 1-12=-10.0 Horz:1 -8= -92.8, 7- 12=92.6 3) 1st unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pit) Vert 1.8= -90.0, 6-7= -90.0, 7-12.-30.0, 1-12=-20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1- 6=40.0, 67= -90.0, 7- 12= -90.0, 1- 12= -20.0 .� , Job 5A62 Truss H13 Truss Type ROOF TRUSS €_ , Ply 1 BEAUCHAMP CONST. 0013 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. , 7-6-8 , 14-3 -4 21 -0 -0 5.100 s Mar 25 2003 Mfrek Industries, Inc. Mon Feb 1410:27:08 2005 Page 1 ,23 -2 -0, 29 -10-12 , 36-7 -8 , 44-2-0 I 7-6-8 4x12 = 3x6 3x8 = 3x6 0T1 1T0 7-6-8 0-11-0 8-7-8 Plate Offsets (X,Y): 11:0.0- 7,0 -2-0), 16:0 -3- 4,0.2 -81, 17:0 -3-4,0 -2-81, 112:0.47,0 -2-0), [18:0.3.8,Edge1,120:030,Edgel LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber increase 1.33 Rep Stress incr YES Code FBC2001 /ANSI95 CSI TC 0.89 BC 0.61 WB 0.91 (Matrbc) DEFL In (loc) Vdefl L/d Vert(LL) 0.71 17 >741 240 Vert(TL) -0.8815.16 >608 180 Horz(TL) 0.30 12 n/a n/a 3 PLATES GRIP M1120 249/190 Weight 230 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS 'Except* TOP CHORD Sheathed or 2-5-15 oc purtins. 6-7 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3413 oc bracing. BOT CHORD 2 X 4 SYP SS WEBS 1 Row at r idpt 5-17, 8.16 WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-5-10, Right 2 X 4 SYP No.3 3-5-10 REACTIONS (Ib/size) 1 =239610.7- 4,12=2396/0.7.4 Max Uptif1 =1591(load case 2),12=- 1591(load case 2) FORCES (ib) - First Load Case Only TOP CHORD 1 -2= -8208, 2- 3= -8097, 3-4=-5194, 4.5= -5086, 5-6= -4028, 6.7 -3741, 7- 8= -4028, 8-9=-5086, 9.10=- 5194,10.11=- 8097,11 -12= -6208 BOT CHORD 1 -21 =5784, 20.21 =5784, 19. 20=5784, 18- 19=4843,17- 18=4843,18.17 =3741, 15-16=4843, 14-15=5784, 13-14=5784, 12- 13=5784 WEBS 3-21 =130, 3-19 -1006, 5-19=501, 5-17=- 1385, 8.17 =885, 7- 18=865, 8-16=-1365, 8. 15=501, 10-15=-1008, 10-13=130 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98; 148mph; h =36ft; TCDL =5.0psf•, BCDL =5.0psI, Category II; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1591 Ib uplift at Joint 1 and 1591 Ib uplift at Joint 12. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Incresse=1.33, Plate Increase=1.33 Uniform Loads (pt) Vert 1-6.-90.0, 8-7=-90.0, 7 -12=- 90.0,1 -12= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 8=82.6, 6-7=92.0, 7- 12=82.6,1 -12= -10.0 Horz: 1-6=- 92.8, 7- 12=92.6 3)1 st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p10 Vert 1-8= -90.0, 6-7=-90.0, 7-12=40.0, 1-12=-20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 6=40.0, 6-7=-90.0, 7- 12=90.0,1- 12 -20.0 8-8-12 14-3-4 6-8-12 4.00 12 21 20 19 2x4 II 5x8 WB= 3x4 = 6-8-12 2 -2-0 5x6 = 5x6 = 6 7 6-8-12 6-8-12 18 17 16 3x4 = 3x4 = 4x7 = 3x4 4x7 15 14 3x4 = 5x6 WB= 3x4 13 2x4 I I 7-6-8 11 3x6 " 4x12 = 3x8 C 3x8 = 21 -0-0 23-2-0 36-7 -8 43-3-0 4f-2 6-8-12 2 -2-0 6-8-12 6-8-12 6-7-8 0-11-0 Scale = 1:77. w I� a Job 5A82 Truss I-114 Truss Type ROOF TRUSS Qty 1 ply 1 BEAUCHAMP CONST. 0014 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 14 10:27:09 2005 Page 1 410-14 9-0 -0 14 -5-8 19 -11 -0 25-4 -8 1 29 -5 -10 � 34-4 -8 I 1 1 1 I 4 -10-14 4-1 -2 5 -5-8 5-5-8 5 -5 -8 4-1 -2 4-10-14 Scale = 1:59.8 3x4 = 4.00 12 4x8 3x4 = 3x4 = 4x9 = 4 5 6 7 8 ( 2x4 - - 2x4 9 3 10 u cN el 2 in 1 / iirw et —� iii . ii 11 in � N I� cc 3x8 = 16 15 14 13 12 3x8 = 3x6 = 3x8 3x8 = 4x9 = 3x4 = 4x9 = 3x8 = 3x8 3x8 = 9-11-10 9-0-0 17 -2-4 25-4-8 33-5-8 34'48 0 -11-0 8-1-0 8-2-4 8-2-4 8 -1-0 0-11-0 Plate Offsets (X Y): [1:0.1 - 9,0.1 -81, [4:0- 5-4,0.2 -4], [8:0- 5- 4,0.2 -41, [11:0 -1- 9,0.1.8], [15:0.4- 8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL In (lac) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) 0.71 14 >571 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.97 Vert(TL) - 0.7912 -14 >513 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 021 11 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matri() Weight 180 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 2-8-0 oc pudins. BOT CHORD 2 X 4 SYP SS 'Except* BOT CHORD Rigid ceiling directly applied or 3-2-8 oc bracing. 13.152X4 SYP No2 WEBS 2X4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-0-7, Right 2 X 4 SYP No.3 2-0-7 REACTIONS (Ib/size) 1 =1857/0 -7 -4,11=1857/0 -7-4 Max UpIif1=- 1325(load case 2),11 =1325(load case 2) FORCES (ib) - First Load Case Only TOP CHORD 1 -2= -4712, 2- 3= -4820, 3-4= -4299, 4-5 -4087, 54=-4087, 8.7=- 5141, 7- 8= -4088, 8-99= -4299, 9-10=- 4820,10.11= -4712 BOT CHORD 1- 18=4383,15- 18=5071, 14-15=5071, 13-14=5072, 12- 13=5072,11- 12=4383 WEBS 3.18= -357, 416=858, 8.18=- 1133, 8. 14=105, 7- 14=104, 7 -12=- 1134, 8- 12=858, 9-12= -357 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7 -98; 148mph; h =38ft; TCDL =5.0pst, BCDL =5.Opsf, Category 11; Exp C; endosed;C-C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13251b uplift at joint 1 and 1325 lb uplift at joint 11. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit Vert 1-4=-90.0, 4-8= -90.0, 8-11=-90.0, 1-11=-20.0 2) C-C Wnd: Lumber Inc rease=1.33, Plate lncrease=1.33 Uniform Loads (pl0 Vert 1-4=83.9, 4-8=93.4, 8- 11=83.9, 1- 11= -10.0 Horz: 1-4=-93.9, 8- 11=93.9 Drag: 4-5= -0.1, 7 -8=0.1 3) 1 st unbalanced Regular. Lumber Increase=1.33. Plate Increase =1.33 Uniform Loads (pit) Vert 1- 4= -90.0, 4-8=-90.0, 8-11=- 30.0,1 -11 -20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-4=-30.0, 4.8=- 90.0, 8.11=- 90.0,1 -11= -20.0 Job 5A82 Truss H14A Truss Type ROOF TRUSS - Ply 1 BEAUCHAMP CONST. 0015 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:10 2005 Page 1 4-2-4 8 -1-0 12 -9 -9 17-6 -2 . 24 -5-8 6 -14 I 33-5-8 1 1 26 1 1 1 1 4 -2-4 3 -10-12 4-8-9 4-8 -9 6 -11-6 2 -1-6 6 -10 -10 Scale = 1:58.2 4.00 12 4x9 — 3x4 = 2x4 II 3x4 = 4x9 = 4 5 6 7 8 2x41I 2x4 � � _ mil 8 u; 3 `� in v c gl :. ._ 3x8= a 3x6 II 15 14 13 12 11 3x4 � 5x12 = 3x4 = 5x8 = 3x4 = 3x4 = 3x8 I I 7 -10 -2 8 - 17-6 -2 26 -8-14 1 32 6-8 13-5-P I 1 7 -10 -2 0 -2 -14 9-5-2 9-0 -12 5 -11 -10 0 -11-0 Plate Offsets (X,Y): [1:0.2- 12,0.3-71, [4:0- 4-8,0 -1 -121, [810-1 -8,0 -1 -121, [10:O-04,Edge), [10:0 -1- 14,0 -0.21, [13:0 - 4-0,0 -2 -121, [15:0 - 8.0,0.2 -121 LOADING (psf) SPACING 2-0-0 CSI DEFL In (Icc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Vert(LL) 0.1010 -11 >794 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.78 Vert(TL) -0.12 13-15 >984 180 BCLL 0.0 Rep Stress Inc- YES WB 0.27 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Cade FBC2001 /ANSI95 (Matrix) V1eight 157 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 8-0-0 oc purllns. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceNng directly applied or 10-0-0 oc bracing, Except WEBS 2 X 4 SYP No.3 'Except* 8-0.0 co bracing: 10.11. 4-15 2 X 8 SYP Not WEDGE Right 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -1-5 REACTIONS (Ib /size) 1 =338/0 -7 -4,15= 1071 /0.7- 4,13=1023/0.7- 4,11=942/0.7- {,10=274/07.4 Max Uplift1=221(load case 2),15=- 789(load case 2), 13 - 782(Ioad case 2),11=- 842(load case 2), 10=192(Ioad case 2) Max Grav1=337poad case 3),15=1071(load case 1), 13=1053(load case 4),11=944(load case 4), 10=275(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1- 2= -390, 2- 3=- 332, 3-4= 234, 4- 5=127, 5 -8=53, 8.7=53, 7 -8=53, 8-9=85, 9. 10=184 BOT CHORD 1- 15= 318,1415= 207,13-14 =207,12- 13=181,11- 12=181,10 -11-58 WEBS 3-15= -523, 4-15=- 474, 5.15 -392, 5-13=-310, 6-13=- 578, 8-13=- 234, 8.11=- 379, 9- 11=425 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) VNnd: ASCE 7-98; 148mph; h =38ft; TCDL =5.Opsf; BCDL =5.0psf Category II; Exp C; enclosed;C -C Interior zone; cantilever lett and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 Ib uplift at joint 1, 789 Ib uplift at joint 15, 782 Ib uplift at joint 13, 842 Ib uplift at joint 11 and 192 Ib uplift at joint 10. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin) Vert 1-4=-90.0, 4-8=-90.0, 8-10=-90.0, 1-10=-20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plt) Vert 1-483.9,4-6=93.4,B-10=83.9, 1 -10= -10.0 Horz: 1-4- 93.9, 8- 10=83.9 Drag: 45= -0.1, 7 -8=0.1 3) 1st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p10 Vert 1-4= -90.0, 4-8=- 90.0, 8-10=-30.0, 1-10=-20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-4=-30.0, 4-8= -90.0, 8-10 -90.0, 1 -10 -20.0 Job 5A62 Truss H15 Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0016 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:12 2005 Page 1 5 -10 -14 11 -0-0 17 -2-4 23-4 -8 1 28 -5 -10 I 33 -5 -8 1 1 1 1 5 -10-14 5-1 -2 6-2-4 6-2-4 5-1 -2 4 -11 -14 Seale = 1:58.2 4x9 = 4x9 = 4.00 FIT 3x8 = 3x4 = 4 5 6 7 2x4 3 2x4 8 u- , � P 10 ; 1 i _ c r�- h. 6 =' 3x8 % 3x8 d 5x8 = 15 14 13 12 11 5x8 = 3x6 — 4x9 = 2x4 11 3x6 = 3x8 = 3x8 = 9 -11- 11 -0-0 17-2-4 23-4-8 1 33-5-8 1 1 1 0-11 -0 10 -1-0 6 -2-4 6-2-4 10 -1-0 Plate Offsets (X,Y): [1:0- 1 -9,0 -2 -121, [4:0- 54,0.2 -41, 17:0. 5 - 4,0.2 -41, [10:0-0-15,0-2-151, [14:0-4- 8,Edpel LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) 0.54 13 >740 240 M1120 2491190 TCDL 15.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.81 1 -15 >653 180 BCLL 0.0 Rep Stress In YES WB 0.75 Horz(L) 0.19 10 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 181 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3.5.8 oc braclng. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -8.12, Right 2 X 4 SYP No.3 2-8-4 REACTIONS (Ib/size) 10=1824/0 -7 -4,1 =1824/0 -7-4 Max Uplift10=- 1285(load case 2), 1=- 1283(load case 2) FORCES (Ib) - First Load Case Only 3= 34=-3938, 4-5=-3897, TOP CHORD 1- 2=-4582, 2- 5.5=-3585, 8.7= -3585, 7- 8= -3796, 8.9 080, 9.10= -4187 -4478, 15=4150, 13- 14=4150, 12- 13=4150,11- BOT CHORD 1- 15=4248, 14- 12=4150,10 -11 =3800 WEBS 345=- 811, 4- 15=870, 5-15= -531, 5-13=82, 5-11=- 882, 7- 11=600, 8-11=-253 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7 -98; 148mph; h =38ft; TCDL =5.0psf; BCDL =5.0pst; Category II; Exp C: enclosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1285 Ib uplift at joint 10 and 1283 Ib uplift at johlt 1. 5) Thia truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-4=- 90.0, 4-7 =90.0, 7- 10=- 90.0,1 -10 -20.0 2) C-C Wnd: Lumber increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-4=83.9, 4- 7=93.4, 7- 10=83.9,1- 10=10.0 Horz: 1-4=-93.9, 7- 10=93.9 Drag: 4- 5= -0.1, 57=0.1 3) 1 st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1.4=- 90.0, 4-7= -90.0, 7- 10=30.0,1 -10= -20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-4=- 30.0, 4-7=-90.0, 7 -10= -90.0, 1-10=-20.0 Job 5A82 Truss H15A Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0017 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:13 2005 Page 1 7 -10 -2 -1 -0 17-6 -2 22 -5 -8 26 -6 -14 33-5 -8 1 10 1 I i I 7 -10 -2 2 -2 -14 7 -5 -2 4 -11-6 4 -1-6 6 -10-10 Scale = 1:58.2 2x4 II 4x9 = 4.001-1-2- 3x8 = 4x9 = 2x4 11 4 5 6 7 3 ;14 2x4 11 8 v P. 2 4x9 = 3x4 % 3x4 = — _ ' : •- 3x6 = d 14 13 12 11 10 3x8 I I 3x4 = 3x4 = 5x8 = 3x4 = 3x4 = 7 -10 -2 17-8 -2 26 -6-14 I 32.8 -8 3� 5 f8 I f 7 -10-2 9-8-0 9-0-12 5 -11 -10 0 -11-0 Plate Offsets (X,Y): [1:0.0 - 7,0.1 -121, [4:0-48,0.1- 121,17:0- 4 -8,0 -1 -121, [9:0- 0- 4,Edge), 19:0.1- 14,0.0 -21, [12:0 -4-0,0 -3-01 LOADING (paf) SPACING 2-0-0 CM DEFL In (Ioc) Vdell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.12 1 -14 >770 240 MI120 249/190 TCDL 15.0 Lumber increase 1.33 BC 0.79 Vert(TL) -0.14 1 -14 >681 180 BCLL 0.0 Rep Stress Inc- YES WB 0.25 Horz(rL) 0.02 9 n/a Ma BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 155 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12 WEDGE Right 2 X 4 SYP No.3 SUDER Left 2 X 4 SYP No.3 4 -0.13 REACTIONS (Iblsize) 1 =576/0-7- 4,14=893/0 -7.4, 12 =1119/0.7 -4,10=982/0-7 -4, 9=288/0-7 -4 Max Uplift1=- 471 (load case 2),14=- 355(load case 2),12=- 889(load case 2),10=- 871(load case 2), 9=- 202(load case 2) Max Grav1 =578(load case 3), 14=893(load case 1),12=1119(load case 1), 10=982(load case 1), 9=298(load case 1) FORCES (lb) - Fist Load Case Only TOP CHORD 1- 2-730, 2-3=-598, 3-4=-839, 4- 5= -117, 5.8=- 117, 8-7=-117, 7-8=- 101, 8.9 -114 BOT CHORD 1- 14=587, 13- 14=557,12- 13=557,11 -12 =230,10-11 =230, 9 -10=22 WEBS 3-14=-492, 4- 14=19, 4- 12x492, 5.12= -835, 7 -12=- 142, 7 -10=- 280, 8.10= -587 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) VNnd: ASCE 7-98; 148mph; h =38ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; endosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471 lb uplift at joint 1,355Ib uplift at joint 14, 888 Ib uplift at joint 12, 8711b uplift at joint 10 and 202 lb uplift at joint 9. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pti) Vert 1-4=- 90.0, 4-7=- 90.0, 7- 9= -90.0, 1 -9= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p Vert 1. 4=83.9, 4-7=93.4, 7- 9=83.9,1- 9 -10.0 Horz:1 -4= -93.9, 7- 9=93.9 Drag: 4-5=-0.1, 8.7=0.1 3) 1 st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p10 Vert 1-4 -90.0, 47=-90.0, 7-9=-30.0, 1-9=-20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1. 40.30.0, 4-7=-90.0, 7 -9= -90.0, 1-9=-20.0 • Job 5A62 Truss H16 Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0018 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:15 2005 Page 1 6 -10 -14 I 13-0-0 17 -2-4 21-4 -8 27 -3-4 33-5 -8 I I i I 6 -10 -14 6-1 -2 4-2-4 4 -2-4 5 -10-12 8-2-4 I Scale = 1:58.2 4.00 Fli 4x9 = 3x4 = 4x9 = 5 6 7 3x4 3x4 3x4 % 8 3x49::: 3 4 .. ,c; 1 10 11 o Id � ° 3x4 3x4 3x8 = 18 15 14 13 12 4x9 = 3x6 = 3x4 2x4 I I 3x6 = 5x12 = 2x4 I I 3x4 3x8 = 9 6 -10-14 13-0 -0 21-4-8 27 -3-4 I 33-5-8 I I I 0-11-0 5 -11 -14 6-1 -2 8-4-8 5 -10-12 6-2-4 • Plate Offsets (X,Y): [1:0-1-9,0-1-81, [11:0-0-7,0-2-31, [13:0-5-12,0-3-01 LOADING (pst) SPACING 2-0-0 CSI DEFL in poc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.4313 -14 >924 240 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.84 Vert( L) -0.5513 -14 >717 180 BCLL 0.0 Rep Stress Ina YES WB 0.76 Horz(TL) 0.17 11 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 185 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-11 cc purifier. BOT CHORD 2 X 4 SYP SS *Except* BOT CHORD Rigid ceiling directly applied or 3-8-2 oc bracing. 13.15 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-1-10, Right 2 X 4 SYP No.3 3-2-5 REACTIONS (lb/size) 11 =1824/0. 7-4,1 =1824/0-7 -4 Max Uplift11=- 1265(load case 2), 1 - 1264(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -4561, 2- 3= -4484, 3.4=- 3802, 4-5=- 3517, 5-6=- 3358, 6- 7=-3301, 7-8= -3480, 8-9=- 3534, 9-10=- 4119,1011= -4217 BOT CHORD 1- 16=4235,15.16=4235,14.15 =4235,13. 14=3452,12- 13=3852, 11- 12=3852 WEBS 3-16=115, 3-14=-959, 5-14=594, 8-14=-141, 6-13= -223, 7- 13=553, 9.13=- 814, 9 -12 =78 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 148mph; h =38ft; TCDL =5.0psf BCDL =5.0psf; Category It Exp C; enclosed ;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1265 Ib uplift at joint 11 and 1264 Ib uplift at joint 1. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (plt) Vert 1- 5= -90.0, 5-7=-90.0, 7-11=-90.0, 1-11 -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p Vert 1- 5=83.9, 5.7=93.4, 7- 11=83.9, 1 -11= -10.0 Horz: 1- 5= -93.9, 7- 11=93.9 Drag: 5-6=-0.1, 8.7 =0.1 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-5=-90.0, 5-7=-90.0, 7- 11= -30.0, 1-11=-20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p8) Vert 1 -5=- 30.0, 5-7=-90.0, 7-11=-90.0, 1-11=-20.0 Job 5A62 Truss H17 Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0019 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 14 10:27:16 2005 Page 1 5-6-8 10 -3-4 15-0 -0 F 19-4 -8 24-1 -4 28 -10 -0 33-5 -8 5-6-8 4-8 -12 4-8 -12 4-4-8 4-8 -12 4-8-12 4-7-8 Scale = 1:58.2 4.001 4x9 = 4x9 = 6 7 3x4 3x4 's — 3x4 3x4 \ u: LA 5 2x4 ‹ q 3 •' 8 9 2x4 i 10 ' it r } - 11 ` i .. 12 ` o . • ma 1. I li = a 5x8 — 18 17 16 15 14 13 Sx8 — 3x6 = 3x8 3x4 = 4x9 = 3x4 = 3x4 = 4x9 = 3x4 = 3x8 9-11- 7-10-14 15-0-0 19-4-8 26 -5-10 33-5 -8 I 0-11 -0 6 -11 -14 7 -1 -2 4-4-8 7 -1 -2 8 -11 -14 Plate Offsets (X,Y): [1:0- 1- 9,0.2 -12], [12:0 -0- 15,0.2 -15], 117:0.4-8 Edge] LOADING (pat) SPACING 2-0-0 CSI DEFL In (lac) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.48 18-18 >825 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.92 Vert(TL) - 0.75 18-18 >528 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.18 12 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 181 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 -7 -1 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ding directly applied or 3-7-8 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 241-13, Right 2 X 4 SYP No.3 2-4-4 REACTIONS (Ib /size) 12=1824/0 -7-4,1 =1824/0 -7-4 Max Upiif12=- 1246(load case 2), 1=- 1245(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2=-4628, 2- 3= -4538, 3-4=-4261, 4- 5= -4199, 5-6= -3208, 8-7= -2992, 7- 8=-- 3208, 8. 9=3879, 9-10.-3952, 10-11=-4101, 11- 12=4185 BOT CHORD 1- 18=4303, 17- 18=3719, 16-17 =3719,15- 16=2992, 14-15=3588,13- 14=3588, 12- 13=3809 WEBS 3-18=394, 5- 18=469, 5.16=-913, 6-16=616, 7- 15=575, 8-15=-748, 8-13=224, 10-13=-119 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph; h =3811; TCDL =5.0psf; BCDL =5.0psf; Category 11; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1248 Ib uplift at Joint 12 and 12451b uplift at Joint 1. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-6=-90.0, 6-7 -90.0, 7 -12=- 90.0, 1-12=-20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1- 8=83.9, 67=93.4, 7- 12=83.9, 1-12=-10.0 Horz: 1-6=-93.9, 7- 12=93.9 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 . Uniform Loads (pfl) Vert 1- 8= -90.0, 6-7=-90.0, 7 -12= -30.0, 1-12=-20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pff) Vert 1- 6=30.0, 6-7=-90.0, 7-12=-90.0, 1-12=-20.0 • Job 5A62 Truss H18 Truss Type ROOF TRUSS 8 Ply 1 BEAUCHAMP CONST. 0020 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:17 2005 Page 1 7 -10 -2 12 -1-0 17 -2-0 20-5 -8 26 -11-0 1 33-5 -8 1 i 1 1 7 -10 -2 4 -2 -14 5 -1-0 3 -3-8 6-5-8 6-6-8 Scale = 1:59.4 4.0051 4x9 = 3x4 2x4 11 4x9 = 5 6 7 ; 3x4 - 3x4 4 8 \�•• 3 `� 2x4 II 9 10 raft= 11 o-1.-z r4 1 'I = 3x4 = 12 in 3x4 � 4x9 — 18 17 16 3x4 1413 3x4 = 3x4 2x4 11 5x8 = 2x4 11 2x4 11 3x4 = 27-4 -0 7 -10-2 12 -1 -0 17 -2 -0 17192 26 -10-8 26-1 110 32-6 -8 3 -518 1 1 7 -10-2 4-2 -14 5-1 -0 0 -7 -12 9 -0 -12 0-0-8 5 -2-8 0-11-0 0-5-0 Plate Offsets (X,Y): [1:0- 0- 7,0.2- 31,[5:0-5.4,0.2 -0), [12:0.3. 9,0-1- 81,115:0 -5- 8,0.2- 81,[17:0 -1- 12,0 -3-0) LOADING (psi) SPACING 2-0-0 CSI DEFL In (Mc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.11 1 -18 >852 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.15 1 -18 >811 180 BCLL 0.0 Rep Stress Inca YES MI 0.24 Horz(TL) 0.02 12 n/a Na BCDL 10.0 Code FBC2001 /ANSI95 (Mab(u) Weight 159 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0 -10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigld ceiling directly applied or 8-0.0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4 -0-13, Right 2 X 4 SYP No.3 2 -7 -12 • REACTIONS (lb /size) 15=123510 -7 -4, 9=970/0 -7. 4,18=585/0 -7- 4,1=610/0.7 -4, 12.26810-7-4 Max Uplift15=- 881(load case 2), 9=- 652(load cane 2), 18=294(load case 2), 1=- 490(load case 2), 12=211(load case 2) Max Grav15=1235(load case 1), 9=970(load case 1), 18=570(load case 3),1=611(load case 3), 12=268(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -788, 2- 3=- 684, 3.4=- 522, 4-5=- 413, 5 -6=37, 6-7=46, 7-8=- 459, 8-9=- 587, 9- 10=50,10. 11=94, 11- 12=-57 BOT CHORD 1- 18=848,17- 18=848,16-17= -32, 15.16=52, 6-15=-356, 9. 15=435, 13.14=0, 12 -13=0 WEBS 3.18=- 384, 3-17= -277, 5-17 =15, 15-17=492, 5-15=-503, 7-15=-577, 10-13=70 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 145mph; h =38ft TCDL =5.0psf; BCDL =5.0psf Category II; Exp C; enclosed;C-C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 881 Ib uplift at joint 15,852 Ib uplift at joint 9, 2941b uplift at joint 18, 490 Ib uplift at joint 1 and 211 Ib uplift at joint 12. 5) This trues design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pit) Vert: 1-5=-90.0, 5-7= -90.0, 7 -12 - 90.0,1 -16=- 20.0, 9.15=- 20.0,12 -14= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1- 5=83.9, 5.7 =93.4, 7- 12=83.9,1 -18=- 10.0, 9-15= -10.0, 12-14.-10.0 Horz: 1-5=-93.9, 7- 12=93.9 Drag: 5.8= -0.1, 67 =0.1 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf Vert: 1-5.-90.0, 5-7=-90.0, 7- 12= -30.0, 1 -16=- 20.0, 9.15=- 20.0,12 -14= -20.0 4) 2nd unbalanced Regular. Lumber lncrease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1 -5=- 30.0, 5.7= -90.0, 7-12.-90.0, 1-1&=-20.0, 9-15 -20.0, 12 -14 -20.0 Job 5A82 Truss H19 Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0021 Job Reference (optional) BEST TRUSS CO.. MIAMI. FL. BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:19 2005 Page 1 Plate Offsets (X,Y): [1:0-0-7,0-2-31, [5:0-5-4,0-2-01, [7:0 -5-0,0 -2-01, [12:0-3-9,0-1-81, [16:0- 5- 8,0-4-81 LOADING (pat) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Ina YES Code FBC2001 /ANSI95 CSI TC 0.95 BC 0.35 WB 0.29 (Matrix) DEFL In (loc) Udefl Ud Vert(LL) 0.10 1 -20 >901 240 Vert(TL) -0.14 1 -20 >858 180 Horz(TL) 0.02 9 n/a n/a 4 PLATES GRIP MI120 249/190 Weight 162 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 8-0.0 oc purlIns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4 -0.13, Right 2 X 4 SYP No.3 2 -7 -12 REACTIONS (lb /size) 9=1041/0 -7-4, 20=682/0 - 7-4,16=1092/0 -7 -4, 1 =578/0-7 -4, 12=258/0 -74 Max Uplift8=- 739(load case 2), 20=- 417(load case 2), 16=- 882(load case 2), 1=- 457(toad case 2), 12=- 195(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-715, 2- 3= -612, 31- 451, 45 -350, 5 -8=49, 6-7=-418, 7- 8=- 460, 8- 9= -605, 9- 10=51,10- 11=99,11- 12=-52 BOT CHORD 1- 20=584,19. 20=584,18- 19=584,17- 18=1,16- 17 =22, 8.16=- 828,15- 16=8, 9- 15=450,13. 14=0,12 -13=0 WEBS 3-20=- 493, 3-18=-278, 5- 18= -82, 16- 18=429, 5-16=- 380, 6- 15=972, 7- 15= -677, 10-13=67 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 148mph; h =38ft; TCDL=5.0psf BCDL =5.Opsf•, Category II; Exp C; endosed;C -C interior zone; cantflever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 739 Ib uplift at joint 9, 417 Ib uplift at joint 20, 682 Ib uplift at joint 16, 457 Ib uplift at joint 1 and 195 Ib uplift at joint 12. 5) This truss design conforms with Florida BuildMg Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p1f) Vert 1 -5=- 90.0, 5-7=-90.0, 7 -12= -90.0, 1-17=-20.0, 9.16=- 20.0,12 -14 -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pl1) Vert 1- 5=83.9, 5- 7=93.4, 7- 12=83.9,1 -17=- 10.0, 9-16=-10.0, 12 -14= -10.0 Horz: 1-5= -93.9, 7- 12=93.9 Drag: 5- 8= -0.1, 6-7=0.3 3) 1st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert 1- 5= -90.0, 5-7=- 90.0, 7-12=-30.0, 1-17 -20.0, 9-16=-20.0, 12-14=-20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert 1-5=-30.0, 5-7=- 90.0, 7 -12 -90.0, 1-17=-20.0, 9-16=-20.0, 12-14 -20.0 7 -10 -2 7 -10 -2 3x4 14 -1 -0 6-2 -14 4.00 12 3x4 20 19 18 2x4 II 3x4 = 3x8 = 7 -10-2 14 -1 -0 7 -10 -2 6 -2 -14 17 -2 -0 18-5 -8 3-1 -0 1 -3-8 4x9 = 5 3x4 = 4x9 = 6 7 15 6x10 —3x4 17 = 2x4 11 27-4 -0 8-10 -8 3x6 2x4 I I 2x4 I I 33-5 -8 6-1-8 3x4 = 18-5 -8 27-4-0 I 17 -2-0 17 - 9 26 -10-8 26-11 f.0 32-6 -8 3 -5-8 3-1-0 0 -7 -12 8-5-0 0-0-8 5-2-8 0 -11-0 0-7 -12 0-5-0 Scale = 1:59. Ig �: Job 5A62 Truss H2 Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0022 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Wed Mar 0214:16:52 2005 6-0-3 12 -1-0 12Y-8 18-3-5 25-2 -8 2 27 -1-8 -! Page 1 1/4 " =1' I 6-0-3 6-0 -13 0-1-8 6-0 -13 6-11 -3 ?6-2 1-0-0 0 -11 -0 4.00 Fli 4x9 = 5 3x4 = 3x4 i� 2x4 �� q 3 6 2x4 �/ /�\ \ \\ �' \� 2x4 = 8 9 u u " Ig Icy: cs 3x4 ; :_1� =` a 6 4x9 = 12 11 10 3x10 = 3x4 3x4 = 3x4 = 3x4 = 7 -11 -2 16-4 -5 25 -2-8 � � 7 -11 -2 8-5-3 8 -10-3 Plate Offsets (X,Y): [1:0.0- 7,0 -2 -31 LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) Udetl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) 0.53 8-10 >587 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.73 8-10 >428 180 BCLL 0.0 Rep Stress Inch YES WB 0.44 Horz(TL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 126 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 4-2 -10 oc bradng. 8- 112X4 SYP SS WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 LBR SCAB 7 -9 2 X 4 SYP X No.2 one side SLIDER Left 2 X 4 SYP No.3 3-1 -3 REACTIONS (lb/size) 1= 1425/Mechanical, 9=1425/0 -7-4 Max Harz 1 =18(load case 2) Max Uplift1=- 871 (load case 2), 9=- 871(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1- 2= -3141, 2-8=- 3059, 3-4=-2809, 4.8=- 2728, 5-8 -3052, 6-7=-3212, 7-8 =3686, 8-9=397 BOT CHORD 1 -12 =2865, 11 -12= 2155,10 -11 =2155, 8-1(3483 WEBS 3-12=-420, 5.12 -624, 5- 10=1157, 7-10=-768 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2)1Mnd: ASCE 7-98; 146mph; h =27ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; endosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 871 Ib uplift at joint 1 and 871 Ib uplift at joint 9. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9. 8) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 7) For the scab. Use 10d nails staggered and spaced at 3" o.c. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p10 Vert 1- 5= -90.0, 5-8=-90.0, 8-9=- 110.0, 1- 8= -20.0 2) C-C Wnd: Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (p8) Vert 1- 5=77.2, 5. 8=77.2, 8- 9=672, 1-8= -10.0 Holz: 1-5=-87.2, 5-9=87.2 3) 1st unbalanced Regular Lumber Incxease=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1- 5= -90.0, 5-8=-30.0, 8-9=-50.0, 1-8=-20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1 -5= 30.0, 5-8= 90.0, 8-9=-110.0, 1-8=-20.0 REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 / Phew (305) 667 -8747 _ _ ,:.ere (Florida P.E. 21522) MAR Job 5A62 Truss H2O Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMPCONST. 0023 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Feb 1410:27:22 2005 Page 1 6 -3-4 11 -8-12 17-0 -0 17-1 -9 22 -7 -12 { 28-1 -4 33-5 -8 6-3-4 5-5-8 5-3-4 0-4 -9 5-3-3 5 -5-8 5-4-4 Scale = 1:58.2 4.00 1 12 4 = 3x4 6 3x4 3x4 % 3 x 4 wail 4 7 8 r 2x4 �� ' 3 9 100074 10 11 I ' a� O M 3x8 3x8 = 16 15 14 13 12 3x8 4� _ 3x6 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 9-11-p 8 -10-13 17 -2-4 25 -0-15 33-5-8 I 0-11 -0 7 -11 -13 8-3-7 7 -10-11 8-4-9 Plate Offsets (X,Y): [1:0-1-9,0-1-81, 111:0-0-8,0-2-31 LOADING (pst) SPACING 2-0-0 CSI DEFL in floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.4212 -14 >943 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.75 Vert(TL) -0.5414 -18 >737 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.18 11 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrbc) fight 162 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 2-4--8 oc puriins. BOT CHORD 2 X 4 SYP SS 'Except' BOT CHORD Rigid ceiling dlrectly applied or 3-11 -7 oc tracing. 13-152X4 SYP No.2 WEBS 2 X 4 SYP No.3 SUDER Left 2 X 4 SYP No.3 2 -9-7, Right 2 X 4 SYP No.3 2-8-14 REACTIONS (lb/size) 11 =1824/0 -7-4, 1= 1824/0 -7-4 Max Upfift11 - 1224(Ioad case 2), 1=- 1224(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -4583, 2 -3= -4493, 3.4=- 4134, 4-5=- 3974, 5- 6=-2905, 8-7=-2892, 7-8=- 2907, 8-9= -3851, 9. 10=-4117,10 -11 =4210 BOT CHORD 1- 18=4282, 15. 18=3511,14- 15=3511,1314=3424, 12- 13=3424,11- 12=3840 WEBS 3-18=- 513, 5. 16=582, 5-14=-1023, 8- 14=1308, 8-14=-915, 8-12=345, 9-12=-280 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7 -98; 148mph; h =38ft; TCDL =5.0pst: BCDL =5.0pst Category II; Exp C; enclosed;C -C Ulterior zone; fever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1224 lb uplift at joint 11 and 12241b uplift at Joint 1. 4) This truss design contonns with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-8=-90.0, 8.11=- 90.0,1 -11= -20.0 2) C-C Wnd: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 8= 83.9, 8- 113.9,1 -11= -10.0 Horz: 1 -8=- 93.9, 8.11 =93.9 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1 -8=- 90.0, 8-11=- 30.0, 1 -11= -20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p10 Vert 1- 8=- 30.0, 8-11=-90.0, 1 -11= -20.0 Job 5A82 Truss H3 Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0024 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar -1 -0-0 25 2003 MiTek Industries, Inc. Wed Mar 0214:16:53 2005 Page 1 46-1 -8 1�17 1 6-10-14 13 -0-0 19-0-13 25 -1 -11 31-2-8 37 -3-10 44-2 -8 4 I 0-11 -0 6 -10 -14 6-1-2 6-0-13 6 0 -13 6 0 13 1 1 6 1 -2 6 10 -14 1 I� = 1:83.4 1 -0 -0 0 -11 -0 4.00 12 6x10 M1116= 4x9 3x4 = 4x9 =3x4 = 6x10 MII16= 4x9 z-. 4x9 % 6 7 8 9 10 4x9 z- 4 5 • 11 12 u �liI ♦ ♦tom•, ' <- v m 12 3 _ �♦♦ I, � :■i ��■ `� 13 � 1 Nt !�i .�!,.� ` ■w. •■� ..■ ami \�� I I� g .- 5x12 = a 21 20 19 18 17 16 5x12 = 2x4 11 8x15 MII16= 3x4 = 8x15 MII16= 2x4 11 5x8 WB= 6-10-14 13-0-0 22 -1-4 31 -2-8 37-3-10 44-2-8 1 1 1 1 1 1 1 6 -10 -14 6-1 -2 9-1-4 9-1-4 6-1 -2 6 -10 -14 Plate Offsets (X,Y): [5:0- 2- 10,Edge], [6:0- 5- 8,0 -2 -0], [8:0-4-8,Edge], [10:0-5-8,0-2-0], [11:0 2 - 10,Edge], [19:0.4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(TL) 1.28 18 >428 240 MI120 249/190 TCDL 15.0 Lumber increase 1.33 BC 0.92 Vert(TL) - 1.5917 -18 >344 180 MI116 174/128 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.55 14 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 272 LUMBER BRACING TOP CHORD 2 X 8 SYP SS *Except* TOP CHORD Sheathed or 2 -1 -13 oc purtlns. 5-8 2 X 4 SYP Not, 8.10 2 X 4 SYP SS, 10-11 2 X 4 SYP No.2, 6-8 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 2 -10.14 oc bracing. Except BOT CHORD 2 X 4 SYP SS 2 Rows at 1/3 pts 13-16 WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-20, 7 -20, 9.17, 12 -17 LBR SCAB 1-4 2 X 8 SYP X SS one side 12 -15 2 X 6 SYP X SS one side REACTIONS (Ib /size) 2=2597/0.7- 4,14=2597/0 -7-4 Max Uplift2 - 1797(load case 2), 14=-1797(ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =28, 2- 3=- 607, 3.4 =7625, 4-5=-5974, 5-6=- 5959, 6-7=- 5802, 7-8= -6523, 8-9 0-6523, 9- 10=5602,10.11=- 5959,11 -12=- 5974,12 -13 -7626, 13- 14=- 607,14 -15=28 BOT CHORD 3-21 =7250, 20.21= 7250,19.2 6459,18- 19=6459,17- 18=6459,16-17 =7250, 13- 16=7250 WEBS 421 =173, 4-20=- 1801, 620=1398, 7-20=-1085, 7- 18=113, 9-1 113, 9-17= -1065, 10-17=1398, 12-17=-1801, 12-16=173 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =27ft; TCDL =5.0psf; BCDL =5.Opsf, Category 11; Exp C; endosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MI120 plates unless otherwtse indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1797 Ib uplift at joint 2 and 1797 Ib uplift at joint 14. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 14. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 8) For the scabs . Use 10d nails staggered and spaced at 3" o.c. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (Of) Vert 1 -2= -90.0, 2-3=- 110.0, 3- 6=-90.0, 6-10=-90.0, 10-13=-90.0, 13-14=-110.0, 14-15= -90.0, 3-13= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pH) Vert 1- 2=185.8, 2- 3=67.2, 3. 6=77.2, 6- 10=86.1, 10- 13=77.2,13 -14 7.2, 1415=185.8, 3-13= -10.0 Holz: 1 -2=-195.8, 2-8=-87.2, 10-14=87.2, 14-15=195.8 Drag: 6- 7= -0.1, 9 -10.0.1 3) 1st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p Vert 1-2=-90.0, 2- 3=- 110.0, 3-6=-90.0, 6- 10=90.0,10.13=- 30.0,13 -14 -50.0, 14-15=-30.0, 3-13=-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1 -2= -30.0, 2- 3= -50.0, 36=-30.0, 6-10= -90.0, 10-13=-90.0, 13- 14110.0,14-15 =90.0, 3-13=-20.0 REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 / Phone: (305) 687 -8797 _ _ .,nrr (Florida P.E. 21522) MA Job 5A62 Truss H4 Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0025 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Wed Mar 0214:16:53 2005 Page 1 -1 -0-0 46-1 -8 - 1 7-10-14 15 -0-0 22 4-4 29-2-8 36-3-10 442-8 8 4 1 I I I I 0-11 -0 7 -10 -14 7 -1 -2 7 -1-4 7 -1-4 7 -1 -2 7 -10-14 1- I8 = 1:83.4 1-0 -0 0 -11-0 4.00 12 8x15 MII16= 5x8 2x4 I I 4x9 = 8x15 MII16= 5x8 ir 4x9 % 6 7 8 9 4x9 11 Lc ♦♦ I 12 2 v►� — 14m v 5x12 = 6 6 22 21 20 19 18 17 16 15 5x12 = 2x4 I I 6x10 MI116 WB= 4x9 = 3x8 = 3x4 = 2x4 I I 3x4= 6x10MII16WB= 7 -10 -14 15 -0-0 22 -1-4 29 -2-8 36 -3-10 � .44 -2-8 I I I I 7 -10-14 7 -1 -2 7 -1-4 7 -1-4 7 -1 -2 7 -10-14 Plate Offsets (X,Y): [4:0- 4-0,0.2 -12], [6:0- 10.8,0 -2-0], [8:0-4- 8,Edgel, [9:0- 10.8,0 -2 -0), [11:0- 4 -0,0 -2 -121 [19:0- 4- 8,Edge], [21:0.5- 0,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in «oc) Wed Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) 1.14 18 >482 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.90 Vert(TL) - 1.4018 -20 >391 180 MI116 174/128 BCLL 0.0 Rep Stress Inca YES WB 0.85 Horz(TL) 0.53 13 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 282 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS Except TOP CHORD Sheathed or 2 -5-11 oc purlins. 1-4 2 X 6 SYP SS, 11-14 2 X 6 SYP SS, 1 -5 2 X 6 SYP SS, 10.14 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 2 -11 -1 oc bracing. BOT CHORD 2 X 4 SYP SS WEBS 1 Row at midpt 420, 11 -17 WEBS 2 X 4 SYP No.3 LBR SCAB 1-4 2 X 6 SYP X SS one side 11 -14 2 X 6 SYP X SS one side REACTIONS Ob/size) 2= 2597/0 -7-4, 13=2597/0 -74 Max Uplift2 - 1779(load case 2),13=- 1779(load case 2) • FORCES (lb) - First Load Case Only TOP CHORD 1 -2=28, 2- 3- 807, 3-4=-7440, 4-5=- 5599, 5-8=-5414, 6-7=-5752, 7-8=- 5752, 8-9=- 5752, 9-10= -5414, 10-11=5598, 11-12=7441, 12-13=-608, 13 -14=28 BOT CHORD 3.22 =7057, 21- 22= 7057, 20-21= 7057,19- 20=5208, 18- 19=5208,17- 18 16-17= 7058,15. 16=7058,12- 15=7058 WEBS 4-22 =203, 4-20 -1988, 6.20= 807, 6-18=667, 7- 1E0-636, 9-18=867, 9- 17=807, 11 -17 =1990, 11- 15=203 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 148mph; h =27ft; TCDL =5.0psf; BCDL =5.0psf, Category II; Exp C; enclosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MI120 plates unless otherwise Indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1779 Ib uplift at joint 2 and 1779 Ib uplift at joint 13. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 13. 7) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 8) For the scabs Use 10d nails staggered and spaced at 3° o.c. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1 -2= -90.0, 2- 3=- 110.0, 3- 6=-90.0, 6-9=-90.0, 9- 12=- 90.0,12-13=-110.0, 13-14=-90.0, 3-12=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1 -2 =185.8, 2- 3=672, 3. 6=77.2, 8. 9=88.1, 9- 12=77.2,12 -13 7.2, 13-14=185.8, 3-12 =-10.0 Horz: 1- 2=- 195.8, 2-6=- 87.2, 9- 13=87.2, 13- 14=195.8 Drag: 6- 7=-0.1, 8-9=0.1 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (pit) Vert 1-2=-90.0, 2-3=- 110.0, 3-6=-90.0, 6-9=-90.0, 9-12= -30.0, 12-13=-50.0, 13-14=-30.0, 3-12=-20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p Vert 1-2=-30.0, 2-3=-50.0, 3. 8-30.0, 6-9=- 90.0, 9-12 =- 90.0,12-13=-110.0, 13-14=-90.0, 3-12= -20.0 REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, 8C -101 Miami, FL 33172 Phone: (305) 887 -6797 _ _ _ _ . enn[ Iorida P.E. 21522) Job 5A62 Truss H5 Truss Type ROOF TRUSS A Ply 1 BEAUCHAMP CONST. 0026 Job Reference (optional) BEST TRUSS CO.. MIAMI. FL. BEST TRUSS CO. 5.100 s Mar 25 2003 MTek Industries, Inc. Mon Feb 1410:27:26 2005 Page 1 1 Plate Offsets (X,Y): [1:0 -0-7,0 -2-01, [4:0-4-0,0 -3-01, [5:0-4-0,0-2-31, [7:0-4.0,0 -2-31, [8:040,0-3-01, [11:0 -0- 7,0.2 -0], [15:Q- 4- 8,Edpel, [17:0.4- 8,Edge1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.92 BC 0.60 WB 0.82 (Matrbc) DEFL in (loc) I/defl Ud Vert(LL) 0.7514 -16 >694 240 Vert( L) - 1.05 14-16 >500 180 Horz(TL) 0.29 11 n/a n/a 3 17: PLATES GRIP MII20 249/190 Weight: 223 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 -1 -9 oc purlins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directiy applied or 3-5-7 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -9-0, Right 2 X 4 SYP No.3 2-9-0 REACTIONS (lb /size) 1 =2398/0-7- 4,11 =2398/0-7 - 4 Max Upliftl - 1511(load case 2),11 =1511(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1- 2= -8269, 2- 3= -6165, 3-4=-5851, 4-5=-4696, 5-6=- 4405, 6-7=-4405, 7-8= -4696, 8-9=-5851, 9- 10=- 61655,10-11= -6289 BOT CHORD 1- 18=5849,17- 18=5195, 16.17 =5195,15- 16=4595, 14-15=4595,13-14=5195, 12- 13=5195, 11- 12=5849 WEBS 3-18=- 450, 4.16=506, 4-15=- 897. 5-16=984, 6-16=-290, 6- 14=290, 7- 14=984, 8.14 -997, 8-12=506, 9. 12=•450 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wnd: ASCE 7-98; 146mph; h =27ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; endosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1511 lb uplift at joint 1 and 1511 lb uplift at joint 11. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p10 Vert: 1- 5=- 90.0, 5-7=-90.0, 7-11=-90.0, 1 -11= -20.0 2) C-C Wnd: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (pfl) Vert 1- 5=77.2, 5.7=86.1, 7 -11 =772, 1 -11= -10.0 Horz: 1-5=-87.2, 7- 11=87.2 Drag: 5-6=-0.1, 8.7=0.1 3)1st unbalanced Regular Lumber Increase =1.33, Plate increase=1.33 Uniform Loads (pit) Vert 1- 5= -90.0, 5.7 .0, 7-11=-30.0, 1 -11= -20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (Oft Vert 1-5=-30.0, 5.7=- 90.0, 7 -11 =90.0, 1-11=-20.0 6 -2 -8 8 -2-8 4x12 = 3x8 = 4x12 3 2x4 11 -7-4 5-4-12 4.0017T 5x8 18 17 3x4 = 4x9 = 17 -0-0 5-4 -12 5x8 = 5 22 -1-4 5-1-4 16 15 3x8 = 4x9 = 3x4 = 6 27 -2-8 5 -1-4 5x8 = 7 32 -7-4 5-4 -12 5x8 38-0 -0 5-4-12 14 13 12 3x8 = 4x9 = 3x4 = 44 -2-8 6-2-8 8 2x4' 7 9 - „, 11 4x12 = 4x12 3x8 = O 8 -10 -14 17 -0 -0 27 -2-8 35 -3-10 43-34 4f-2 0-11-0 7 -11 -14 8-1 -2 10 -2-8 8-1 -2 7 -11 -14 0 -11 -0 Scale = 1:77. Job 5A62 Truss H8 Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0027 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 14 10:27:28 2005 Page 1 6 -10-8 12-11-4 19-0 -0 25 -2-8 31 -3-4 1 37-4 -0 1 44-2 -8 I I 1 1 1 6-10 -8 6 -0-12 6-0-12 6-2-8 6-0-12 6-0 -12 6-10 -8 Scale = 1:77.3 4.00 rli 5x8 = 5x8 = 3x6 '' 7 8 3x6 3x4 =\ 9 3x4 3x6 5 $ .I 2x4 .. 10 3x6 2x4 i u: 34 • 11 2 _ _ � 13 .. �/ �.�i Id) :��_ .. .. cj; d 4x12 = 3x6 ` 19 18 17 1 6 15 3x6 4x12 = 21 20 3x8 3x6 3x4 = 4x9 = 3x8 = 3x4 = 4x9 = 3x4 = 3x8 = 4x9 = 3x8 = OT11T0 9 -10-14 19-0 -0 25-2 -8 34-3-10 1 43-3 -8 4f-21.8 I 1 1 0-11-0 8 -11 -14 9-1 -2 6-2-8 9-1 -2 8 -11 -14 0-11-0 Plate Offsets (X,Y): (1:0 -0. 7,0.2 -0), 17:0.4- 0,0 -2 -31, [8:0.5.4,0 -2-81, [14:0.0 -7,0 -2-01, (18:0-4- 8,Edgel, [20:0-4- 8,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Udefl lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) 0.7317 -19 >717 240 MI120 249/190 TCDL 15.0 Lumber increase 1.33 BC 1.00 Vert(TL) -0.9919 -21 >531 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(fL) 0.30 14 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) fight 222 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0-2 oc purlins. BOT CHORD 2 X 4 SYP SS *Except* BOT CHORD Rigid ceiling directly applied or 3-5-8 oc bracing. 18.20 2 X 4 SYP No.2 WEBS 1 Row at midpt 5-19, 8- 19,10.17 WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-1-4, Right 2 X 4 SYP No.3 3-1-4 REACTIONS (Ib/size) 1 =2398/0.7 -4, 14=2398/0-7-4 Max Uplift - 1493(Ioad case 2), 14=-1493(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -6238, 2- 3= -8134, 3-4=-5739, 4-5=-5657, 5 8- 9373, 6-7= -4287, 7-8= -4084, 8-9=- 4285, 9-10=- 4372,10 -11=- 5858,11 -12 -5739, 12-13=-6133, 13-14=-6237 BOT CHORD 1 -21 =5819, 20.21 =5006,19. 20=5006, 18- 19=4082,17- 18=4082,16-17 =5005,15- 16=5005,1415=5819 WEBS 3.21= -558, 5-21=630, 5-19=-1147, 7- 19=806, 8 -19=2, 8. 17=808,10 -17= -1149, 10. 15=830, 12-15=-556 NOTES 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph; h =27ft TCDL =5.Opsf, BCDL=5.Opsf; Category II; Exp C; endosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of wlthatanding 1493 lb uplift at joint 1 and 1493 Ib uplift at joint 14. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-7 -90.0, 7- 8= -90.0, 8.14= -90.0, 1 -14= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate increase=1.33 Uniform Loads (pl1) Vert 1 -7 =77.2, 7- 8=86.1, 8. 14=77.2, -14= -10.0 Holz: 1-7=-872, 8. 14=87.2 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-7=-90.0, 7-8=-90.0, 8-14= -30.0, 1-14=-20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert 1 -7 -30.0, 7-8=- 90.0, 8-14=-90.0, 1-14=-20.0 Job 5A82 Truss H7 Truss Type ROOF TRUSS a- Ply 1 BEAUCHAMP CONST. 0028 Job Reference (options» BEST TRUSS CO.. MIAMI. FL. BEST TRUSS CO. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Feb 1410:27:29 2005 Page 1 7-6-8 14-3 -4 21 -0-0 -2-8 29 -11-4 36-8-0 44 -2-8 1 1 I 1 23 I I 7-6-8 6-8 -12 6-8 -12 2 -2-8 6-8 -12 6-8 -12 7-6-8 Scale = 1:77.3 4.00 12 5x8 = 5x8 = • 6 7 4x9 3x4 - 3x4 5 8 4x9 3x4 4 9 3x4 in 3 10 x� : N 11 1 12 In d 3x6 3x6 .E: d 4x12 = 20 19 18 17 16 15 14 13 4x12 = 3x8 = 3x8 % 2x4 I I 5x8 WB= 5x8 = 3x4 = 3x4 = 2x4 I I 3x6 3x8 = 3x4 = 5x8 WB= 0 7-6-8 14-3 -4 21 -0-0 -2-8 29 -11-4 36-8 -0 1 43-3 -8 4p-21.8 I 1 1 23 1 0-11 -0 6-7-8 6-8-12 6 -8-12 2 -2-8 6-8-12 6-8-12 6-7-8 0 -11 -0 Plate Offsets (X,Y): [1:0- 0- 7,0.2 -0), [6:0-4- 0.0 -2 -31, [7:0- 1- 0,0.2 -31, 112:0-0- 7,0.2 -0], [17:0 -3-12 0-3-01, [19:0-4- 0,Edge) LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.70 17 >744 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.91 17 -18 >575 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.30 12 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 230 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3-8.7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at r ldpt 5.17, 8.18 SLIDER Left 2 X 4 SYP No.3 3 -5-10, Right 2 X 4 SYP No.3 3-5-10 REACTIONS (lb/se) 1 =2398/0 -7 -4,12=2398/0-7-4 Max UpIIR1=- 1475(load case 2),12=- 1475(load case 2) FORCES (b) - First Load Case Only TOP CHORD 1- 2=4218, 2 -3=- 8108, 3-4=-5201, 4.5=- 5093, 5-6=- 4028, 8-7=- 3749. 7.6=-4038, 8-9=- 5093. 9-10=- 5201,10 -11=- 6108,11 -12= -8218 BOT CHORD 1- 20=5792, 19. 20=5792,18- 19=5792,17- 18=4850,18 -17 =3749, 15-18=4849, 14. 15=5792,13-14=5792,12 - 13=5792 WEBS 3-20=130, 3-16=-1008, 5-18=503, 5-17=-1388, 8- 17=883, 7- 18=884, 8-16=- 1382, 8- 15=502,10.15 -1008, 10-13=131 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7- 98;148rnph; h =27ft; TCDL =5.0pst BCDL =5.Opsf; Category II; Exp C; enclosed;C-C interior zone; cmxBever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1475 Ib uplift at joint 1 and 1475 Ib uplift at joint 12. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 8= -90.0, 8-7=-90.0, 7-12=-90.0, 1-12=-20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pl» Vert 1- 8=772, 67=88.1, 7-12=772, 1-12=-10.0 Horz: 1-8=-87.2, 7- 12=87.2 3)1 st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-8= -90.0, 8-7=-93.0, 7-12=-30.0, 1-12 -20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-8= -30.0, 67=- 90.0, 7 -12=- 90.0,1 -12= -20.0 Job 5A62 Truss H8 Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0029 Job Reference (optional) BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 5.100 a Mar 25 2003 MiTek Industries, Inc. Mon Feb 14 10:27:30 2005 Page 1 5 -10-14 11 -0-0 14-3 -0 19-4 -2 24-4 -0 � 5 -10-14 5 -1 -2 3-3-0 5-1 -2 4-11 -14 Scale = 1:42.0 4x9 = 4x9 = 4.00171/ 4 5 ,p p\ Lc 2x4 -------. 3 2x4 8 III III 7 in (7. 2 1 may_ 8 0 (.7: = ME MI a ► � 3x6 3x8 4x9 = 10 9 4x9 = 3x4 = 5x8 = 5x8 = -11-9 11-0 -0 14 -3-0 24-4-0 Q 0 -11-0 10-1-0 3-3-0 10-1-0 Plate Offsets (X,Y): [1:0- 1- 1,0- 2- 01,18:0-0 - 7,0.2 -31, [9:0-4 -0,0 -3-01. [10:0-4- 0,0301 LOADING (pat) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) -0.27 1 -10 >999 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.76 Vert(TL) -0.57 1 -10 >507 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.09 8 n/a Na BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 109 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 348 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4412 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -6-12, Right 2 X 4 SYP No.3 2-6.4 REACTIONS (lb/size) 8=1322/Mechanlcal, 1 =1322/0 -7-4 Max UpiHl8=- 888poad case 2), 1=- 8870oad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -3113, 2- 3= -3040, 3.4=- 2386, 45=- 2183, 5-84- 2357, 8-7=-2790, 7- 8=-2875 BOT CHORD 1- 10=2889, 9- 10=2183, 8- 9=2607 WEBS 3-10= -764, 4-10=384, 5. 9=281, 8- 9=-461 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7- 98;148mph; h =36ft; TCDL =5.0psf; BCDL =5.0psf; Category 11; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 888 lb uplift at joint 8 and 887 lb uplift at joint 1. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate increase =1.33 Uniform Loads (pit) Vert 1- 4=- 90.0, 45 =90.0, 5-8=- 90.0,1 -8= -20.0 2) C-C Wnd: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (pit) Vert 1 -4= 82.8, 45=92.0, 5- 8=82.6,1 -8= -10.0 Harz: 1-4=-92.6, 5-8=92.6 3)1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 4= -90.0, 4-5=-90.0, 5-8=- 30.0,1.8= -20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-4=-30.0, 4-5=90.0, 5.8=- 90.0,1 -8= -20.0 Job 5A62 Truss H9 Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0030 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:32 2005 Page 1 6 -10-14 13-0 -0 19 -0-11 25-1 -5 31 -2 -0 1 37 -3-2 1 44 -2 -0 1 1 1 1 1 6 -10 -14 6-1 -2 6-0 -11 6-0-11 6-0 -11 6-1 -2 6 -10 -14 Scale = 1:77.3 6x10 M1116= 4.00 If. 3x4= 4x9 =3x4= 6x10 M1116= 3x4 4 5 6 7 8 3x4 = r � 2 1 , 1 9 10 in u „,,,,Alik/ „=, 6 6 4x12 = 3x6 19 18 17 16 15 14 13 12 3x6 4x12 = 3x8 - ..- - - - 3 x 8 2x4 11 5x8 W= 3x4 = 3x8 2x4 11 3x6 W13= = 2 3x8 = 3x8 = 5x8 WB= 5x8 WB= 3x8 = OT11r0 6-10-14 13-0-0 22 -1-0 31 -2-0 1 37-3-2 1 43-3-0 411 -2T0 1 + 1 0 -11-0 5 -11 -14 6-1 -2 9 -1 -0 9 -1-0 6-1 -2 5 -11 -14 0 -11-0 Plate Offsets (X,Y): [1:0- 0- 7,0 -2-0), (4:0.5- 8,0 -2-0), [6:0-4- 8,Edpel, [8:0- 5- 8,0 -2-0), [11:0 - 0.7,0.2 -0), [16:0-4-0,Edpe), [18:0 - 4- 0,Edael LOADING (pa» SPACING 2-0-0 CSI DEFL In floc) lldefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.95 15 >553 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.62 Vert(TL) - 1.1015.17 >476 180 MI116 174/126 BCLL 0.0 Rep Stress Ina YES WB 0.67 Horz(TL) 0.32 11 n/a n/a BCDL 10.0 Code FBC2001 /ANS195 (Matrix) V1eight: 2161b LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 2-6-12 oc puffins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mldpt 5.17, 7 -14 SLIDER Left 2 X 4 SYP No.3 3-1-10, Right 2 X 4 SYP No.3 3-1 -10 REACTIONS (lb /Size) 1=2396/0 -7- 4,11 =2396/0.7 -4 Max Uplift1 =1666(load case 2),11 - 16660ed case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-6238, 2- 3= -8129, 3-4=-5370, 4- 5=5055, 5-6=-5958, 6-7=-5958, 7 -8=- 5055, 8-9=-5370, 9- 10=- 6129,10.11 6238 BOT CHORD 1- 19=5815, 18- 19=5815, 17- 18= 5815,16.17 =5895,15. 16=5895,14- 15=5895, 13. 14=5815,12- 13=5815, 11- 12=5815 WEBS 3- 19=98, 3.17=- 850, 4.17 =1090, 5.17 -1045, 5-15=110, 7- 15=110, 7 -14 -1045, 8-14=1090, 9.14 -850, 9.12 NOTES • 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph; h =36ft; TCDL =5.0psf BCDL =5.0psf, Category 11; Exp C; encloaed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MI120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1686 lb uplift at joint 1 and 1666 lb uplift Cart 11. 6) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (plt Vert 1-4=-90.0, 4-8=- 90.0, 8-11 =90.0,1 -11= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (plt) Vert: 1-4=82.6, 48=92.0, 8-11 =82.6, 1 -11= -10.0 Horz: 1-4=-92.6, 8- 11=92.6 Drag: 4- 5= -0.1, 7-8=0.1 3) 1st unbalanced Regular. Lumber Increase=1.33. Plate Increase=1.33 Uniform Loads (pit) Veit 1-4=- 90.0, 4- 8= -90.0, 8.11= -30.0, 1-11=-20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-4=- 30.0, 4-8=- 90.0, 8-11=-90.0, 1-11 -20.0 Job 5A82 Truss HG1 Truss Type ROOF TRUSS 6 Ply �f 2 BEAUCHAMP CONST. 0031 Job Reference (optional) 1 REST TRUSS CO.. MIAMI. FL. BEST TRUSS CO. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Feb 1410:27:33 2005 Page 4.00 12 4x9 = 7x10 MII18H 3x6 = Plate Offsets (X,Y): [1:0- 11- 12,Edgel, [1:0-1- 1,0 -2 -01, [8:03-0,Edgel, [10:01 -1,0 2 0), [10:0.11- 12,Edgel LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.70 BC 0.70 WB 0.58 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) 1.17 14 >347 240 Vert(TL) -1.18 14 >343 180 Horz(TL) 0.28 10 n/a n/a 8 PLATES GRIP MII20 249/190 MII18H 195/188 Weight 309 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 3-5-1 oc puffins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 4-2 -13 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.31 -62, Right 2 X 4 SYP No.31$2 REACTIONS (lb /size) 1=3792/0-7- 4,10=3792/0-7.4 Max Upllft1=- 2988(load case 2),10=- 2988(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=- 10383, 2-3=-10323, 3-4=-9874, 4-5=-14870, 5.6=- 14870, 8-7 =14870, 7- 6=-9874, 8-9=-10323, 9-10=-10383 BOT CHORD 1- 17= 9712,18.17 =13708,15.16=13708,14 - 15 13. 14=13708, 12- 13=13708,11- 12=13708, 10- 11=9712 WEBS 3.17 =2838, 4.17=- 4240, 4-15= 232, 4-14= 1285, 5.14=- 899, 7- 14=1285, 7- 13=232, 7 -11=- 4240, 8.11 =2838 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as foliows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-8-0 oc, Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7 -98; 148mph; h =38ft; TCDL=5.0psf; BCDL =5.0psf; Category II; Exp C; enciosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL =1.33. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M1120 plates unless otherwise Indicated. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2988 Ib uplift at joint 1 and 2988 Ib uplift at joint 10. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 8) Girder carries hip end with 7-0-0 end setback 9) Special hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 705.8lb down and 577.OIb up at 27-4-8, and 705.81b down and 577.0Ib up at 7-0-0 on bottom chord. The design/selection of such special connection devices) Is the responsibility of others. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 3=- 90.0, 3-8=- 188.9, 8-10= -90.0, 1 -17=- 20.0,11 -17=- 42.0,10-11 -20.0 Concentrated Loads (lb) Vert: 17 =705.811 =705.8 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 3=83.9, 36=208.7, 8- 10=83.9, 1 -17 - 10.0,11 -17=- 21.0,10-11 -10.0 Horz: 1-3=-93.9, 8-10=93.9 Drag: 3-4=-0.2, 7 -8=0.2 Concentrated Loads (Ib) Vert 17 =577.011 =577.0 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-3=-90.0, 3-8=-188.9, 8-10=-30.0, 1-17=-20.0. 11- 17= -42.0, 10-11= -20.0 Concentrated Loads (Ib) Vert 17=- 705.811 -705.8 Continued on page 2 1 3 -10 -14 7-0-0 3 -10-14 3-1 -2 9-11-p 7 -0-0 0 -11-0 6-1-0 4x7 = 3 3x4 = 12 -2 -0 5 -2 -0 3x8 = 4 17 18 15 7x10 MII18H= 17 -2-4 5-0-4 3x8 = 22 -2-8 5-0-4 2 x 4 I I 5x6 WB= 5 6 3x8 = 7 2 � . 14 13 12 7x10 MI118H= 27-4 -8 1 30 -5 -10 34-4 -8 5-2-0 3-1 -2 3 -10 -14 Scale = 1:59. 4x7 = 8 11 3x4 = 9 10 4x9 = 7x10 MII18H� 3x6 = 12-2-0 17 -2-4 22 -2-8 27-4 -8 33-5 -8 3 -4�8 5-2-0 5-0-4 5-0-4 . 5-2-0 6-1-0 0 -11-0 M Job 5A82 Truss H01 Truss Type ROOF TRUSS QtY 1 Ply 2 BEAUCHAMP CONST. Job Reference (optional) 0031 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:33 2005 Page 2 LOAD CASE(S) 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1 -3 -30.0, 3.8=- 188.9, 8-10=90.0, 1-17 - 20.0,11 -17=- 42.0,10.11 -20.0 Concentrated Loads (lb) Vert 17=405.8 11 -705.8 Job 5A62 Truss HG1A Truss Type ROOF TRUSS a _ Ply 1 BEAUCHAMP CONST. 0032 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:35 2005 Page 1 3 -10 -14 I 7-0 -0 1 8-9 18-5 -2 22 -10 -13 -8 30 -5-10 1 13-7 - 34-4-8 -2 I 1 I 27-4 1 1 I 3 -10 -14 3-1 -2 1 -9 -2 4 -10-0 4 -10-0 4-5-11 4-5-11 3-1 -2 1 3 -10-14 Scale = 1:59.7 4.00 12 4x5 = 5x6 = 5x6 = 3x4 = 3x6 II 5x6 = 4x9 = 2x4 3 4 5 6 7 8 9 'iiiiiiiiiatil Lc 1111111141110 lc to , 3x4 = 18 15 14 13 12 11 3x4 3x8 I I 3x8 = 5x6 = 3x4 = 5x8 = 3x4 = 5x6 = 3x8 11 0 -1110 7-0-0 1 8-9 -2 18-5-2 27-4-8 27-1-14 33-5-8 34 -4-l8 I 0-11-0 6-1-0 1 -9 -2 9-8-0 8-11 -6 0-1-6 5 -11 -10 0-11 -0 Plate Offsets (X,Y): [1:0.0- 4,Edge), [1:0 -2- 14,0 -0-2), [4:0- 3-0,0.2 -121, [5:03- 0,0 -3-01 [8:0 -3-0 4 -121 [10:0.3.14 0-1-81 [10:0- 0- 4,Edge), [11:0. 3-0,0301, 113:0 0,0341, 115:0 -3- 0,03.41 LOADING (pst) SPACING 2-0-0 CSI DEFL in Ooc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Veit(LL) 0.09 10-11 >884 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.24 13-15 >481 180 BCLL 0.0 • Rep Stress Incr NO WB 0.60 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 157 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 8-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8.0.0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left 2 X 4 SYP No.3, Right 2 X 4 SYP No.3 REACTIONS (Ib/size) 15=280810-7 -4,13= 2181 /0. 7411 =2188/47 -4,1 =388/47- 4,10=241/0 -7-4 Max UpUNt15 - 2072(load case 2),13=- 1780poad case 2),11=- 1696(Ioad case 2), 1=- 285(loadd case 2), 10=- 159(load case 2) Max Grav15=2608(load case 1), 13=2214(load case 4), 11 =2188(load case 4),1 =388(ioad case 1), 10=242(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -633, 2-3=-119, 3. 4=-53, 4-5=580, 5. 8=406, 6. 7=406, 7- 8=408, 8- 9=156, 9- 10=224 BOT CHORD 1- 16=588, 15 -18=- 580,14-15=451, 13. 14=451, 12- 13=459,11- 12=459,10-11 =105 WEBS 2-16=-541, 3-16=-97, 4-16=1123, 4-15=-1708, 5-15=-1148, 5-13=- 955, 7- 13= -901, 8-13=- 979, 8-11=-701, 9-11= -827 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph; h =38ft: TCDL =5.OpsF BCDL =5.Opsf; Category 11; Exp C; endosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2072 Ib uplift at Joint 15,1780 Ib uplift at joint 13, 1696 Ib uplift at joint 11, 285 lb uplift at joint 1 and 159 lb uplift at joint 10. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6) Girder caries hip end with 7-0-0 end setback 7) Special hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 705.81b down and 577.0Ib up at 27-4-8, and 705.81b down and 577.Olb up at 7-0-0 on bottom chord. The design/selection of such special connection device(,) is the responsibility of others. LOAD CASE(S) 1) Regular. Lumber Increase=1.33. Plate Increase=1.33 Uniform Loads (pit) Vert 1 -3=- 90.0, 3-9.-188.9, 9-10=-90.0, 1-16=-20.0, 11-16.-42.0, 10-11=-20.0 Concentrated Loads (Ib) Vet 16=-705.8 11 -705.8 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p1f) Vert 1- 3=83.9, 3-9=208.7, 9- 10=83.9,1- 18=10.0, 11 -16 =21.0,10-11 =10.0 Horz: 1- 3=- 93.9, 9- 10=93.9 Drag: 3-4=-0.5, 8 -9=0.2 Concentrated Loads (Ib) Vert 16=577.011 =577.0 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1 -3 -90.0, 3-9=- 188.9, 9-10.-30.0,1-16=-20.0, 11-18=-42.0, 10-11 -20.0 Concentrated Loads (lb) Vert 16=-705.8 11 -705.8 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p Vert 1 -3= -30.0, 3-9=-188.9, 9-10=-90.0, 1- 16=-20.0, 11-16=-42.0, 10-11 -20.0 Continued on page 2 Job 5462 Truss HG1A Truss Type ROOF TRUSS QH 1 Ply 1 BEAUCHAMP CONST. 0032 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 14 10:27:35 2005 Page 2 LOAD CASE(S) Concentrated Loads (lb) Vert 16=- 705.811= -705.8 Job 5A62 Truss HH1 Truss Type ROOF TRUSS 8 BEAUCHAMP CONST. Job Reference (optional) 0033 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 Mrrek Industries, Inc. Mon Feb 141027:37 2005 Page 1 4 -10-14 9-0-0 15-3-6 1 21 -6-12 1 1 ( 1 4 -10-14 4-1 -2 6-3-6 6-3-6 Scale = 1:37.5 4x8 — 3x8 = 3x4 = 3x4 II 4.00 I 12 4 5 6 7 EMI III II 2x4 3 � 0.4 I �� • I�i'I 3x8 .1- 12 11 10 9 8 4x9 = 3x8 = 3x4 = 2x4 II 3x4 = 3x4 = -11-0 9-0-0 15-3 -6 1 21-6-12 1 0 1 0-11-0 8-1-0 8-3-6 8-3-8 Plate Offsets (X,Y): 11:0-1-1,0-2-01 LOADING (psf) SPACING 2-0.0 CSI DEFL in (km) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) 0.17 9-11 >999 240 MO20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.23 1 -11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 106 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 3-9-1 oc purtins, except end ver8cals. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 454 oc bracing. VVEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 SLIDER Left 2 X 4 SYP No3 2-0-7 REACTION (Ib/size) 8=1161/Mechanical,1 =114910.74 Max Harz 1 =281(load case 2) Max UPNR8=- 869(load case 2), 1 - 788(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2707, 2- 3=- 2838, 34=- 2214, 4- 5= -2063, 5-6=-100, 6-7=- 100, 7- 8=-259 BOT CHORD 1- 12=2503,11 -12= 2503, =1773, 9- 10=1773, 8-9=1773 WEBS 3-11=-475, 4-11 =177, 5- 11=324, 5.9=99, 5-8= -1887 NOTES 1) Wand: ASCE 7-98; 146mph; h =3611; TCDL =5.0psI, BCDL =5.0pst Category II; By C; endosed;C-C interior zone; cantilever left end right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical commotion (by others) of truss to bearing plate capable of withstanding 869 Ib uplift at )olM 8 and 786 lb uplift at)oint 1. 5) This truss design c cnfomhs with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increese=1.33, Plate Increas1.33 Uniform Loads (pt0 Vert 1-4- 90.0, 4-7=-90.0, 8-12= -20.0 2) C-C Wnd: Lumber Increase=1.33, Plate In aease=1.33 Uniform Loads (pt) Vert 14=821, 4. 7=92.0,8.12= -10.0 Hoz: 1- 4=-92.6 Drag: 4- 5=-0.1 Job 5A62 Plate Offsets PLY): 11:0.2- 9,04-81 LOADING (pat) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss HH2 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 Truss Type ROOF TRUSS 1 CIS TC 0.51 BC 0.68 WB 0.47 (M) DEFL In (loc) Vdefl Lid Vert(LL) 0.16 1-9 >999 240 Vert(TL) -0.32 1 -9 >804 180 Horz(fL) 0.06 7 n/a n/a BEAUCHAMP CONST. 0034 Job Reference (optlonre0 5.100 s Mr 25 2003 MiTek Industries, Inc. Mon Feb 1410.27:38 2005 Page 1 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 10 3x6 = 3x4 = 1 0 - 111 0 -11- 0 5 -10-14 5 -10-14 fl 2 3x6 4.00 Fri 3 2x4 11 -0 -0 10 11-0 -0 5-1 -2 4x9 = 4 9 8 3x4 = 3x8 = 1 - 16 -1 -10 5-1 -10 3x4 = 5 21 -6-12 10 -6-12 21-6-12 5-5-2 Scale = 1:37.5 3x4 I I 8 7 3x4 = PLATES GRIP MI120 249/190 Weight 1051b LUMBER BRACING end verticals. CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 37-13 oc puffins, except BOT CHORD Rigid ceding directly applied � 4-5-3 oc bracing. WE BS 2 X 4 SYP No.3 N CHORD 2 X 4 SYP Not WEBS 1 Row at mddpt E SLIDER Left 2X4 SYP No.32 -6-12 REACTIONS (Ib/size) 7=1161/Mechanical, 1=1149/0-7-4 Max Horz 1 =343(load case 2) Max UPIVt7=- 870poad case 2), 1=- 768(ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -2642, 2 -3 -2569, 3-4=- 1918, 4-5=- 1754, 5. 8=-81, 6-7= -229 BOT CHORD 1- 1042442, 9- 1042442, 8- 9=1271, 7- 8=1271 WEBS 3-9=- 735, 4-9=106, 5-9=601, 5.7= -1453 NOTES 1) Wind: ASCE 7-98; 148mph; h=36ft; TCDL=5.0psf; BCDL=5.0pst Category II; Exp C; enclosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate 3) Refer to girder(s) dder(s) for buss to 9 to b cotyledons. . 4) Provide mechanical won (by others) of buss to bearing plate capable of withstanding 870 Ib uplift at Joint 7 and 766 Ib uplift at )ol nt 1. 5) This trues design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1-4- 90.0, 4.6= -90.0, 7 -10= -20.0 2) C-C Wind: Lumber lnc ease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: j.482.6,48=92.0,7-10410.0 4 Harz: 1-4=-92.6 Drag: 45=-0.1 Job 5A82 Truss HH3 Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0035 Job Referencelvtionad BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:39 2005 Page 1 6 -10-14 13-0 -0 17 -1 -10 21 -6-12 6 -10-14 6-1 -2 4-1 -10 4-5-2 Scale = 1:37.5 4.00 12 44 = 3x4 = 2x4 11 5 8 7 3x4 13 11 3x4 3 4 ■ i Q • III 6 3x4 - 3x4 12 11 10 9 8 3x4 = 2x4 11 3x4 = 3x8 = 3x4 = 3x4 = -11-0 8 -10 -14 13-0-0 1 21-6-12 1 1 0 0-11-0 5 -11 -14 6-1-2 8 -6-12 Plate Offsets (X,Y): 11:0. 3-9,0.1 -81 LOADING (psf) SPACING 2-0-0 CSI DEFL In Ooc) I(defl lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.85. Vert(LL) 0.14 11 >999 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.53 Vert( L) -0.17 1 -11 >999 180 BCLL 0.0 Rep Stress In YES WB 0.82 Honz(TL) 0.05 8 nla n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 1121b LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 3-8-1 oc purlins, except and verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 482 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-1 -10 REACTIONS Oblsize) 8=1181/Mechanlcal,1 =1149/0.7 -4 Max Horz1=40S(load case 2) Max UpIif8=- 872(load case 2),1 =748(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -2809, 2- 3= -2524, 3-4 -1589, 4-5=-1479, 5.8=- 1403, 8- 7=-48, 7- 8=-190 BOT CHORD 1- 12=2398,11- 12=2398,10.11 =2398, 9.10=2398, 8 -9=918 WEBS . 3-11 =127, 3-9=- 1080, 5. 9=-10, 8. 9=723, 8# -1243 NOTES 1) Wind: ASCE 7 -98; 148mph; tr3t3ft TCDL=5.0psf•, BCDL=5.0psF, Category 11; Exp C; endosed;C -C interior zone; cantilever left and right exposed :Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate e to 3) Refer to girder(s) ) for truss truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 872 lb uplift at joint 8 and 746 Ib uplift at joint 1. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Inaease=1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert 1- 5= -90.0, 5-7=-90.0, 8-12= -20.0 2) C-C Wind: Lumber In 1.33, Plate Inc a 1.33 Uniform Loads (off) Vert 1- 5=82.8, 5. 7=92.0, 8-12=-10.0 Haz:1 -5= -92.8 Drag: 54= -0.1 Job 5A62 Truss HH4 Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0038 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Feb 1410:27:40 2005 Page 1 7 -7 -14 15-0-0 21 -6-12 7 -7 -14 7-4-2 6-6-12 Scale = 1:37.5 4x8 = 3x4 11 4.00 12 4 5 r 5x8 3 2 3x4 3x4 3x4 = 9 8 7 6 3x4 = 2x4 11 3x4 = 3x4 = 3x4 = -11-0 7 -7 -14 15-0 -0 1 21-6-12 1 1 0 1 0-11-0 6-8 -14 7-4-2 6-6-12 Plate Offsets (X,Y): [1:0- 3.9,0.1 -81, [3:0.40,0.301, 14:0 -5- 4,0.2 -01 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loo) Wed L/d PLATES GRIP 249/190 TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.18 1 -9 >999 240 MI120 TCDL 15.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.20 1 -9 >999 180 BCLL 0.0 BCDL 10.0 Rep Stress In YES Code FBC2001 /ANSI95 WB 0.84 (Matrix) He z( L) 0.08 8 We n/a Weight 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 3-7 -2 oc pudUre, except end verticals. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 4-8.3 oc bracing. WEBS 2X4 SYP No.3 WEBS 1 Row at mldpt 3-7, 4.8 SLIDER Left 2 X 4 SYP No.3 3-8.8 REACTIONS (Ib/sllze) 01181/Mechanical, 1=1181/0-7-4 Max Harz 1=488(ioad case 2) Max UpIIft8=- 873(Ioad case 2), 1=- 720(lcad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2= -2583, 2-3=-2489, 3-4- 1277, 4- 5=-47, 5-8=-250 BOT CHORD 1-9 =2350, 8. 9=2357, 7- 8=2357, 8-7 =1128 WEBS 39=184, 3-7= -1313, 47=551, 4-5=-1374 NOTES 1) Wbrd: ASCE 7-98; 148mph; h=36ft; TCDL=5.0psf, BCDL =5.0ps1 Category II; Exp C; enclosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip D0L=1.33. 2) Refer to girder(s) � for to truss c onnectlon� g s . 4) Provide mec harical connection (by others) of buss to bearing plate capable of wlthstamdng 873 Ib uplift at Joint 8 and 720 Ib uplift at Jdnt 1. 5) This truss design conforms with Florida Budding Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regutat: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pd) Vert 1-4 -90.0, 4-5=-90.0, 1-8=-20.0 2) C-C Wald: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p1» Vert 1- 4=82.8, 45=92.0, 1-8=-10.0 Harz: 1-0-92.8 Drag: 4- 5=-0.1 Job 8A82 Truss HH5 Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0037 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:412005 Page 1 11 4 - 1 4-10-14 9-0-0 13-8 -2 18 -7 -12 T1 0-11-0 1-0-0 4 -10-14 4-1 -2 4-8-2 4 -11 -10 Scale = 1:36.4 5x8 = 3x4 = 2x4 II 4.00 FiT 5 8 7 a II 2x4 4 3 i c� 1 2 rfl 1 3x10 = 10 8 8 3x8 = 3x4 = 3x4 = 9 -0-0 18 -7 -12 I I 9-0-0 9-7 -12 Plate Offsets (X,Y): [3.'0 -3- 12,0 -1-81, [5:0-4- 0,0 -2 -3) LOADING (list) SPACING 2-0-0 CSI DEFL in Ow) I(defl lid PLATES GRIP TCLL 30.0 Plates Inaease 1.33 TC 0.88 Vert(LL) 0.30 3-10 >770 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.71 Vert(TL) 0.28 3-10 >829 180 BCLL 0.0 Rep Stress Ina YES WB 0.73 Haz(TL) -0.08 8 nla n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 99 Ib TOP CHORD 2 X 8 SYP Not 'Except* TOP CHORD Sheathed or 3-10-3 oc purMs, except end verticals. 5.7 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 5-11.8 oc bracing. Except BOT CHORD 2X4 SYP No2 2 Rows at 1/3 p8, 3-10 WEBS 2 X 4 SYP No.3 REACTION (113/size) 8=984/Mechanical, 2=996/0.7 -4 Max Horz2=382(Ioad ease 2) Max Upllft8=- 844([oad case 2), 2=983(Ioad case 2) FORCES (Ib) - First Load Case Only . TOP CHORD 1 -2=28, 2- 3= -218, 3-4 -2498, 4-5=- 1851, 5-6=- 1507, 6- 7=-82, 7 -8=-209 BOT CHORD 3- 10=2364, 9. 10=1143, 8-9=1143 WEBS 4- 10= -908, 5. 10=98, 810=438, 8-5=-1253 NOTES 1) Wind: ASCE 7-98; 148mph; h =38ft; TCDL =5.0ps1; BCDL =5.0psf, Category II; Exp C; enclosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to trues connections. • 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 Ib uplift at joint 8 and 983 lb uplift at joint 2. 5) Beveled plate or shbn required to provide full bearing surface with truss chord at joint(s) 2. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1 -2 -90.0, 2- 3=- 110.0, 3.5 -90.0, 5.7= -90.0, 8-9= -20.0 2) C-C VMnd: Lumber Increase=1.33, Plate Increase=1.33 Untforrn Loads (plf)) Vert 1- 2=200.7, 2- 3=73.9, 3- 5=83.9, 5- 7=93.4, 8-9= -10.0 Horz:1 -2=- 210.7, 2-5= -932 Drag: 5-8= -1.1 Job 5A82 Truss HH8 Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0038 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 14 1027:43 2005 Page 1 11- 9 -1-0-0� 5 -10-14 11-0 -0 18 -7 -12 T1- 0-11-0 1-0-0 5 -10-14 5-1 -2 7 -7 -12 Scale = 1:38.4 4.00171i 4x9 = 4x9 = 8 7 4x9 2x4 5 u: 4 �• �� 4. 3 • 2 el 1 iii i i 3x6 = 10 9 8 3x8 = 3x4 = 2x4 II 11 -0-0 18 -7 -12 I I 11 -0-0 7 -7 -12 Plate Offsets (X.lf): (7:Edge,0 -1 -12) LOADING (pat) SPACING 2-0-0 CSI DEFL in (lac) Udell IJd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.38 3-10 >808 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.87 Vert(TL) 0.35 3-10 >881 180 BCLL 0.0 Rep Stress in YES WB 0.58 Horz(TL) -0.08 8 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) fight 97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not *Except' TOP CHORD Sheathed or 3-10-11 oc portion, except end verticals. 1-5 2 X 8 SYP Not BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. BOT CHORD 2 X 4 SYP Not WEBS 1 Row at midpt 7 -10 WEBS 2 X 4 SYP No.3 *Except* 7.82X4 SYP No2 REACTIONS (lb/size) 8=984/Mechanical, 2=998/07 -4 Max Horz2=444(load case 2) Max Upifft8=- 845(load case 2), 2 - 982(load case 2) FORCES Ob) - First Load Case Only TOP CHORD 1 -2=28, 2- 3= -218, 3.4=- 2328, 4-5=- 1385, 5-3=- 1222, 8.7 =1214, 7- 8=-883 BOT CHORD 3-10=2194, 9. 10=125, 8 -9=125 WEBS 410 -1023, 8-10=- 172, 7- 10=1220 NOTES 1) Wind: ASCE 7-98; 148mph; h =381L TCDL =5.0psf; BCDL =5.Opsf, Category II; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 845 lb uplift at Joint 8 and 982 lb uplift at joint 2. 5) Beveled plate or shim required to provide full beating surface with truss chord at Jotrd(s) 2. 8) This truss design conforms with Florida Building Code 2001, based on parameters trrdic ated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Incxease=1.33 Uniform Loads (lilt) Vat 1 -2 -90.0, 2-9=-110.0, 38=90.0, 8.7=- 90.0, 8-9=-20.0 2) C-C Wind: Lumber Incxease=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1- 2=200.7, 2- 3=73.9, 3-9=83.9, 8- 7=93.4, 8-9= -10.0 • Horz:1 -2=- 210.7, 2-8=-93.9 Drag: 8. 7=-0.1 Job 5A82 Truss HH7 Truss Type ROOF TRUSS 1; _ ply 1 BEAUCHAMP CONST. 0039 Job Ref (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Feb 14 10:27:44 2005 Page 1 i1- 11- 4 -1-0-0� 6-10-14 13 - 18 - - 1 0-11-0 1-0-0 6 -10-14 8-1 -2 5-7 -12 Scale = 1:36.4 4.00 12 4x9 2x4 1 8 7 15 el: 4x9 2x4 5 11111~ �i • 3x8 = 10 9 8 j 3x4 = 3x4 = 3x4 = 9-7-0 18 -7 -12 1 9-7-0 9 -0-12 1 Plate Offsets (X,Y): 13:0- 312,0.1- 81,18:048,0.1 -121 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loo) I/defl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.92 Vert(LL) 0.37 3-10 >823 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.78 Vert(TL) -0.50 3-10 >481 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Harz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 981b LUMBER BRACING TOP CHORD 2 X 4 SYP Not 'Except' TOP CHORD Sheathed or 2-9-3 oc purfns, except and verticals. 1-5 2 X 8 SYP Not BOT CHORD Rigid ding directly applied ar 4-1-4 oc bracing. BOT CHORD 2 X 4 SYP Not WEBS 1 Row at midpt 88 WEBS 2X4 SYP No.3 REACTIONS (Ib/size) 8=1054/Mechtmical, 2=1147/0 -7-4 Max Horz2=507(load case 2) Max Uplift8=- 802(load case 2), 2=- 887(load case 2) FORCES (Ib) - Flrst Load Case Only TOP CHORD 1 -2=28, 2- 3=- 254, 3-4=- 2533, 4-5=- 1818, 5.8=- 1794, 8. 7=-55, 7-8= -231 BOT CHORD 3- 10=2392, 9- 10=991, 8.9=991 WEBS 4-10=- 985, 8- 10=1015, 86=-11951 NOTES 1) Wind: ASCE 7-98; 148mph; h=3811: TCDL =5.0psf, BCDL =5.0psf•, Category II; Exp C; endosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for trues to truss connections. 4) Provide mechanical connectlon (by others) of truss to bearing plate capable of withstanding 802 Ib uplift at joint 8 and 887 Ib uplift at joint 2. 5) Beveled plate or shin required to provide full bearing surface with truss chord at pings) 2. 8) This buss design contours with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1- 2= -90.0, 2- 3=- 110.0, 3- 8= -90.0, 8-7=-90.0, 3-8=-20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (fat) Vert 1- 2=200.7, 2- 3=73.9, 3-8=83.9, 8. 7=93.4, 3-8=-10.0 Holz: 1 -2 - 210.7, 2-8= -93.9 Drag: 8. 7=-0.1 Job 5A82 Truss HH8 Truss Type ROOF TRUSS Qty 1 1 BEAUCHAMP CONST. Job Reference (optional) 0040 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. T1 -11-9- 1-0-0 0-11-0 1-0-0 7 -10-14 7 -10-14 9-7-0 9-7-0 3x4 5.100 s Mar 25 2003 MITek Industries, Inc. Mar Feb 1410:27:45 2005 Page 1 15-0-0 7 -1 -2 4.00 12 3x4 = 18 -7 -12 9-0-12 4x9 = 6 18 -7 -12 3-7 -12 7 Scale = 1:36.4 2x4 If 3x4 = Plate Offsets (X,Y): [3:0.3. 12,0 - 1.8),[4:0.1- 14,0 -1- 01,[8:0- -8,0 -1 -121 LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.92 BC 0.77 WB 0.97 Wait() DEFL in (loc) Vdefl IJd Vert(LL) 0.41 3-10 >558 240 VertfL) -0.55 3-10 >418 180 Horz(TL) 0.09 8 We Na PLATES GRIP MII20 249/190 Weight 100 lb LUMBER TOP CHORD 2 X 4 SYP No.2 *Except* 1- 52X8SYPNo.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X4 SYP No.3 REACTIONS Ob /size) 8=1054/Mechanical, 2.114710.7 -4 Max Horz2=569(loat case 2) Max Uplift- 803(load case 2), 2=- 848(Ioa) case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2.28, 2 3 -254, 3-4- 2403, 4-5•- 1933, 5-8= -1888, 8 -7 =22, 7.8= -108 BOT CHORD 3- 10=2262, 9. 10=827, 8.9=827 WEBS 4- 10.448, 6. 10=1474, 8-84-1081 BRACING TOP CHORD Sheathed or 2-8-10 ac purflns, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-9 ac bradng. NOTES 1) Wind: ASCE 7-98;148mph; h =38fG TCDL =5.0ps1, BCDL=5.0pst Category II; Exp C; endosed;C -C nterior zone; cantever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 803 Ib uplift at joint 8 and 848 lb uplift at joint 2. 5) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. 8) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1- 2= -90.0, 2- 3=- 110.0, 3-6=-90.0, 6.7=- 90.0, 34= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 2=200.7, 2- 3=73.9, 38=832, 6-7=93.4, Haz:1 -2=- 210.7, 2-8= -93.9 Drag: 6.7=-0.1 Sob 5A82 Truss HH9 Truss Type ROOF TRUSS Qh 1 Ply 1 BEAUCHAMP CONST. Job Reference (optional) 0041 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 1 0 -11-0 0-11-0 6-2-8 6-2-8 9-7-0 8-8-0 11 -7-4 5-4-12 5.100 s Ma 25 2003 MiTek Industries, Inc. Mon Feb 141027:46 2005 Page 1 4.00 12 17-0 -0 5-4-12 18 -7 -12 9-0-12 18 -7 -12 1 1 -7 -12 3x4 = 3x4 I I 8 7 Scale = 1:38.4 Plate Offsets (X,Y): [1 0 3 9,01-0], 14:0 -2- 12,0.3-0), (6:0.2 -0,0 -2 -13) LOADING (pan) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Inc' YES Code FBC2001 /ANSI95 CSI TC 0.78 BC 0.51 WS 0.80 (Matrix) DEFL in (loc) Vdefl L!d Vert(LL) 0.13 1 -10 >999 240 Vert(TL) -0.21 1 -10 >999 180 Hoz(TL) 0.04 8 n/a n/a PLATES GRIP MI120 2491190 VMght 92 Ib LUMBER TOP CHORD 2 X 4 SYP Not BOT CHORD 2 X 4 SYP Not WEBS 2X4SYPNo.3 SLIDER Left 2 X 4 SYP No.3 2 -8-15 REACTIONS (03/size) 8=1001/0. 3.4,1 =989/0-7 -4 Max Holz 1 =535(load case 2) Max Uplif8=-770(load core 2), 1=- 595(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -2150, 2-3=- 2074, 3- 4= -1589, 4.5= -1430, 5-8= -188, 84= -83, 7-8= -279 BOT CHORD 1 -11 =1973,10.11 =1973, 9- 10=1183, 99=1183 WEBS 3.10=- 815, 5- 10=557, 5- 04-1287 BRACING TOP CHORD Sheathed or 3-11-10 oc outline, except end verticals. BOT CHORD Rigid ceiling directly applied or 4.10-0 oc bracing. WEBS 1 Row at mldpt 5-8 NOTES 1) Unbalanced roof We loads have been considered for itch design. 2) VNnd: ASCE 7- 98;146mph; h =38ft TCDL =5.0ps1, BCDL =5.0psf, Category II; Exp C; enclosed;C-C interior zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DODO.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 770 lb uplift at joint 8 and 595 Ib uplift at Joint 1. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-6=- 90.0, 8-7=-90.0, 8- 11= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Unlfam Loads (pit) Vert 1- 6=83.9, 8. 7=93.4, 8-11=-10.0 Herz: 14=-93.9 3) 1 st unbalanced Regular Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert 1.8= -90.0, B-7 =90.0, 8-11= -20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Unffom Loads (pit) Vat 1-8=- 30.0, 6.7= -90.0, 8-11=-20.0 Job 5A62 Truss HHG1 Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0042 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 141027:47 2005 Page 1 3 -10-14 7-0-0 11 -10-3 18-8 -5 21 -9-4 3 -10-14 3-1 -2 4-10 -3 4-10 -3 5-0-15 Scale = 1:37.7 7x10 MII18H= 4.00 rii 5x8 = 5x8 = 3x8 = 3 4 5 6 in ri cs II i ■ Y III d 11 7x10 MII18H� 10 9 8 7 4x12 = 5x8 = 5x8 WB= 3x4 = 3x8 = 3x8 = -11-0 7-0-0 14-3-4 21-9-4 ' 0 F 0-11 -0 8-1-0 7 -3-4 7-8-0 Plate Offsets ((,Y): [1:0- 11- 9,Edge), [1:0-0-7,0-2-01, [3:0-8-4,0-2-41, [4:0- 3-0,0 -3-01, [5:0.2- 8,0341, [10:0. 30.0 -3-01 LOADING (pat) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase t33 Lumber Increase 1.33 Rep Stress Ina NO Code FBC2001 /ANSI95 CSI TC 0.88 BC 0.85 WB 0.83 (Matrix) DEFL in (loc) Udell Lid Vert(LL) 0A6 8-10 >558 240 Vert(TL) -0.53 8-10 >478 180 Horz(L) 0.14 7 n/a n/a PLATES GRIP MI120 249/190 MII18H 195/188 Weight 100 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS *Except* TOP CHORD Sheathed or 2 -7 -5 oc plans, except end verticals. 5.8 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 2 -10.12 oc bracing. BOT CHORD 2 X 4 SYP SS WEBS 1 Row at mldpt 5-7 WEBS 2 X 4 SYP No.3 *Except* 8.7 2 X 8 SYP No2, 5.7 2 X 4 SYP Not SLIDER Left 2 X 4 SYP No.3 1-8-2 REACTIONS (Ib/size) 7.2551/Mechanical, 1=2234/0-7-4 Max Harz 1 =220(loral case 2) Max Up1ift7=- 2038(oad case 2), 1=- 1707(loal case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -5850, 2- 3= -5788, 3-4 - 5500, 4- 0=-5215, 5404- 288, 8.7.479 BOT CHORD 1 -11 =5430,10.11=5430, 9- 10=5955, 8- 9=5955, 74187 WEBS 310= 1147, 4.104-510, 4-8=-1038, 5-8.1488, 5.7= -4343 NOTES 1) Wind: ASCE 7- 98;148mph: h=36ft TCDL =5.0psf; BCDL =5.0psf: Category II; Exp C; enclosed ;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate drainage to prevent water pending. 3) At plates are MI120 plates unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2038 Ib uplift at Joint 7 and 1707 Ib uplift at joint 1. 8) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 7) Girder caries hip end with 7-0-0 end setback 8) Special hanger(s) or other commotion device(s) shall be provided sufficient to support concentrated load(s) 705.81b down and 588.9Ib up at 7-0-0 on bottom chord. The design/selection of such special connection device(a) Is the responsibility of others. LOAD CASE(S) 1) Regular Lumber Inaease=1.33, Plate Increesa=1.33 Uniform Loads (pt) Vert 1- 3=- 90.0, 3$4- 188.9,10 -11= -20.0, 7 -10= -42.0 Concentrated Loads (Ib) Vert 10= -705.8 2) C-C Wnd: Lumber lnc eese41.33, Plate Inaeese=1.33 Uniform Loads (p11) Vert 1- 3=82.8, 30=205.8,10.11= - 10.0, 7- 104-2t0 Haz:1 -3= -92.8 Drag: 3-4=-0.2 Concentrated Loads (Ib) Vert: 10=588.9 Job 5A62 Truss HHG2 Truss Type ROOF TRUSS Oy 1 2 BEAUCHAMP CONST. 0043 Job Reference (colonel) 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Feb 1410 2005 Page 1 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. T1-111-1-0-01 3 -10-14 7-0-0 1 1-0 1 14 -10-12 1 18 -10-4 0-11-0 1-0-0 3 -10-14 3-1 -2 4-0-4 3 -10-8 3 -11-8 Scale = 1:38.6 2 3 3x8 = 4.001 4 2x4 II 5x8 = 5 2x4 II 6 3x4 B B 14 13 12 11 3x4 = 3 -10-14 7-0-0 11-0-4 3 -10-14 3-1 -2 4-0-4 3x8 = 3x4 = 3x8 = 7 10 2x4 II 3x4 II 8 9 3x6 = 14 -10-12 18 -10-4 3 -10-8 3 -11-8 Plate Offsets (X,Y): [3:0-3-12,0-1-81.1511-5-4,0-2-91 LOADING (pst) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.96 BC 0.93 WB 0.45 (Matrix) DEFL hh poc) 1/den lid Vert(LL) 0.26 13-14 >903 240 Vert(TL) -02413 -14 >958 180 Horz(TL) -0.09 9 n/a n/a PLATES GRIP MI120 249/190 Weight 211 Ib BiACING TOP CHORD 2 X 8 SYP Not 'Except* TOP CHORD Sheathed or 5-2-3 oc !wrens, except end verticals. 5.8 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing. BOT CHORD 2 X 4 SYP Not WEBS 2 X 4 SYP No.3 'Except* 8- 92X6 SYP No2 REACTIONS (Ib/size) 9=2348/Mechanical, 2=1889/0.7 -1 Max Hoz2=326(load erase 2) Max Uplft9=- 2024(load case 2). 2=1756(load case 2) FORCES (Ib) - Fist Load Case Only TOP CHORD 1 -2=28, 2-3 -435, 34=- 5973, 4- 5= -5086, 55=-4665, 6- 7=-4659, 7-1= -162, 59.389 BOT CHORD 314=5704,13- 14=5704, 12- 13=4867,11- 12=3083,10.11 =3063, 9. 10=3063 WEBS 4-14= 114, 4-13=-970, 5-13=1104, 5-12=- 240, 8-12=- 740, 7- 12=1871, 7- 10=130, 7 -9= -3437 NOTES 1) 2-ply buss to be connected together with 10d Common(.14rx3') NaMaas follows: Top chords connected as foliose: 2 X 4 -1 row at 0-9-0 oc, 2 X 8 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0.8.0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) A E;1 6mph; h TCDL=5.0psf; BCDL=5.0pst: Category II: Exp C; end� zone; hderior z e; cantilever left and right exposed ;Lumber late 8 33 3) Provide adequate drainage to prevent water ponding. 4) Refer to ghder(s) for truss to truss connections. 5) Provide mechanical cannecnon (by others) of truss to bearing plate capable of withstanding 2024 lb uplift at joint 9 and 1756 Ib uplift at joint 2. 8) Beveled plate or shim required to provide full bearing surface with buss chord at jotrd(s) 2. 7) design 7 setback Code 2001, based on parameters Indicated. 8) 9) chord. The design/selection or other nnectlon device(s) shall commotion provided > suffident to lose @ of load(s) 705.81b down and 577.01b up at 7-0-0 on bottom hor LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p1) Vert 1 -2= -90.0, 2- 3=- 110.0, 3- 5= -90.0, 58= 199.7,11 -13=- 24.4, 9-11=-44.4 Concentrated Loads (Ib) Vat 13= -705.8 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (0) Vet 1- 2=200.7, 2- 3=73.9, 3. 5=83.9, 5. 8=221.3,11- 13=122, 9.11= -222 Horz: 1-2=-210.7, 2-5= -93.9 Drag: 5-6= -2.9 Concentrated Loads (Ib) Vert 13=577.0 4'E01=Z 71 01-1 8'Z91= `4136=2 VGA (iId) 99301 uuMun £E" LceSeeJ eield '££' 1 u1 iequurl :PPM 3 (Z O'OZ '0"06 VGA t d) spool wiollun ge•i=esseuoui aPrld'£s'L W Jeciturn :remeea (S)3SVO a vOI 'pe)eoipul steed uo Peom' 1002 epoO 6upspng mums 431M su u61eeP 990 sPll (9 'pwi McI�LI ' SUMP= Oo 6up eq PEpuBIS uON (9 £ Mlle 8➢dn qj 9L Pue Z P4o(P; gpdn ql 881 6WPuWsq jo elgedeo eIeId 6 W 99 9 W 990410 1 (941 oO 1 1 9904 u o IUMPO oL (E •suoppauuoo ssrui o) BIM Jo1(s) /919L1 (Z Ve 1 = -OO dli MO EE' 1 =100 .liquor /: Pssodxo PPP Pus gel JOAOpuMO :auoz /01191u13 -3 P8SOPus :O dx3 II tio683e'J "9=1008 d0'g =1001 q{8£ =4 !4dru9bL 88 33Sd :PWM ( L 931ON 091 090H3 109 ZLL=Z 0 I0HO d01 LNO 8893 P 4 - (ql) S331:1Od (Z esee Peol)92 '(Z 9990 P90»981 xeW (Z 8930 P 1Z °See PeOULLE SON IeONs4OeW/01.4 VoiustP010/ 3,Z (e49/01) SNOIU0V39 •6upeiq 00 049 JO Pepdde 61411e0 P16H MOHO 109 Z'0N dAS 4 X Z 0 l0H3109 'sulWrd 00 041 JO Pe41 (3:10H3 d01 Z•oN dAS 4 X Z OLIOHO dOl MOWS 931119111 qI £ 44 061/6K OZ1M dRlO S31Vld BPI e/u 00'0 (1l)voH 091 666< 1 070- (1J)IuM 011 666< 1 00'0 ( P/1 PP/1 (OOD LEI 1430 (xWMW) 00'0 BM 60'0 39 90'0 31 ISO 961SNV/LOOZ3Bd GPOO S3A J CIS deli £E'1 OS Q13UI l ££•1 es1OUl seWld 04Z ENNIOVdS 0'01 1009 0'0 1139 0'91 1031 0'0£ 1131 9NKIVO1 5'41. = 9180S I. aped 5002 64:LZ -0141 gad LoW 'Dui `$eP1 )Ie11W OCOZ 9L JBW a 00129 0 0 = 4x2 L OO SSnal 1S38 'is 'IWVIW ' 03 SSntll J.S39 4600 (leuopd0) eOueie{ea qq' 19NO3 d&1VH311V39 Ad 4Z X10 SSnal ed6/ ssrul 1r SSW/ gar 5A82 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. LOADING (Isft TCLL 30.0 TCDL 15.0 BOLL 0.0 BCDL 10.0 cL 0-11-0 0-11-0 Truss J10 Plate Offsets (X,Y): [1:0.1- 14,0.0. 21,11:0- 0- 4,Edge1 LUMBER TOP CHORD 2 X 4 SYP Not BOT CHORD 2 X 4 SYP Not WEBS 2 X 4 SYP No.3 WEDGE Left 2 X 4 SYP No.3 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 REACTIONS (113/size) 4=537/0.7 -4,1 =537 7-4 Max Horz 1 =309poad case 2) Max Upiift4-402(load case 2), 1 - 294(load case 2) FORCES ilia) - First Load Case Only TOP CHORD 1- 2-705, 2 -3=-79 BOT CHORD 1 -4=813 WEBS 2.4= -715, 3-4=-75 Truss Type ROOF TRUSS H-7 -5 8-7 -5 CSI TC 0.94 BC 0.74 WB 0.23 (Mefrbc) 10-2 -8 9-3-8 1 DEFL In (Ioc) Udell Ud Vert(LL) 0.17 1-4 >709 240 Vert(TL) -0.44 1-4 >289 180 Horz(TL) -0.01 4 n/a n/a BEAUCHAMP CONST. Job Reference (optional) BRACING TOP CHORD Sheathed or 8.0-0 oc Wins. BOT CHORD Rigid ceiling directly applied or 7 -9.12 oc bracing. NOTES 1) Wind: ASCE 7-98; 148mph; h =27fk TCDL =5.0pef•, BCDL =5.0ps1, Category II; Exp C; enclosed;C-C Interior zone; cantilever let and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanlcal connection (by others) of truss to bearing plate capable of withstanding 402 Ib uplift at Joint 4 and 294 Ib uplift at Joint 1. 3) This trues design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Unifonm Loads (p10 Vert 1- 3=- 90.0,1.4= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Urdfanu Loads (pit) Vert 1-3=81.3, 1-4=-10.0 Harz: 1-3=-91.3 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:50 2005 Page 1 10-2 -8 3 - 3 PLATES GRIP MI120 249/190 Weight 43 Ib 0045 2x4 II Scale = 1:19.4 3 Job 5A62 Truss J10A Truss Type ROOF TRUSS Qty 3 Ply 1 BEAUCHAMP CONST. 0048 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Feb 1410:27:512005 Page 1 5-5-6 10-3-0 5-5-6 4 -9-10 2x4 II SC919 = 1:19.5 3 II 4.00 12 2x4 AIIIP' 1 MI 3x4 = illilibli Illis' ii' .1 .111 3x8 I I 3x4 = 0-11-0 10-3 -0 I I 0-11-0 9-4-0 Plate Offsets (X,Y): [1:0- 2- 14,0.0. 21,[1:0.0- 4,Edge1 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deli Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) 0.09 1-4 >999 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.62 Vert(TL) -0.38 1-4 >326 180 BCLL 0.0 Rep Stress In YES WB 0.39 Horz(TL) -0.01 4 N8 nla BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) fight 45 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 5-11 -9 oc purflns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-10.9 oc bradng. WEBS 2 X4 SYP No.3 WEDGE Left 2 X 4 SYP No.3 REACTIONS (03/size) 4=53910. 7.1,1 =539/0-7-4 Max Horz1 =329(load case 2) Max Uplft4 =434(load case 2), 1=- 320(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-880, 2-3=-87 BOT CHORD 1.4=796 WEBS 2-4= -847, 3.4= -163 NOTES 1) Wind: ASCE 7- 98;148mph: h=38ft; TCDL =5.0ps1 BCDL =5.Opsf; Category II; Exp C; enclosed:C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 Ib uplift Colin 4 and 320 Ib uplift at )dnt 1. 3) TMs truss design conforms with Florida Bolding Code 2001, based on parameters Indicated. LOAD CASES) 1) Regular Lumber In 1.33, Plate Inc ease=1.33 Uniform Loads (pity Vert 1-3=- 90.0,1.4= -20.0 2) C-C Wind: Lumber lncrease=1.33, Plate Inrrease=1.33 Uniform Loads (pit) Vert 1-3=88.9, 1-4=-10.0 Horz:1 -3= -96.9 • Job 5A02 Truss J3 Truss Type ROOF TRUSS 8 14 Pay 1 BEAUCHAMP CONST. 0047 Job Reference(optiona0 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 a Mar 25 2003 Mfrek Industries, Inc. Mon Feb 1410:27:52 2005 Page 1 3.0_0 2 3-0-0 Scale = 1:7.0 4.00 FIT 1 2x4 = 3 0-11-0 3-0-0 3x8 II 0-11-0 2 -1-0 Plate Offsets (X,Y): 11:0 -2- 14,0.0 -101, [1:0 -1- 4,134] LOADING (psi) SPACING 2-0-0 CS DEFL In Ooc) Udefl IJd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >099 180 BCLL 0.0 Rep Stress Imo YES WB 0.00 Harz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrb* Welghf;11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0.0 oc purMs. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Leif 2 X 4 SYP No.3 REACTIONS (Ib/slze) 2=119/Mechanlcal, 3=28/Mechanical, 1=145/0-7-4 Max Horz 1 =104(ioad case 2) Max Upllft2=- 143(load case 2), 1 - 90(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=34 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98; 148mph; ir=38ft TCDL =5.0pst BCDL =5.0psi; Category II; Exp C; enclosed;C-C Interior zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. notions. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 Ib uplift at joint 2 and 90 Ib uplift at Joint 1. 5) This truss design conforms with Florida Buliding Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increaae=1.33 Uniform Loads (pa) Vert 1-2=-90.0, 1-3=-20.0 2) C-C Wlnd: Lumber Inc rease=1.33, Plate Imaease=1.33 Uniform Loads (pat) Vert 1-2=93.4, 1-3=-10.0 Holz: 1-2=-103.4 Job 8A82 Truss J3A Truss Type ROOF TRUSS Qty 2 Ply 1 BEAUCHAMP CONST. 0048 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MTek Industries, Inc. Mon Feb 14 10:27:53 2005 Page 1 -1 -11-0 -1-0 -0 0-11-0 1-0-0 3-0-0 ` - 9.4 4.00 Fl 3 — sl P 1 2 2x411 a 1 ( 2x4 5 1 2 -11-4 3A.o 2 -11-4 0-0-12 Plate Offsets (X,Y): 11:0.2 - 2,0.1 -01 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 30.0 TCDL 15.0 Plates Increase 1.33 Lumber Increase 1.33 TC 0.28 BC 0.04 Vert(LL) 0.01 3 >999 240 Vert(TL) 0.03 1 >553 180 MI120 249/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc omens. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=152/Mechanlcal, 5=29/0 -1-8, 2=32810-7-4 Max Horz2=198(load case 2) Max Upffl4=- 130(load case 2), 2=- 388(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=35, 2- 3=-81, 34=41 BOT CHORD 3-5=0 NOTES 1) Wnd: ASCE 7-98; 148mph; h=27it: TCDL=5.0pst BCDL=5.0psf•, Category 0; Exp C; enclosed ;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss cormections. 3) Provide mechanical connection (by others) of truss to bearing plate at Icings) 5. 4) Provide mechanical connedon (by others) of truss to bearing plate capable of withstanding 130 Ib upffl at Joint 4 and 388 Ib uplift at jolnt 2. 5) Beveled plate or shim required to provide full bearing surface with truss chord at jotrd(s) 2. 8) This truss design confomns with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert 1- 2= -90.0, 2- 3=- 110.0, 3-4=- 90.0, 3- 5=-20.0 2) C-C Wnd: Lumber Increase=1.33, Plate increase=1.33 Uniform Loads (p5) Vert 1- 2=185.8, 23=78.1, 3-4=88.1, 3-5=-10.0 Ho z :1 -2=- 195.8, 2- 4= -96.1 Job 5A82 Truss J5 Truss Type ROOF TRUSS $ gi Ply 1 BEAUCHAMP CONST. 0049 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 a Mar 25 2003 MITek Industries, Inc. Mon Feb 14 10:27:54 5 2005 Page 1 - 5-0-0 2 yi 1 .: e = 1:9.6 u: 4.00 12 1 S 2x4 = A 3 I 0-11-0 3x611 5-0-0 I 0-11-0 4-1-0 Plate Offsets 0(,Y): [1:0.2- 14,0. 0-10), [1:0.1- 4,1 -3.4] LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) Udell lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 BCLL 0.0 Lumber Increase 1.33 Rep Stress Ina YES BC 0.09 WB 0.00 Vert(TL) -0.02 1-3 >999 180 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 5-0-0 oc purtns. ' BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid cnigng directly applied or 10-0-0 cc bracing. WEDGE Left 2 X 4 SYP No.3 REACTIONS (Ib/ size) 2=209/Mechanical, 3=48IMec =255/0.7 -4 Max Ho21 =173(load case 2) Max Upiffl2=- 248(load case 2), 1=- 182(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=57 BOT CHORD 1-3=0 NOTES 1) W nd: ASCE 7- 98;148mph; h=381l) TCDL=5.0psf; BCDL =5.0psf, Category 11; Exp C; encosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Refer to glyder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 Ib uplift at joint 2 and 182 Ib uplift at joint 1. 5) This truss design conforms with Florida Building Code 2001, based an parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p5Q Vert 1-2=-90.0, 1-3=-20.0 2) C-C Wind: Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (p1Q Vert 1-2=93.4, 1-3=-10.0 Horz: 1-2=-103.4 Job 5A82 Truss J5A Truss Type ROOF TRUSS Qty 2 Ply 1 BEAUCHAMP CONST. 0050 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 a Mr 25 2003 MiTek Industries, Inc. Mon Feb 1410 2005 Page 1 -1 -11-0 -1-0 -0 5-0-0 I I 0 -11-0 1-0-0 5-0-0 Scside — V 1.8 ir 7 , 4.00 rii n 3 2 t 2x4 11 y lei , M11 2x4 = 5 Ii 5-0-0 5-0-0 Plate Offsets (X,Y): 11:0-2-2,0-1-0) LOADING (pst) SPACING 2-0-0 CSI DEFL In (loc) Ildefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.08 3 >879 240 MI120 249/190 TCDL 15.0 barber increase 1.33 BC 0.10 Vert(TL) 0.15 1 >96 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) fight 20Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 5-0.0 oc pwlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (113/size) 4= 249 /MedreNcai, 5+=49/Mechanical, 2=432/0.7 -4 Max Horz2=260(l0ad case 2) Max Up1ft4 - 242(l0ad case 2), 2=- 438(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=35, 2- 3=-90, 3 BOT CHORD 3-5=0 NOTES 1) Wnd: ASCE 7-98; 148mph; h =27ft TCDL=5.Opsf; BCDL =5.0pat; Category II; Exp C; endosed;C -C nterior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to trues cormedions. 3) Refer to girders) for truss to trues connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable otwiithstandfng 242 lb uplift at joint 4 and 438 lb uplift at joint 2. 5) Beveled plate or shin required to provide toll bearing Surface with truss chord at joint(s) 2. 6) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Inc rease=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1- 2=-90.0, 2-3=- 110.0, 3.4=- 90.0, 3-5= -20.0 2) C-C Wind: Lumber inaease=1.33, Plate Inaease=1.33 Uniform Loads (p11) Vert 1- 2=185.8, 2- 3=78.1, 388.1, 3-5=-10.0 Holz: 1-2.-195.8, 2- 4= -96.1 Job 5A62 Tress .18 Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0051 Job Reference Motional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 14 1027:58 2005 Page 1 6-1-0 8-1-0 2 T Scale = 1:13.0 u: 4.00 12 Ft 1 I 3 5X8 I I 6-1-0 I 6-1-0 Plate Offsets (X,Y): [4:03- 8,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.12 3-4 >579 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.47 Vert(L) -0.12 3-4 >566 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Haz(rL) -0.05 2 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 8.0-0 oc puffins, except end verticals. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling dtrectly applied or 10-0-0 cc bracing. WEBS 2X8SYPNo2 REACTIONS 017/size) 4=319/0 -7-4, 2=235/Mechanical, 3=84/Mechanical Max Horz4=195(load case 2) Max Uptlft4 - 189(Ioad case 2), 2=- 283(Ioad case 2), 3=19(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1.4= -286,1 -2=58 BOT CHORD 3-4=0 NOTES 1) Wind: ASCE 7-98; 148mph; h =36ft; TCDL =5.0psf, BCDL =5.0pst; Category II; Exp C; endosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 Ib uplift at joint 4, 283 Ib uplift at Joint 2 and 19 Ib uplift at joint 3. 4) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular Lumber Inc rease=1.33, Plate Increase=1.33 Uniform Loads (pIf Vert 1 -2 -90.0, 3.4= -20.0 2) C-C W nd: Lumber In 1.33, Plate Inc eaae=1.33 Uniform Loads (off) Vert 1- 2=91.1, 3-4=-10.0 Hoz:1 -2= -101.1 Job 5A82 Truss J7 Truss Type ROOF TRUSS Qty 45 Ply 1 BEAUCHAMP CONST. 0052 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:57 2005 Page 1 7-0-0 7-0-0 !r J Ie= 1:13.1 r1 u: 4.00 12 r C\ 1 ' . 2x4 = 3 ' 3x6 II 0-11-0 7-0-0 I I 0-11-0 6-1-0 Plate Offsets (X,Y): MO-2-14,0-0-1M [1:0 -1-4,1 -3-41 LOADING (pat) SPACING 2-0-0 CSI DEFL In floc) Udefl Lld PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) n/a - n/a 999 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.19 Vert(11) -0.10 1-3 >783 180 BCLL 0.0 Rep Stress Incr YES VVB 0.00 Horz( L) -0.00 2 Ma n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Let 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=299/Mechanical, 3=88/Medtanical,1 =385/0.7 -4 Max Horz 1 =237(load cue 2) Max Up682=- -345(load case 2),1= -228 (load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=79 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98; 148mph; h =3811 TCDL=5.Opst; BCDL=5.0psf, Category II; Exp C; enclosed ;C-C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for trues to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 Ib uplift at Joint 2 and 228Ib uplift at Joint 1. 4) This truss design conforms with Florida Building Code 2001, based on pmameters Indicated. LOAD CASE(S) 1) Regular Lumber Ina1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 2=- 90.0,1- 3 -20.0 2) C-C Wind: Lumber Inc rease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1- 2=91.4,1 -3= -10.0 Horz:1 -2= -101.4 • Job 5A82 Truss J7A Truss Type ROOF TRUSS City 8 Ply 1 BEAUCHAMP CONST. 0053 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Feb 1410:27:58 2005 Page 1 7-0-0 7_0_0 2 Ili r ` 1 e= 1:13.1 l i 4.00 FII 4\ u' 1 , 2x4 = 3 3x8 II 0-11-0 I 7-0-0 0 -11-0 6-1-0 Plate Offsets ( ,Y): (1:0.2- 14,0-0-101, 11:0 -1-4,1 -3-41 LOADING (pet) SPACING 2-0-0 CSI DEFL in (Ioc) Udell Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.99 Vert(LL) nJa - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.19 Vert(TL) -0.10 1-3 >783 180 BCLL 0.0 Rep Stress Incr YES VNB 0.00 Horz( L) -0.00 2 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 1-4-12 oc purlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left 2 X 4 SYP No.3 REACTIONS (Ib/slze) 2=299/Mechanical, 3=438/Mechanical, 1 =385/0 -7-4 Max Harz 1 =234(1 case 2) Max Uplift- 340(Ioad case 2), 1=- 224(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD .1 -2=79 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98; 148mph; h =38ft; TCDL =5.Opsh BCDL =5.Opsf, Category II; Exp C; endosed;C-C Interior zone; cantilever left and rigid exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to glyder(s) for truss to truss canectlons. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 Ib uplift at joint 2 and 224 lb uplift at joint 1. 4) This truss design conforms wtlh Florida Building Code 2001, based on parameters indicated. LOAD CASES) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-90.0, 1-3=-20.0 2) C-C VVmd: Lumber Inc a 1.33, Plate Inc aase=1.33 Uniform Loads (p Vert 1-2=90.0, 1-3=-10.0 Horz: 1-2=-100.0 3 Job 5A82 Truss J7B Truss Type ROOF TRUSS qty 5 Ply 1 BEAUCHAMP CONST. 0054 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:27:59 2005 Page 1 7-0-0 • 7-0-0 e = 1:13.1 2x4 II F A u: 4.00 FT 2 ri cs 1 P ill RV 2x4 = 5 2x4 I I 4 3x8 II I 0 -11-0 5-0-14 5 -10 7-0-0 I 0-11-0 4-1-14 0-1 -12 1 -9-8 I Plate Ofaets (X,Y): 11:0.2- 14,0 - 0-101, 11:0. 1.4,1 -3.41 LOADING (psf) SPACING 2-0-0 CSI DEFL In (lac) Ildefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.53 Vert(TL) -0.02 1-5 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.16 Horz(TL) -0.00 3 nla n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Wetght 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 6-0-0 oc purllns. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 104 -0 ac bracing. WEBS 2 X 4 SYP No.3 WEDGE Left 2 X 4 SYP No.3 REACTIONS (m/sIze) 3=- 44/Mechanlcal, 4=-10/Mechanical, 5=555/0 - 74,1=219/0 -7-4 Max Harz 1 =237(load case 2) Max Upfft3=- 44(load case 1), 4=- 100oad case 1), 5=- 485(load case 2), 1=- 103(load case 2) Max Grav3=52(Ioad case 2), 5=565(load case 1), 1 =219(Ioad case 1) FORCES (Ib) - Fhst Load Case Only TOP CHORD 1 -2=89, 2 -3=43 BOT CHORD 1-5=0, 45=0 WEBS 2- 5=-462 NOTES 1) WNd: ASCE 7- 98;148mph; h=38ft TCDL=5.0psf; BCDL=5.0pst; Category II; Exp C; enciosed;C-C Interior zone; cantilever left and rigid exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) altos to bearing plate capable of withstanding 44 Ib uplift at Joint 3,10 Ib uplift at joint 4, 485 Ib uplift at joint 5 and 103 Ib uplift at joint 1. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Lhrlfum Loads (pit) Vert 1-3=-90.0, 1-4=-20.0 2) C-C Wnd: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 3=91.4,14= -10.0 Horz:1 -3= -101.4 Job 5A82 Truss J9 Truss Type ROOF TRUSS 1 ■y 8 it BEAUCHAMP CONST. Job Reference (optional) 0055 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 8 Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:28:00 2005 Page 1 5 -0-14 9-0-0 5-0-14 3-11 -2 2x4 I I Scale = 1:17.4 4 3 / 4.00 12 • 2x4 Le- ��_� ■� PTA 2x4 = 5 3x6 I I 3x4 = 0-11-0 9 I 1 1 0-11-0 8-1-0 Plate Offsets (X Y): 11:0 -1-4,1 -341, [1:0.2 -14,0-0-10], [5:0 -1-8,0 -1-81 LOADING (paf) SPACING 2-0-0 CSI DEFL In (lac) I/defl lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 16.0 Lumber Increase 1.33 BC 0.53 Vert(TL) -0.28 1-5 =382 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) -0.01 5 n/a nla BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 39 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purins, except end verticals. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid calling directly applied or 7.4-14 oc bracing. WEBS 2 X 4 SYP No.2 'Except* 252X4 SYP No.3 WEDGE Left 2 X 4 SYP No.3 REACTIONS (Ib/size) 5=488/Mechanical, 1=483/0-7-4 Max Horz 1= 307(load case 2) Max UpIi t5=- 440(load case 2),1=- 271(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =-873, 2- 3=-70, 3.4= -8, 3-5=-151 BOT CHORD 1 -5=593 WEBS 2-5=-845 NOTES 1) Wind: ASCE 7- 98;146mph; h =3611: TCDL= 5.0psf BCDL= 5.0psf Category II; Exp C; endorsed ;C -C Interior zone: cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(a) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 Ib uplift at joint 5 and 271 Ib uplift at Joint 1. 4) This buss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASES) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pity Vert 1- 3=90.0, 3-4=- 90.0,1- 5=20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (Of) Vert 1- 387.9, 3- 4=197.8,15 =10.0 Hoe: 1-3=-97.9, 3-4= -207.8 Job 5A82 Truss MG1 Truss Type MONO TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0058 Job Reference (opllonep BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 a Mar 25 2003 MiTek Industries, Inc. Mon Feb 141028:012005 Page 1 2 -11 -12 8-0-4 I I I 2 -11 -12 3-0-8 2 x 4 I I Scale = 1:14.2 4 4.00 12 3x8 3 h N 2 1 0 1111111111 41 111 4x9 = 3x6 6 5 3x8 11 3x4 = 4 x 9 = 2 -11 -12 6-0-4 I I 1 2 -11 -12 3- Plate Offsets (X,Y): (1:0.1 -1,0 -2-01, (6:0-4-12,0-1-81 LOADING (pat) SPACING 2-0-0 CSI DEFL M (Ice) Vdefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.05 59 >999 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.05 6.8 >999 180 BCLL 0.0 Rep Stress Ina' NO WB 0.82 Haz(TL) 0.01 5 Ma Ma BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Wight 35 lb LUMBER BRAaNG TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-8 oc puddle, except and verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 64-4 oc bradng. WEBS 2 X 4 SYP No.3 *Except* 4- 52X8 SYP No2 SLIDER Left 2 X 4 SYP No.3 1-6-0 REACTIONS (Ib/slze) 1 =2095/0 -8-0, 5.209.5/Mechanical Max Horz1 =221(load case 2) Max Uplift1=- 1422(load case 2), 5 - 1510(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=2729, 2- 3= -2661, 34=45, 4- 5=-189 BOT CHORD 1- 8=2415, 6$=2415 WEBS 38=2046, 3-5= -2840 NOTES 1) Wind: ASCE 7-98; 148mph; h=3611 TCDL=5.0psf; BCDL =5.0pSf Category II; Exp C; enclosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connectons. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1422 Ib uplift atjolnt 1 and 1510 Ib uplift at joint 5. 4) This truss design conform with Florida Building Code 2001, based on parameters indicated. 5) Girder carries tie-in span(s): 26.2 -8 from 0-0-0 to 8-0-4 LOAD CASE(S) 1) Regular Lumber Increas1.33, Plate Inc easen1.33 Uniform Loads (pip Vert 1- 5=877.7,1.4= -90.0 2) C-C Wnd: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1- 5=445.8,1 -4=912 Haz:1-4= -1012 Job 5A62 Truss 81 Truss Type ROOF TRUSS a - Ply 1 BEAUCHAMP CONST. 0057 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Men Feb 1410:28:03 2005 Page 17 -2-0 1 7 -10-2 11 -11 -9 16-1-0 16 t8 22-0-0 27-4 -0 33-5 -8 I I I 1 I 1 7 -10-2 4-1 -7 4-1 -7 0-4-8 4-10 -8 5-3-8 6-1-8 SCale = 1:58.4 0-8-8 4.00 ril 4x9 = 3x41 2 x 4 I I 8 3x4 7 ',* 5x8 4 5 2x4 II 8 or 3 � 3x4 II 9 10 11 0 1 3x8 = 3x6 12 to 4 A • 3x4. 4x9 — 19 18 17 16 3x4 1413 `. 3x4 = 2. 3 x 4 3 x 4 = 3 x 4 = 3 x 4 I I 2 x 4 I I 3x4 = 3x4 = 17 -9-12 27-4-0 7 -10-2 16-1-0 17 -2-Q 26 -10-8 26-1 11.0 32-6 -8 3 -518 I I I 7 -10-2 8-2 -14 1 -1-0 9-0-12 0-0-8 5-2-8 0-11-0 0-7 -12 0-5-0 Plate Offsets (X,Y): [1:0.0.7,0.2 -31, [8:0.4- 0,030), 112:0 -3.9,0 -1-81, 115:0. 38,0.1 -81 LOADING (pet) SPACING 2-0-0 CSI DEFL In (loc) I/defl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.12 1 -19 >805 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.40 Vert(LL) -0.18 9-15 >758 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 160 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Sheathed or 8.0-0 oc punts. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0.0 oc bradng. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-13, Right 2 X 4 SYP No.3 2 -7 -12 REACTION (IbIsize) 15=1121/0.74, 9=956/0.7- 4,19=775!0 -7 -4,1 =50810.7 -4, 12=2890.7 -4 Max UpIHN5=- 602(load case 2), 9= -705(lo d case 2), 19=-449(load case 2),1=- 457(load case 2),12=- 238(load case 2) Max Grav15=1121(load case 1), 9=958(load case 1), 19=801(load case 3),1 =508(loal case 1),12=289(load case 4) FORCES (b) - First Load Case Only TOP CHORD 1 -2= -548, 2- 3=- 418, 3-4=-499, 4-5= -394, 5-8=-118, 8-7 =168, 7-6=- 133, 8-9=- 790, 9- 10=47, 10-11=-93, 11-12=-188 BOT CHORD 1- 19=397,18 -19= 329,17- 18=329,18- 17=50,15.18=209, 7- 15=409, 9- 15=875,10- 13=91,13-14=0,12 - 13=103 WEBS 3-19=-825, 5- 19=99, 5.17=- 395, 8-15=-847, 8.17 =149 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Ward: ASCE 7- 98 ;148mph; h =38ft TCDL =5.0psf; BCDL =5.0psf; Category 11; Exp C; endased;C -C interior zone; cantilever IMt and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 802 Ib uplift at joint 15, 705 Ib uplift at Joint 9, 449 Ib uplift at joint 19, 4571b uplift at joint 1 and 238 lb uplift at Joint 12. 4) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increas1.33 Un tform Loads (pit) Vert 1.6=-90.0, 612 -90.0,1- 18=20.0, 9.15=- 20.0,13-14=- 20.0,12 -13= -20.0 2) C-C Wad: Lumber Increase=1.33, Plate Incmease=1.33 Uniform Loads (pip Vert 1-8=83.9,13-12=83.9, 1-18=-10.0, 9-15=-10.0, 13-14=-10.0, 12-13=-10.0 Horz: 1-6= -93.9, 612=93.9 3) 1 st unbalanced Regular Lumber lncxease=1.33, Plate Incxease=1.33 Uniform Loads (pit) Vert 1-6= -90.0, 612=40.0,1 -18=- 20.0, 9.15=- 20.0,13-14=20.0,1213= -20.0 4) 2nd unbalanced Regular Lumber Inc rease=1.33, Plate Increase=1.33 Uniform Loads (pip Vert 1-8=40.0, 8-12=-93.0, 1-18=-20.0, 9.15=20.0,13-14= - 20.0,12- 13 =213.0 c r Job' 5A62 Truss 82 Truss Type ROOF TRUSS g - Ply 1 BEAUCHAMP CONST. 0058 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 a Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410 2005 Page 1 17 -2-0 7 -10-2 11 -11 -8 16-1-0 18n3 -4 22-0 -8 27-4-0 33 1 1 I 1 I I 7 -10-2 4-1 -7 4-1 -7 0-2-4 4-10 -8 5-3-8 6.1-8 - II 5�1e = 1:58.4 0 -10-12 4.00 12 4x5 = 3x4 2x4 II 8 3x4 7 Sx6 4 5 2x4 II e 3 `' 3x 4 II 9 10 11 � 1 � _ = 3 � 12 3x4 � '' 4x7 II 19 18 17 16 3x4 1413 3x4 — d 3x4 3x4 = 3x4 = 3x4 I I 2x4 I I 3x4 3x4 = 17 -9-12 27-4 -0 7 -10-2 16-1-0 17 -2-? 28 -10-8 26-11r0 32-6-8 3 -5 1 I I 7 -10-2 8-2 -14 1 -1-0 9-0-12 0-0-8 5-2-8 0-11-0 0-7 -12 0-5-0 Plate Offsets (X,Y): [1:0- 3-15,Edpel, [8:0- 3-0,0.3-01, 112:0- 39,0.1-81, 115:0 -3- 8,0.1 -81 LOADING (pst) SPACING 2-0-0 CBI DEFL in (toe) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.12 1 -19 >805 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.18 9-15 >758 180 BCLL 0.0 Rep Stress In YES WB 0.34 Horz(TL) 0.03 9 n/a nla BCDL 10.0 Code FBC2001 /ANS195 (Matrix) Weight 160 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 8-0-0 oc pufins. BOT CHORD 2 X 4 SYP Not BOT CHORD Right cam directly applied or 8.0.0 oc bradng. WEBS 2X4SYPNo.3 SLIDER Left 2 X 4 SYP No.3 4-0-13, Right 2 X 4 SYP No.3 2 -7 -12 REACTIONS (Ib/size) 15= 112110 -7-4, 9.958/0-7-4, 19.775/0-7-4, 1=508/0-7-4, 12=288/0-7-4 Max Uptlft15=802(load case 2), 9=- 705(load case 2),19=- 449(load case 2),1=- 457(Ioad case 2),12=- 238(load case 2) Max Orav15=1121(load case 1), 9=958(load case 1),19=801(load case 3),1 =508(load case 1),12=289(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -548, 2- 3=-418, 3-4=-499, 4- 5= -394, 5-8=-118, 8-7 =188, 7- 8=- 133, 8-9=-790, 9. 10=47, 10.11=- 93,11 -12= -168 BOT CHORD 1- 19=397, 18-19=329,17- 18=329, 18.17 =50, 15- 18=209, 7 -15=- 809, 9- 15=875,10- 13=91,1314=0,12 - 13=103 WEBS 3- 19=425, 5- 19=99, 5.17=- 395, 8- 13=-647, 8.17 =149 NOTES 1) Unturned roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 148mph; h=381L TCDL =5.0psf, BCDL =5.0psf Category 11; Exp C; enclosed;C-C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) dames to bearing plate capable of withstanding 602 Ib uplift at joint 15, 705 Ib uplift at joint 9, 449 Ib uplift at joint 19, 457 lb uplift at joint 1 and 238 lb uplift at joint 12. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Unifam Loads (pit) Vert 1- 6=- 90.0, 8-12=-90.0, 1-18=-20.0, 9-15=-20.0, 13-14=-20.0, 12-13=-20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert 1- 6=83.9, 8- 12=83.9,1- 18=10.0, 9-15=-10.0, 13-14=-10.0, 12-13=-10.0 Holz: 14=-93.9, 8-12=93.9 3) 1 st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 8=- 90.0, 8.12=- 30.0,1 -18 -20.0, 9-15=-20.0, 13-14 - 20.0,12 -13 -20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p16 Vert 1-6=- 30.0, 8.12=- 90.0,1- 18=20.0, 9-15=-20.0, 13-14 - 20.0,12 -13 -20.0 Job 5A62 Truss T1 Truss Type ROOF TRUSS 6 Ply 1 BEAUCHAMP CONST. 0059 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. -1 -0-0 5.100 s Mar 25 2003 MiTek Industries, Inc. Wed Mar 02 14:16:54 2005 Page 1 46-1 -8 1x11 -0 4 10 -14 9 -0 -0 -0 -15 21 27 -1-0 31 -1 -12 37-3-4 44-2-8 4�5 -2 - 0-1 1 I 1 1 5 1 0-11-0 4 -10-14 4-1 -2 6-0-15 5-11 -3 I I I 6-0-15 4-0-12 6-1-8 6 -11-4 1ij ale = 1:86.9 1 -0-0 0 -11 -0 5x8 = 2x4 11 4.00 rli 6x10 = 5x8 = 4x9 7x12 = 11 7x12 = 4x9 6 7 8 9 5 10 �� 31214 \�No 101": — 4 v co 1 �•��'\_//. wi u — 15 17'79 171 v ■■ — —I :7/ eblot 6 0 = 5x12 = = 6 6 26 25 24 23 22 21 20 19 18 5x12 = 2x4 II 4x9 = 6x10 = 4x9 = 2x4 11 4x9 = 8x14 = 2x4 11 6x10 MII16= 4 -10 -14 9 -0-0 15-0-15 21 -0-1 27 -1 -0 31 -1 -12 37 -3-4 1 1 1 1 I 1 1 4-10 -14 4-1 -2 6-0-15 5-11 -3 442-8 1 I 6-0-15 4-0-12 6-1-8 6 -11-4 Plate Offsets (X,Y): [3:0 4 0,0 - 2 - 8], [8:0 8 4,0.4 - 4], [10:0.8 0,0 - 3.4], [13:0 - 3 - 12,0 - 5.0], [15:0. 4 - 8], [19:0 2 4,0 - 5.4], [20:0 3 8,0 - 2 - 0], [21:0 5 [24:0 5 [25:0 3 8,0 - 2 - 0] LOADING (psf) SPACING 2 CSI DEFL M floc) 1/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 1.50 20-22 >385 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.91 Vert(TL) - 1.81 20-22 >302 180 M1116 174/128 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.48 16 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 325 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP SS *Except* TOP CHORD Sheathed or 2 -2 -1 oc purilns. 8.8 2 X 6 SYP No.2, 10-11 2 X 4 SYP No.2, 11-13 2 X 4 SYP SS, 8-10 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-3-7 oc bracing. Except BOT CHORD 2 X 8 SYP SS 2 Rows at 1/3 pts 3-25 WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 6.23, 10-19, 14-19 11 -19 2 X 4 SYP No.2 LBR SCAB 1 -5 2 X 8 SYP X SS one side 12-17 2 X 8 SYP X SS one side \ REACTIONS (1b /size) 2=259707-4, 18=2597/0 -7-4 Max Uplift2 — 1811(Ioad case 2), 18=- 1782(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=28, 2-3=-766, 3-4=-8292, 4-5=- 7189, 5-8=- 7181, 6-7=-8984, 7-8= -8984, 8-9=- 8984, 9-10= -9318, 10- 11= -8019, 11 -12= -6034, 12- 13-5860, 13.14= -8041, 14-18=-7729, 15- 18=- 768,1617 =28 BOT CHORD 3.26 =7907, 25. 28=7907, 24254827, 23- 24=8827, 22-23=9988, 21 -22 =9988, 20-21 =9988,19. 20=9299,18- 19=7328, 15. 18=7328 WEBS 4-28=174, 4-25=- 1178, 8.25=813, 6-23=2384, 7- 232478, 9-23=- 1094, 9. 22=153, 9- 29=-724, 10-20=343, 10-19= -4487, 11- 19=3385, 14-19=-1780, 14-18=292 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =27ft TCDL =5.0pst, BCDL =5.0psF, Category II; Exp C; enclosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1811 ib uplift at joint 2 and 1782 ib uplift at joint 16. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 18. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 8) For the scabs . Use 10d nails staggered and spaced at 3" o.c. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p10 • Vert 1-2=-90.0, 2-3=-110.0, 3- 8-90.0, 8-10=-90.0, 10-11290.0, 11-15=-93.0, 15.18=- 110.0,18-17290.0, 3-15=-20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 2=185.8, 2- 3=87.2, 3- 6=77.2, 8-10=88.1, 10-11=77.2, 11-15=77.2, 15-18 7.2, 1617 =185.8, 3-15=-10.0 Horz:1- 22195.8, 2- 6287.2,10-11287.2,11 - 18=87.2, 1617 =195.8 Drag: 6720.1, 9.10=0.6 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-90.0, 2-3=-110.0, 3.8= -90.0, 111-11-90.0, 10-11290.0,11- 15230.0,15- 18250.0, 18-17=-30.0, 3-15= -20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform �t�NTRERAS, Vert -2 30.0, 2 -3 -50.0, 3 8^ 30.0, 610 = 30.0,10-11=- 30.0,11- 15 —90. 0,15- 1621 1 p = P.E. suftin ngmeer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone. (305) RR7 -8797 _ _ .::...e (Florida P.E. 21522) MAR Job Truss T1 Truss Type ROOF TRUSS OIY 1 Ply 1 BEAUCHAMP CONST. 0059 Job Reference (optional) BEST TRUSS CO., MIAMI. FL. BEST TRUSS CO. 5.100 s Mar 25 2003 MTfek Industries, Inc. Mon Feb 14 10:28:08 2005 Page 2 LOAD CASE(S) Unaam Loads (pit) Vert 1 -2= -30.0, 2-3=- 50.0, 3-8=- 30.0, 8-10=-30.0, 10-11=30.0, 11-15=-90.0, 15-18=110.0, 18-17 - 90.0, 3- 15=20.0 Job 5A62 Truss T10 Truss Type ROOF TRUSS Qty 4 Ply 1 BEAUCHAMP CONST. 0080 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 a Mar 25 2003 MITeIc Industries, Inc. Mon Feb 1410:28:08 2005 Page 1 6-1-6 12-6 -9 17 -2-4 21 -9-15 28-3 -2 33-5 -8 6-1-8 6-5-4 4-7 -11 4-7 -11 6-5-4 5-2-6 Scale = 1:57.1 4.001-1-2- 4x5 = 3x4 8 3x4 ---: .. 5x8 5 7 .. �„ 2x4 2x4 3 z• � 9 N 1 �J �/�I/ ` 1D C r Y 21. Ea 114 6 _ 3x8 15 14 13 12 11 4x7 d = 3x8 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 9 -11-p 9-6-0 17 -2-4 24 -10-7 33-5 -8 1 0-11 -0 8-7-0 7-8-4 7-8-3 8-7 -1 Plate Offsets (X,Y): 11:0 -1- 9,0.1.81, (7:0.3.8,03A1 110:0. 0.11,0 -2-31 LOADING (pat) SPACING 2-0-0 CS DEFL In (Ioc) Weil L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.91 Vert(LL) 0.4311 -13 >924 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.71 Vert(TL) -0.5311 -13 >750 180 BCLL 0.0 Rep Stress In YES WB 0.71 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Sakti) Weight 163 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-2-5 oc purMs. BOT CHORD 2 X 4 SYP SS *Except* BOT CHORD Rigid ceiling directly applied or 3-11-0 oc bracing. 12 -14 2 X 4 SYP Not WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-9-7, Right 2 X 4 SYP No.3 2 -8-13 REACTIONS (Ib/size) 10=1824/0.7 -4,1 =1824/0.7 -4 Max Uplift10=- 1224(load case 2), 1=- 1224(lcad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -4817, 2-3=-4484, 34=-4038, 4-5=- 3889, 5- 6=-2881, 8-7=- 2884, 7- 86=-3838, 8-9°- 4158, 9-10=-4247 BOT CHORD 1- 15=4302,14- 15=3399,13. 14=3399,12- 13=3328,11- 12=3328,10 -11 =3882 WEBS 3.15= -639, 5- 15=590, 5-13=-999, 8. 13=1441, 7- 13=903, 7 -11 =398, 8.11= -389 NOTES 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7- 98;148mph; h =381t TCDL =5.0ps1 BCDL=5.0pst Category II; Exp C; endosed;C -C interior zone; cantilever left and right exposed ;Lumber ' DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1224 lb uplift at jdnt 10 and 1224 lb uplift at joint 1. 4) This truss design conforms with Florida Building Cade 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-6==- 90.0, 8-10=-90.0, 1-10=-20.0 2) C-C Wnd: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIt) Vert 1- 8=83.9, 8. 10=83.9, 1 -10= -10.0 Harz: 1-8=-93.9, 8- 10=93.9 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (08 Vert 1-6= -90.0, 8.10=- 30.0,1 -10= -20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plt) Vert 1- 8= -30.0, 8.10=- 90.0,1- 10=20.0 Job 5A62 Truss T2 Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0061 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 8 Mar 25 2003 MITek Industries, Inc. Wed Mar 02 14:16:55 2005 Page 1 -1 -0-0 46-1 -8 -0 I 1 1 5-10-14 11-0-0 17 - 0 -5 23 -0 -11 29 -1 -0 1 -1 -12 37 -3-4 44 2 8 41; 1 I I I I I T I = 1:85.2 0-11 -0 5 -10-14 5 -1 -2 6 -0-5 6 -0-5 6-0 -5 2 -0-12 6 -1-8 6 -11-4 1 1-0-0 0-11 -0 5x8 = 4.00 12 5x8 = 3x4 = 6x10 = 5x8 = 9 4x9 % 5 6 7 8 7x12 ♦♦ , 11 ` 12 u v r � 2 _ �' .`� 1 ��, -- _ =.. - —N 1 4 1.`L� d _ d �:x2= ��\ ■ 6Io 23 22 21 20 19 18 17 16 15 5x12 = 2x4 I I 6x10 MI116 WB= 3x4 = 3x4 = 4x9 = 2x4 I I 3x8 = 6x10 MII16 WB= 6x10 MII16 WB= 5-10-14 11 -0-0 20 -0-8 29- 1 -0 1 -1 -1? 37-3-4 I 44-2-8 I I I 5 -10 -14 5-1 -2 9 -0-8 9 -0-8 2-0-12 6 -1-8 6 -11-4 Plate Offsets (X.Y): [5:0 -5- 12,0- 2 -12], [7:0- 5-0,Edge], [10:0- 2- 8,0 -5-0], [19:0- 5-0,Edge], [21:0- 5- 0,Edge] LOADING (psi) SPACING 2-0-0 CSI DEFL In (log) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) 1.4918 -20 >367 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.94 Vert(TL) - 1.8818 -20 >292 180 M1118 174/126 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.58 13 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrbc) Weight 278 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP SS `Except* TOP CHORD Sheathed or 2-0-13 oc puffins. 7-8 2 X 4 SYP SS, 8-9 2 X 4 SYP SS, 9-10 2 X 4 SYP No.2, 5-7 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 2 -10.10 oc bracing. Except BOT CHORD 2 X 4 SYP SS 3 Rows at 1/4 pts 3-22 WEBS 2 X 4 SYP No.3 *Except' WEBS 1 Row at midpt 6-22,11 -17 9.172X4 SYP No.2 LBRSCAB 1-4 2 X 6 SYP X SS one side 11 -14 2 X 6 SYP X SS one side \ REACTIONS (1b/size) 2= 2597/0 -7- 4,13=2597/0.7 -4 Max Uplift2 — 1804(load case 2), 13=- 1789(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=28, 2 -3 =-607, 3- 4=-7774, 4-5=- 8422, 5-8=-6095, 6-7=-7634, 7-8=-7058, 8-9=- 5854, 9-10 =5955, 10-11=-5988, 11 -12 =7631, 12 -134-607, 13-14=28 BOT CHORD 3. 23=7403, 22- 23=7403, 21- 22=7387, 20-21 =7387, 19- 20=7749, 18- 19=7749,17- 1(=7034, 18-17 =7254,15. 18=7254,12- 15=7254 WEBS 4- 23=148, 4-22=-1458, 5- 22=1458, 8- 22=1508, 6-20=424, 7 -20=- 182, 7 -19=-819, 8-18=551, 8-17=-3054, 9.17 =3384,11 -17 =1819,11- 15=186 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7 146mph; h =27ft TCDL =5.Opsf; BCDL =5.Opst Category 11; Exp C; enclosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MI120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1804 lb uplift at Joint 2 and 1789 lb uplift at joint 13. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 13. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 8) For the scabs . Use 10d nails staggered and spaced at 3° o.c. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (off) Vert 1 -2 =90.0, 2- 34- 110.0, 3- 5= -90.0, 5.9=- 90.0, 8-9=-90.0, 9- 12=90.0, 12 -13=- 110.0,13- 14=90.0, 3-12= -20.0 2) C-C Wnd: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1- 2= 185.8, 2- 3=87.2, 3-5= 77.2, 5- 8=88.1, 8. 9=77.2, 9- 12=77.2, 12- 13=677.2, 13- 14=185.8, 3-12=-10.0 Horz: 1-2=-195.8, 2- 5=- 872, 8-9=-87.2, 9- 13=87.2, 13-14=195.8 Drag: 50.8, 7 -8=0.1 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate increase =1.33 Uniform Loads (pit) Vert 1- 2=90.0, 2-3=-110.0, 3-5=- 90.0, 5.8= -90.0, 8-9=-90.0, 9-12=-30.0, 12-13=-50.0, 13- 14=30.0, 3-12 =20.0 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1- 2=30.0, 2-3=-50.0, 3-5=- 30.0, 5. 8=30.0, 8- 9=30.0, 9 -12=90. 0,12 -13=- 110.0, REMgarrlatONTRERAS, P.E. Consulting Engineer Civfi /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone' (305) 667 -6797 _ _ r ri.,r (Florida P.E. 21522) MA Job 5A62 Truss T3 Truss Type ROOF TRUSS ar Ply 1 BEAUCHAMPCONST. 0062 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MRek Industries, Inc. Wed Mar 02 14:16:55 2005 Page 1 27 -1 -8 � 60-3 12 -1 -12 18 -3-5 25 -2-8 26-2 -8 � 1 � 6-0-3 6-1 -9 6-1 -9 6-11 -3 1-0-0 S = 1:46.9 0 -11-0 4.00 rff 4x9 = 5 3 % 3x4 i� 2x4 \\ 4 ` 6 2x4 // 3 2 \ \ . 0 1 G \ \\ 8 2x4 9 Y Y P n �_`� I; fa: 4x9 = 12 11 10 _.� o �e 3x10 = 3x4 % 3x4 = 3x4 = 3x4 = 7 -11 -2 16-4 -5 25-2 -8 � 1 7 -11 -2 8-5-3 8 -10 -3 Plate Offsets (X,Y): 11:0- 0- 7,0 -2-3] LOADING (pat) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.53 8-10 >587 240 MI120 249/190 TCDL 15.0 Lumber increase 1.33 BC 0.64 Vert(TL) -0.73 8-10 >428 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Mafrbc) Weight 126 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-2 -10 oc bracing. 8- 112X4SYPSS WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 LBR SCAB 7 -9 2 X 4 SYP X No.2 one side SLIDER Left 2 X 4 SYP No.3 3-1 -3 \ REACTIONS (Ib/size) 1 =1425/Mechanical, 9=1425/0 -7-4 Max Horz 1 — 18(load case 2) Max Up1if1=- 871(load case 2), 9 — 871(1oad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-3141, 2 -3 -3059, 3-4=2809, 4.5=- 2728, 5-(-3052, 6.7=- 3212, 7-8= -3886, 8-9=-397 BOT CHORD 1 -12 =2865, 11 -12 =2155, 10- 11= 2155, 8- 10=3483 WEBS 3-12=- 420,5 - 12=624,5 - 10 10=768 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph; h =27ft; TCDL =5.0psl, BCDL =5.0psf; Category 11; Exp C; endosed;C-C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 871 Ib uplift at joint 1 and 871 Ib uplift at joint 9. 5) Beveled plate or shim required to provide full bearing surface wfth truss chord at joint(s) 9. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 7) For the scab Use 10d nails staggered and spaced at 3" o.c. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (off) Vert 1- 5= -90.0, 5-8=-90.0, 89=- 110.0, 1-8=-20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-5= 77.2, 5- 8=77.2, 8-9 =67.2, 1- 8= -10.0 Horz: 1-5=87.2, 5- 9=87.2 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1- 5= -90.0, 5-8= -30.0, 8-9 0-50.0, 1- 8-20.0 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-5 -30.0, 5-8=- 90.0, 8-9= 110.0, 1-8= -20.0 REMBERTO CONTRERAS, P.E. Consulting Engineer Civii/Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 / Phan". ('In'1_67 -14707 (Florida P.E. 21522) MAR 0 2 Job 5A62 Truss T4 Truss Type ROOF TRUSS CaY 34 Ply 1 BEAUCHAMP CONST. Job Reference (otio al) 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:28:12 2005 Page 1 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 7 -10-15 7 -10-15 14-9 -7 6-10 -8 4.00 F1T 22 -1-4 - 29-5 -1 36-3 -9 7-3-13 7 -3-13 8-10-8 7x10 MII18H= 6 44-2 -8 7 -10-15 4x12 = 3x6 3x8 = 3x8 OT11To 9-7-6 0 -11-0 8-8-6 4x7 18 17 3x4 = 4x7 = 3x4 5 18-6 -1 8 -10-10 18 15 3x4 = 3x8 = 25-8 -7 3x4 = 3x4 7 4x7 2x4 4 8 2x4 3 �,rr 9 �/�'�" 10 14 13 12 34-7 -2 4x7 = 3x4 Scale = 1:75.8 11 4x12 = 3x6 3x8 = 43-3 -8 4f1 -2j8 7 -2 -7 8 -10-10 8-8-6 0-11 -0 Plate Offsets ((,Y): [1 0 0 7,0 201, 111 0 0 7,0 2-01,117:0- 3- 8,Edgel LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates increase 1.33 Lumber Increase 1.33 Rep Stress Inca YES Code FBC2001 /ANSI95 c31 TC 0.68 BC 0.94 WB 0.84 (M DEFL in (toc) Vdefl L/d Vert(LL) 0.67 14-15 >783 240 Vert(TL) -0.9016 -18 >582 180 Horz(TL) 0.28 11 n/a n/a PLATES GRIP MI120 249/190 MII18H 195/188 Weight 217 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 25.3 oc purins. BOT CHORD 2 X 4 SYP SS *Except* BOT CHORD Rigid ceiling directly applied or 3.8-3 oc bracing. 15.17 2 X 4 SYP Not WEBS 2X4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-8-0, Right 2 X 4 SYP No.3 3-8-0 REACTIONS (b/size) 1 =2398/0.7 -4, 11 =2398/0 -7-4 Max UplM=- 1465(load case 2), 11 - 1466(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=4173, 2- 3= -6083, 3-4=-5817, 4-5=- 5717, 5-8=- 4410, 8.7= -4411, 7 - 5716, 8-9=-5E116, 9-10=- 6082,10.11= -6172 BOT CHORD 1 -18= 5752,17- 18=4738,18.17=4738,15 -18 =3588, 14-15= 3588,13- 14=4738,12- 13=4738,11- 12=57 WEBS 3.18=- 573, 5- 18=957, 5.18= -1087, 5- 16=1144, 614=1144, 7 -14= -1088, 7- 12=956, 9-12=-573 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Vint. ASCE 7- 98;148mph; h=271t; TCDL =5.0pst; BCDL=5.Opst•, Category II; Exp C; endored;C -C interior zone; cantilever left and right a ;Lumber DOL =1.33 plate grip DOL =1.33. 3) All plates are MII20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1486 lb uplift at joint 1 and 1466 lb uplift at joint 11. 5) This truss design conforms with Florida Building Cade 2001, based on parameters indicated. LOAD CASES) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 1.33 Uniform Loads (pit) Vert 14= -90.0, 6-11=-90.0, 1-11 -20.0 2) C-C VNnd: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert 1- 8=772, 6.11 =772,1 -11= -10.0 Horz:1- 8=-872, 5.11=872 3) 1 at unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p Vert 1-5=-90.0, 6-11=40.0, 1-11=-20.0 4) 2nd unbalanced Regular Lumber In 1.33, Plate Increase=1.33 Uniform Loads (pit) Vent 1-8=- 30.0, 8-11=-90.0, 1-11=-20.0 Job 5A82 Truss T4A Truss Type ROOF TRUSS Qty 6 Ply 1 BEAUCHAMP CONST. 0084 Job Reference (optiona0 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:28:13 2005 Page 1 8 -0-10 14-9 -7 22 -1-4 24 -11 -2 30 -8-12 I 38 -5-13 1 44-2-8 1 1 I 1 1 8-0-10 6 -8-13 7 -3-13 2 -9-14 5-7 -10 5-11 -1 7-8-11 Scale = 1:75.8 4.00 12 5x8 = 6 2x41I 7 3x8 3x4 3x4 z 3x8 5 8 2x4 2x4 // g 10 1 1 AilAIL Alilli 11 _...... •• ■ i � .. ..� di d 113x8 = 3x4 3x8 = 1817 16 15 14 13 12 3x8 = 3x4 3x8 I I 3x8 = 3x4 = 5x8 = 3x8 = 3x4 = 3x4 = 3x8 = O 11 -0-14 18-8 -1 24-11-2 34-8-8 43-3-8 `f 2r8 I I 0-11-0 10 -1 -14 7 -5-3 6-5-1 9-9-8 8-7-0 0 -11-0 Plate Offsets (X,Y): [1:0.2- 9,0 -1-8), (11:0 -1- 14,0 21, [11:0-0.4,Edpel. [14:04 -0,0 -3.41 LOADING (ps0 SPACING 2-0-0 CSI DEFL in (lac) Vdetl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 0.2011 -12 >999 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.40 1 -18 >737 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Hca(TL) 0.04 14 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) fight 222 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 3012 oc puAins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 8-0-0 cc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Raw at m1dpt 8-14 WEDGE 2 Rows at 1/3 pts 6-14 Right 2 X 4 SYP No.3 SUDER Left 2X4 SYP No.338.0 REACTIONS (lb/size) 14=3307/0.7 -4,1959!0.7 -4, 11=531/0-7-4 Max Uplift14=- 2026(load case 2), 1=- 584(load case 2),11=- 321(load case 2) Max Grav14=3307(load case 1),1 =1058(load case 3),11=870(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2= -1830, 2- 3=- 1733, 3-4=- 1232, 4.8=-1058, 5 268, 6-7 =1594, 7. 8=1618, 8- 9=-92, 9- 10=- 247,10-11x658 BOT CHORD 1- 18=1658,17- 18=548,18. 17=548,15. 18x671,14 -15x- 871,13-14=- 552,12 -13=- 552,11- 12=5 WEBS 3-18x762, 5-18=880, 5-16=-1181, 8. 18=1167, 6-14=-2219, 7 -14=- 327, 8. 14x1172, 8- 12=1036, 10-12= -658 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph; h=27ff; TCDL =5.0psf BCDL=5.Opsf Category II; Exp C; endosed;C -C Interior zone; cantilever let and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2026 Ib uplift at joint 14, 584 Ib uplift at joint 1 and 321 Ib uplift at joint 11. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Unifom Loads (p10 Vert 1- 8=-90.0,6. 11x90.0,1- 11x20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p1» Vert 1- 8=772, 6.11 =772,1- 11x10.0 Harr 1- 8x872, 6. 11=872 3) 1st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p10 Vert 1. 8=-90.0, 6. 11x30.0,1- 11x20.0 4) 2nd unbalanced Regular Lumber Inc eas1.33. Plate Increase=1.33 Unifomn Loads (p1» Vert 1-6=- 30.0, 6. 11x90.0,1- 11x20.0 Job 5A82 Truss T5 Truss Type ROOF TRUSS • BEAUCHAMP CONST. Job Referees (optlonaO 0085 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:28:14 2005 Page 1 6-7 -15 12-6 -1 18 -7 -12 I 1 1 6-7 -15 5-10 -3 6-1 -11 4.00 FIT 2x4 I pcaIe = 1:35.1 7 3x4 • 6 3x4 % *111 5 i 3x4 2x4 4 3 0 • • � 1 .4 rt► nil 11 6 ►i 3x4 3x4 = 10 9 8 3x4 = 3x4 = 3x4 = 3x4 = -11-0 9-7-0 18-7-12 1 0 I 0 -11-0 8 - 8 - 0 9-0-12 Plate Offsets (X,Y): 11:0- 39.0 -1-81 LOADING (pet) SPACING 2-0-0 CSI DEFL in doe) Udell Ltd PLATES GRIP TCLL 30.0 Plates Incxease 1.33 TC 0.81 Vert(LL) 0.12 1 -10 >999 240 MO20 2491190 TCDL 15.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.21 8-10 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.50 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 93 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 310.12 oc purlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid celling directly applied or 4.10-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 SLIDER Left 2 X 4 SYP No.3 2 -11 -14 REACTIONS (Ib/size) 8.1001/Mechanical, 1.1001/0-7-4 Max Horz 1 =581(Ioal case 2) Max Upiift8=- 771(Ioad case 2), 1=- 573(load case 2) FORCES (Ib) - First Load Case Only 3= 3-4=-1588, 4-5=-1435, TOP CHORD 1 -2= -2125, 2- 55=103, 87=50 -2043, 10=1025, 8-9=1025 BOT CHORD 1- 10=1945, 9. WEBS 3-10=- 832, 5. 10=710, 55=1251, 7- 8=-214 NOTES 1) VNnd: ASCE 7-98; 148mph; h=38ft TCDL =5.0psf; BCDL=5.0ps1 Category II; Exp C; endosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. 2) Refer to glder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 771 Ib uplift at Joint 8 and 573 Ib uplift did/it 1. 4) This truss design conforms with Florida Building Code 2001, based on parameters Imitated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1 -7=- 90.0,1.8= -20.0 2) C-C Wind: Lunber Increase=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1- 7=83.9,1 -8= -10.0 Horz:1 -7= -93.9 Job 5A62 Truss T8 Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0088 Job Reference (optional) 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 141028:18 2005 Page 1 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6 -8-10 12 -7-8 18-3-0 22 -7-4 28 -9-12 35-2-0 39-3 -2 44-2-0 6-8-10 5 -10-14 3-7-8 6-4-4 6-2-8 6-4-4 4-1 -2 4-10-14 Scale = 1:78.9 2x4 II 5 5x8 = 3x8 = 5x8 WB= �_� 7 8 9 ■ 3 4 „/ 4x12 = 3x6 3x8 = 3x8 O 8-8-6 0-11-0 7-7-6 4.00 I 12 2x4 \\ 3x6 21 20 19 18 17 3x4 = 4x9 = 4x9 = 2x4 II 8x15 MI116 WB= 7x10 MI118H= 16-3-0 7-8-10 8x15 MI116= 10 16 15 14 3x8 = 5x8 WB= 3x4 = 2x4 11 12 4x12 = 4x12 3x8 = 43-3-0 481 -21-0 8-1-0 0-11-0 22 -7-4 28 -9-12 35-2-0 6-4-4 6-2-8 6-4-4 Plate Offsets (X,Y): [1:0.0- 7,0.2 -01, 18:0-4- 0,0341,18:0 4.0,Edpel, [10:0 - 10.8,0.2 -01, [13:0 -0.7 0 -2-01, [13:1 -2 -2,0 -2-01, [16 03-0.010, [19:0312,0 -1-8), [20:0.4- 8,Edpe) LOADING (psf) TCLL 30.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.98 BC 0.85 WB 0.83 (Matrix) DEFL In (lac) Udeft Lid Vert(LL) 1.59 17 >329 240 Vert(TL) -1.77 17 -19 >295 180 Horz(TL) 0.38 13 n/a rile PLATES GRIP MI120 249/190 MII18H 195/188 M1116 174/128 Woight 214 I BRACING TOP CHORD 2 X 4 SYP SS 'Except' TOP CHORD Sheathed. 1.4 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 2 -7-8 oc bradng. BOT CHORD 2 X 4 SYP SS WEBS 1 Row at midpt 5-19, 10-18 WEBS 2 X 4 SYP No.3 'Except* 5-19 2 X 4 SYP Not SLIDER Left 2 X 4 SYP No.3 3.0-8, Right 2 X 4 SYP No.3 2-0-7 REACTIONS (fblsize) 1=2396/0-7. 4,13=23900 -7-4 Max UpiIft1 =1855(load case 2),13= - 1885(10 d case 2) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=- 8253, 2- 3= -8148, 3-4- 5911, 4- 5= -5833, 54=-8874, 8.7 =-8018, 7-8=- 7853, 8-9=-7853, 9-10= - 7853,10-11=- 5938,11- 12=-8132, 12- 13= -8239 BOT CHORD 1 -21 =5831, 2021= 5038,19- 205038,18.19 0,17- 16=8890,18- 17=8890, 15.18 =5822,14-15=5822,13-14=581 WEBS 3. 21x456, 5.21= 714, 5- 19=4753, 8-19=- 3099, 7-19=-715, 7- 17=120, 7- 16=-932, 9.18=- 542,10-18=2473,10-14=232,11 -14= -2 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7- 98;148mph; h =38th TCDL =5.0psf, BCDL=5.0psf, dory II; Exp C; endosed:C -C interior zone; cantilever left and light a :Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connectlon (by others) of truss to bearing Mate capable of withstanding 1855 lb uplift at joint 1 and 1885 m uplift at Joint 13. 8) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Unlfomh Loads (oft) Vert 1- 5=- 90.0, 54=40.0, 6.10=- 90.0,10-13=- 90.0,1 -13= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p1» Vert 1- 5=82.6, 54=82.6, 6.10=92.0,10-13=82.6,1 -13 -10.0 Horz:1 -50-92.6, 5492.6,1013=92.6 Drag: 8- 7= -0.1, 9- 10=0.1 3) 1 st unbalanced Regular: Lumber Increase=1.33, Plate In1.33 Uniform Loads (p1» Vert 1-5=- 90.0, 5-8=- 30.0, 8- 10x30.0,10-13=- 30.0,1 -13= -20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p Vert 1- 3=-30.0, 5-0=-90.0, 6.10=90.0,10-13x90.0,1 - 13x20.0 Job 5-082 Truss 17 Truss Type ROOF TRUSS ply 1 Ply 1 BEAUCHAMP CONST. 0087 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 8 Mar 25 2003 MTek Industries, Inc. Mon Feb 1410:28:18 2005 Page 1 6 -8-10 12 -7-8 ?4-3 -9 20 -6-11 26 -10-5 33-2-0 38-3 -2 44-2-0 6-8-10 5 -10-14 1 -7-8 6-3-11 8-3-11 6-3-11 5-1 -2 5 - 10 - 14 Scale = 1:78.9 4.00 FIT 7x10 MII18= 3X4 = 2x4 U 5x8 = 3x4 = 5x8. WB— 6x10 MII18= 4x9 5 8 7 8 9 10 O r, 3x4 _ _ —. 11 u: ' 2 ` 13 a rol = I� 4x12 = 21 20 19 18 17 1615 14 4x12 = 4x12 3x8 3x8 ' 3x4 = 4x9 = 6x10 = 3x4 = 3x8 = 2x4 11 3x8 — 3x6 ' 6x10 M1116 WB= 5x8 WB= OT11i0 7-6-6 14-3 -0 23-8 -8 33-2-0 38-3 -2 1 43-3-0 411-2T0 1 i 0-11-0 6-7-6 8-8-10 9-5-8 9 -5-8 5-1 -2 4 -11 -14 0-11-0 Plate Offsets (X,Y): [1:0- 0- 7,0.2-01, (8:0- 1- 0,Edpel, [10:0-58,0 -2-01, [13:0-0.7,0 -2-01, [18:0.5-0 Edpe), [19:0.5.0,0.1-81, [20:0.48,Edge1 LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) 1.1917 -19 >440 240 M1120 249/190 TCDL 15.0 Witter Increase 1.33 BC 0.74 Vert(TL) - 1.3917 -19 >378 180 M1116 1741126 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.34 13 n/a Na BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 216 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS *Except* TOP CHORD Sheathed or 2 -2 -14 oc poplins. 1-4 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 2-9-6 oc bracing. BOT CHORD 2 X 4 SYP SS WEBS 1 Row at m(dpt 7 -19, 9-15 WEBS 2X4SYPNo.3 SUDER Left 2 X 4 SYP No.3 3-0-8, Right 2 X 4 SYP No.3 2 -7-5 REACTIONS (Ib/size) 1.2396/0-7-4, 13.2396/0-7-4 Max Uplift1 =1663(load case 2),13=- 1677(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1- 2= -6248, 2- 3= -6138, 3-4= -6057, 4-5=- 5982, 54= -6626, 6- 7=8220, 7-8= -6994, 8-9=- 8994, 9-10=- 5371,10.11=- 5654,11- 12=6151',1213= -82 BOT CHORD 1 -21 =5823, 20.21 =5066,19.20=5068,18 -19= 7075,17- 18=7075,16-17=6753,15 - 16=8753,14- 1 5 = 5835 , 13. 14 WEBS 3.21=- 412, 5.21 =792, 5-19=3228, 6-19=- 2293, 7 -19=- 997, 7-17=-124, 9.17=372, 9-15= - 1612,10- 15=1204,11 -15=- 548,11 -14=52 NOTES 1) Unbalanced roof five loads have been considered for this design. 2) Ward: ASCE 7 -98; 146mph; h =36ff; TCDL =5.0pst BCDL =5.0psf 'Category II; Exp C; enclosed;C -C interior zone; cantilever let and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water palling. 4) All plates are M1120 plates unless otherwise Indicated. 5) Provide mechanical c nnecflon (by others) of truss to bearing plate capable of withstanding 1863 Ib uplift at joint 1 and 1877 Ib uplift at joint 13. 8) This truss design c nfams with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular Lumber Inctease=1.33, Plate Inaease=1.33 Uniform Loads (00 Vert 1- 5=- 90.0, 5-6= -90.0, 6-10=- 90.0,10.13=- 90.0,1 -13= -20.0 2) C-C Wild: Lumber Increase=1.33, Plate Inc ease=1.33 Uniform Loads (p10 Vert 1- 5=82.8, 5- 6=82.8, 610=92.0,10. 13=82.8, 1- 15=-10.0 Horz:1- 5-92.6, 5-=92.6,10- 13=92.6 Drag: 67= -0.1, 9-10=0.1 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Inc ease.1.33 Urdfumr Loads (p8) Vert 1- 3=-90.0, 5-6=- 30.0,1-10=- 30.0,10. 13=-30.0,1- 13=20.0 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1- 5= -30.0, 5.8= -90.0, 6-10=-90.0, 10-13=-90.0, 1-13=-20.0 • • Job 5A82 Truss TB Truss Type ROOF TRUSS Qty 2 Ply 1 BEAUCHAMP CONST. 0088 Job Reference (tuitional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:28:19 2005 Page 1 6 -8-10 12 -7-8 18-6-6 24-4-0 � J 6-8-10 5 -10-14 5 -10-14 5 Scale = 1:41.1 4.00 Fri 4x9 = 5 3x4 �\ 3x4 2x4 \ \ 6 2x4 // 4 h 3 D ' 8 2 Allft1141*‘11ft4....P r 6 ► 3x4 3x6 4x9 = 12 11 10 4x9 = 3x4 = 3x4 5x8 = 3x4 = 3x4 = -4 8-0-0 17-3 -0 1 24-4-0 p-11 0-11 -0 7 -1-0 9-3-0 7 - Plate Offsets (X,Y): 11:0.1- 1,0-2- 0],[9:0.0. 7,0.2- 3],[12:0- 4- 0,0 -3.0] LOADING (pert) SPACING 2-0-0 CSI DEFL in goc) 1/dell lid PLATES GRIP TCLL • 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) 0.22 10-12 >999 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.85 Vet(TL) -0.38 10-12 >755 180 BCLL 0.0 Rep Stress Ina YES WB 0.40 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2001 /ANS195 (Matrbr) Weight 109 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 3-3 -4 oc purline. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid celitng directly applied or 4-8.13 oc bracing. WEBS 2 X 4 SYP No.3 SUDER Left 2 X 4 SYP No.3 3-0-7, Right 2 X 4 SYP No.3 2 -11 -15 REACTIONS (Ib/size) 9=1322/Mechanical, 1=1322/0-7-4 Max UpIif9=- 872(Ioad case 2), 1=- 872(l0ad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2= -3095, 2- 3=- 3009, 3-4=- 2815, 4-5 -2881, 5.8=- 2573, 8.7=- 2847, 7-8=-2812, 8-9=-2892 BOT CHORD 1- 12=2855,11- 12=1923, 10.11 =1923, 9- 10=2830 WEBS 312=- 500, 5. 12=911, 5- 10=702, 7- 10=484 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7- 98;148mph; h =38ft; TCDL =5.0psf; BCDL=5.0psf; Category II; Exp C; enclosed;C -C interior zone; cantilever left and right rased ;Lumbar DOL =133 plate grip DOL =1.33. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 872 Ib uplift at joint 9 and 872 Ib uplift at Joint 1. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pH) Vert 1- 5= -90.0, 5.9s90.0,1 -9= -20.0 2) C-C Wnd: Lumber Increase=1.33, Plate Ind e=1.33 Uniform Loads (pH) Vert 1- 5=82.8, 5-9=82.8, 1-9=-10.0 Haz:1 -5=- 92.8, 5.9=92.8 3) 1 st unbalanced Regular Lumber Increase=1.33, Plate Incease:1.33 Uniform Loads (pH) Vert 1- 5=- 90.0, 5-9=-30.0, 1-9=-20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert 1-5=- 30.0, 5-9=- 90.0,1- 9 -20.0 Job 5A62 Truss T9 Truss Type ROOF TRUSS 4q 26 1E' BEAUCHAMP CONST. 0089 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 a Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:28:20 2005 Page 1 7 -9-12 14 -8-13 22 -1-0 29-5 -3 36-4.4 44-2-0 7 -9-12 6-11 -1 7-4-3 7-4-3 6-11 -1 7 -9-12 Scale = 1:75.7 7x10 MII18H= 4.00 1 6 4x7 5 4 . S.. 3x4 7 4x7 2x4 \\ 8 2x4 // .. .. 3 9 4111111 11 " - - - 3x8 3x8 4x12 = 18 17 16 15 14 13 12 4x12 = 3x8 = 3x8 3x4 = 4x7 = 3x4 = 3x4 = 4x7 = 3x4 = 3x8 3x8 3x6 = O 9-6-9 18 -5-10 25-8-6 347 -7 43-3-0 414 2i0 I 0-11-0 8-7 -9 8-11 -0 7 -2 -13 8-11-0 8-7 -9 0-11-0 Plate Offsets (X,Y): 11:0.0 - 7,0.2 -01, 111:0 -0-7,0 -2-01, [17:0.38,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) 0.71 14-16 >738 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.95 Ved(TL) - 0.90 18-18 >580 180 MII18H 195/188 BCLL 0.0 Rep Stress Inc* YES WB 0.91 Houz(TL) 0.28 11 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matdx) Weight 217 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 2-5-5 oc puffins. BOT CHORD 2 X 4 SYP SS *Except* BOT CHORD Rigid ceiling directly applied or 3-4-7 oc bracing. 15-17 2 X 4 SYP Not WEBS 2X4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-7-15, Right 2 X 4 SYP No.3 3-7-15 REACTI01• (Ib/size) 1 =2398/0- 7-4,11 =2398/0 -7-4 Max UpfHH= -1581 goad case 2),11 =1581(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2= -5176, 2-3=-8088, 344-5818, 4 5- 5713, 5-8=-4410,13-7=-4410, 7-8=-5712, 8-9=-5815, 9-10=- 8087,10 -11= -8175 BOT CHORD 1 -18 =5758,17- 18=4741,18- 17=4741,15- 18=3583,14-15=3583, 13. 14=4741,12- 13=4741,11- 12=5755 WEBS 3-18=- 570, 5- 18=949, 5-18=-1087, 8- 16=1144, 814=1144, 7 -14 -1087, 7- 12=948, 9.12= -570 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 148mph: h =38ft TCDL =5.0psf BCDL =5.Opaf; Category 11; Exp C; enclosed ;C -C Interior zone; cantilever lit and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) All plates are M1120 plates unless otherwise Indicated. 4) Provide mechanical connection (by otters) of truss to bearing plate capable of withstanding 1681 Ib uplift at Jol nt 1 and 1581 Ib uplift at Joint 11. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regutac Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p10 Vert 1- 8=- 90.0, 8- 11=- 90.0,1 -11 =20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Unfom Loads (p11) Vett 1- 842.8, 811=82.8,1 -11 -10.0 Harz: 1-8= -92.8, 811=92.8 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 UNfam Loads (p Vert 14=-90.0,8-11=40.0, 1-11=-20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pH) Vert 1- 8= -30 .0, 811= - 90.0,1 -11 =20.0 Job 5A62 Truss T9A Truss Type ROOF TRUSS - City 19 Ply 1 BEAUCHAMP CONST. 0070 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 8 Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:2822 2005 Page 1 2 7 - 9 - 12 144 22 -1-0 29-5 -3 38-44 , 44-2-0 46 -2-9 1 - I 2-0-0 7 -9-12 6-11 -1 7-4-3 7-4-3 6-11 -1 7 -9-12 2-0-0 Scale = 1:82.7 7x10 M1118H= 4.00 Fl 2 7 4x7 3x8 ' \ 3x6 6 4x7 -. 2x4 \\ 5 9 2x4 // � 4 •• 10 11 2x411 3 1 2 _ _ _ - 12 13 I s- — 3x6 20 19 18 17 16 15 14 3x6 4 x12 4x12 = 4x7 = 3x6 5 3x6 = 4x7 = 3x6 = 3x6 = 4x7 = 3x6 = 3x8 - = 3x8 = 0T11r0 9-6-9 18 -5-10 25-8 -6 34-7 -7 434-0 41-21-0 I 0-11-0 8-7 -9 8-11-0 7 -2 -13 8-11-0 8-7 -9 0-11-0 Plate Offsets (X Y): [1:0.2 -2,0- 1-01,12:0- 00.7,0 -2-01, 12:0.1- 6,EdgeL 1120-0-7,0.2-01, 112:0- 1 -0,Edoel, 1130-2-2,0-1-01 119:0-3-8,Edgel LOADING (psl) SPACING 2-0-0 CSI DEFL In (loc) Udef L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) 0.6818 -20 >768 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.94 Vert(TL) -0.9018 -20 >580 180 MII18H 195/188 BCLL 0.0 Rep Stress In YES WB 0.87 Hoz( L) 0.28 12 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrbc) Weight 231 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 2-5.7 oc purins. BOT CHORD 2 X 4 SYP SS 'Except` BOT CHORD Rigid ceiling directly applied or 3.7 -2 oc bradng. 17- 192X4 SYP No.2 WEBS 2X4SYPNo.3 OTHERS 2 X 4 SYP No.3 SUDER Left 2 X 4 SYP No.3 3 -7 -15, Right 2 X 4 SYP No.3 3-7-15 REACTIONS (Ib/size) 2=2603/0-7-4, 12=2803/0-7-4 Max UpIif2=- 2036(Ioad case 2), 12=-2036(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=55, 2- 3= -6100, 34=5959, 4-5=- 5728, 5-8=- 5826, 8.7=- 4371, 7-8=-4371, 8-0=- 56225, 9- 10x5725,10.11=- 5958,11 -12=- 6099,12 -13=55 BOT CHORD 2 -20 =5853,19. 20=4694,1819=4894,17 - 18=3550,18 -17= 3550,15. 16=4894,14- 15 14 WEBS 4-20=-537, 8- 20=898, 8. 18=-1071, 7- 18=1132, 7- 16=1132, 8- 16=-1071, 8- 147,10.14= -537 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 148mph; h=38ft TCDL=5.0psf; BCDL=5.0ps1, Category II; Exp C; enclosed:C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) All plates are M1120 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2038 Ib uplift at joint 2 and 2038 Ib uplift at joint 12. 5) This truss design conforms with Florida Building Code 2001, based an pararneters indicated. LOAD CASE(S) 1) Regular: Lumber inc ease=1.33, Plate Increase=1.33 Uniform Loads (p10 Vert 1- 7x90.0, 7- 13=-90.0, 2- 12=- 2) C-C Wind: Lumber Increase=1.33, Plate Irxxease=1.33 Uniform Loads (pit) Vert 1- 2=197.8, 2- 7=82.6, 7-12=82.6, 12-13=197.8, 2- 12=-10.0 Hon.: 1-2=-207.8, 2- 7x92.8, 7=12=92.6,12- 13=207.8 3) 1st unbalanced Regular: Lumber In1.33, Plate Incr1.33 Uniform Loads (p11) Vert 1- 7x90.0, 7- 13=-30.0, 212=-20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Inaease=1.33 Unifw n, Loads (p1t) Vert 1 -7 = -30.0, 7-13=-90.0, 2-12=-20.0 Job 5A82 Truss 19B Trues Type ROOF TRUSS Qty 17 Ply 1 BEAUCHAMP CONST. 0071 Job Reference (optlonal) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 Mffek Industries, Inc. Mon Feb 14102823 2005 Page 1 6 -6-12 13 -5-13 20 -10-0 28-2 -3 35-1 -4 41-8 -0 � 8-8-12 8-11 -1 7-4-3 7-4-3 6-11 -1 6-6-12 Scale = 1:72.0 7x10 M1118H= 4.0017T 6 iu 4x7 3x4 3x4 4x7 5 7 8 2x4 \\ /AIL\ ., 2x49// 9 10 11 tr I 6x10 = 4x5 18 17 16 15 14 13 12 4x5 8x10 = 4x5 % 4x5 4x7 = 3x4 = 3x8 = 3x4 = 3x4 = 3x4 = 4x7= 8-3-9 17 -2 -10 24-5 -6 33 -7 41-8 -0 8-3-9 8-11-0 7 -2 -13 8-11-0 8-3-9 Plate Offsets (X,Y): [1:0-0- 5,0.44), 111:0. 05,0 -4-41, [17:0.3- 8,Edge1 LOADING (pat) SPACING 2-0-0 CSI OEFL In (loc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.92 Vert(LL) 0.60 16-16 >832 240 MI120 2491190 TCDL 15.0 Lumber Increase 1.33 BC 0.89 Vert(TL) -0.81 16-18 >618 180 MII18H 1951188 BCLL 0.0 Rep Stress Incr YES WB 0.82 Harz(TL) 024 11 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) fight 214 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 1 -10.6 oc purhns. BOT CHORD 2 X 4 SYP SS `Except' BOT CHORD Rigid ceiling directly applied or 3.9-0 oc bracing. 15-17 2 X 4 SYP No2 WEBS 2X4 SYP No.3 SLIDER Left 2 X 8 SYP Not 3-2-15, Right 2 X 6 SYP Not 3-2-15 REACTION (ib /sIze) 1 =2292!0&0,11 =229210 -8-0 Max Uplift1=1512(load case 2),11 =1512(load case 2) FORCES (lb) - Fist Load Case Only TOP CHORD 1 -2= -5280, 2- 3= -5168, 3.4= -4977, 4.5 818, 5.8=- 4042, 6-7=-4042, 7-8= -4816, 8-9=- 4978, 9.10=- 5166,10-11= -5279 BOT CHORD 1- 18=4808,17- 18=4303,1617=4303,15. 16=3279, 14- 15=3279,13. 14.4302,12- 13=4302,11- 12=4807 WEBS 3-18=-249, 5- 18=501, 5.16=-947, 618=1029, 614=1029, 7 -14= -946, 7- 12=499, 9-12=-249 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Whnd: ASCE 7- 98;146nph; h =361t TCDL=5.0psf, BCDL =5.0peh, Category II; Exp C; endased;C -C Wear zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) All plates are MI120 plates unless otherwise indicated. 4) Provide mechanical connection Dry others) of truss to bearing plate capable of withstanding 1512 Ib uplift at joint 1 and 1512 lb uplift at joint 11. 5) This trues design conforms with Florida Building Code 2001, based on parameters Indicated. . LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p8) Vert 1-6=-90.0, 6-11.-90.0, 1-11 -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p Vert 1- 8.82.6,6-11 2.8, 1 -11= -10.0 Horz: 1-8= -92.6, 6-11=92.6 3) 1st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1-6=-90.0, 6-11=- 30.0,1 -11 -20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vat 1-8= -30.0, 6-11•- 90.0,1 -11 =20.0 Job 5A82 Truss V11 Truss Type ROOF TRUSS Qty 5 Ply 1 BEAUCHAMP CONST. 0072 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 14102824 2005 Page 1 8-0-0 12-0-0 I 1 6 6-0-0 Scale = 1:18.9 4x9 = 4.00511 2 1 3x4 2 x 4 1 1 3x4 12 -0-0 1 12-0 -0 LOADING (psi) TCLL 30.0 SPACING 2-0-0 Plates Increase 1.33 CSI TC 0.33 DEFL in (loc) Udefl L/d Vert(LL) nla - n/a 999 PLATES MI120, GRIP 249/190 TCDL 15.0 Lumber increase 1.33 BC 021 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.14 Hoz(TL) 0.00 3 n/a nla BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 36 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 8-0-0 oc purOns. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1= 222 /12 -0-0, 3=222/12 -0-0, 4=878112 -0-0 Max UpIif1=- 183Qoad case 2), 3=- 183(load case 2), 4=- 458(load case 2) Max Grav1 =238(Ioad case 3), 3=238(Ioad case 4), 4=878(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=48, 2 -3=-99 BOT CHORD 1 -4=35, 335 WEBS 2- 4=-503 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wtrnd: ASCE 7-98; 148mph; h=38ft TCDL =5.Opsf BCDL =5.0pst Category 11; Exp C; enclosed;C -C interior zare; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of wilhstading 183 Ib uplift at joint 1,183 Ib uplift at joint 3 and 458 Ib uplift at joint 4. 5) This truss design conforms with Florida BulIding Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increaae=1.33 Uniform Loads (plt) Vert 1 -2= -90.0, 2-3=- 90.0,1 -3= -20.0 2) C-C VWxd: Lumber In rease=1.33, Plate Increas1.33 Uniform Loads (pit) Vert 1- 2=88.9, 23=88.9,1- 3=10.0 Harz: 1- 2=96.9, 2- 3=98.9 3) 1st unbalanced Regular. Lumber In rease=1.33, Plate In 1.33 Uniform Loads (pl ) Vert 1 -2= -90.0, 2 -3=- 30.0,13 =20.0 4) 2nd unbalanced Regular Lumber Inxease=1.33, Plate In rease=1.33 Uniform Loads (pif) Vert 1- 2= -30.0, 2- 3=- 90.0,1- 3=-20.0 Job 5A82 Truss V15 . Truss Type ROOF TRUSS Qty 5 Ply 1 BEAUCHAMP CONST. 0073 Job Reference (optional) BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 5.100 s Mar 25 2003 MRek Industries, Inc. Mon Feb 141028:25 2005 Page 1 8-0-0 16-0 -0 I 1 8-0-0 8-0-0 Scale = 1:25.3 4x9 = 4.00 FIT 2 II lb. 3x6 : - 5x8 = 3x6 16 -0-0 I 16-0 -0 Plate Offsets (X,Y): 14:0. 4-0,04-01 LOADING (pat) SPACING 2-0-0 CSI DEFL in (loo) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.81 Vert(LL) Ma - n/a 989 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.39 Veit(TL) n/a - nla 999 BCLL 0.0 Rep Stress Ina YES WB 0.18 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (MOW Weight 49 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 8-0-0 oc outline. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (b/eize) 1 =309/18.0 -0, 3=309/18.0-0, 4=944/18.0.0 Max Uplifll =220(load case 2), 3=22000ad case 2), 4=- 8180oad case 2) Max Grav1=331 goad case 3), 3=331(Io ai case 4), 4 =944(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=85, 2- 3=-137 BOT CHORD 1 -4=49, 34=49 WEBS 2-701 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 148mph; h=38ft; TCDL=5.Opsf; BCDL =5.0psf; Category 11; Exp C; enclosed ;C -C hderior Zane; cent lever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connectlan (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint 1, 220 lb uplift at joint 3 and 818 Ib uplift at joint 4. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicted. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase.) .33 Uniform Loads (pit) Vert 1 -2= -90.0, 2-3=-90.0, 1-3=-20.0 2) C-C WUd: Lwnber Inaease=1.33. Plate Increase=1.33 Uniform Loads (pct) . Vert 1- 2=84.5, 2-3=84.5, 1-3=-10.0 Harz: 1-2=-94.5, 2- 3=94.5 3) 1 st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pd) Vert 1 -2= -90.0, 2- 3=- 30.0,1 -20.0 4) 2nd unbalanced Regudar: Lumber Increase=1.33, Plate lncrease=1.33 Uniform Loads (pit) Vert 1-2=-30.0, 2-3.-90.0, 1-3=-20.0 Joy 5A82 Truss V19 Truss Type ROOF TRUSS Qty 1 Ply 1 BEAUCHAMP CONST. 0074 Jab Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 a Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410 2005 Page 1 10-0-0 20-0 -0 1 10-0 -0 10-0-0 Scale = 1:31.6 4x9 = 3 4.00 rl 2 /MN.- L F ' • n ra .." _ III 3x4 3x4 % 2x4 11 2x4 I I 3x4 = 2x4 I I 20-0 -0 20-0 -0 LOADING (pat) TCLL 30.0 SPACING 2-0-0 Plates Increase 1.33 CSI TC 0.41 DEFL in (Ioc) Vdell Lid Vert(LL) n/a - n/a 999 PLATES MI120 GRIP 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.09 Vert(TL) n/a - n/a 999 Ho 0.00 5 n/a n/a BCLL 0.0 BCDL 10.0 Rep Stress Ina YES Code FBC2001 /ANSI95 WB 0.14 (Matrix) z(L) Weight LUMBER TOP CHORD 2 X 4 SYP Not TOP Sheathed or 6-0-0 oc putt's. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid can directly applied or 10-0 -0 oc bradng• OTHERS 2 X 4 SYP No.3 REACTIONS (1b/size) 1=105/20.0 -0, 5=112/20 -0-0, 8=837/20 -0.0, 9=587120.0.0, 8=544/20.0.0 Max Harz 1=82(load case 2) Max UpAR1=- 49(load case 2), 5=- 48(Ioad case 2), 8=- 403(ioad case 2), 9=- 427(load case 2), 6=- 439(load case 2) Max Grav1 =105(Ioad case 1), 5=112(load case 1), 8=837(load case 1), 9=800(Ioad case 3), 8=578(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=10, 2-3=-134, 34 - 134, 4 -5=-68 BOT CHORD 1 -9=0, 8-9=0, 7-8=0, 8.7=51, 5-8=51 WEBS 34= -539, 2 -9=- 457, 4- 8=-459 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph; h =381t TCDL=5.0pst BCDL =5.0psf, Cater 11; Exp C; enclosed;C-C Interior zone: cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. 3) Gable requires continuous bottom dead bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 Ib uplift at joint 1,46 uplift at joint 5, 403 Ib uplift atloint 8, 427 Ib uplift at joint 9 and 439 Ib uplift at joint 8. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular Lumber Inaease=1.33, Plate Inc rease=1.33 Uniform Loads (pit) Vert 1- 3=90.0, 3-5=- 90.0,1- 5 -20.0 2) C-C Wlmd: Lumber Increasafl1.33, Plate Imxease=1.33 Uniform Loads (pit) Vert 1- 3=83.9, 3-5=83.9, 1-5=-10.0 Hon: 1- =43.9.35=93.9 3) 1 st unbalanced Regular Lumber Inaease=1.33, Plate Ircrease=1.33 Uniform Loads (pit) Vert 1- 3= -90.0, 35=40.0,1 -5= -20.0 4) 2nd unbalanced Regular: Lumber Imxease=1.33, Plate Increase=1.33 Uniform Loads (pin) Vert 1-3=40.0, 3-5=-90.0, 1-5=-20.0 Job 5A82 Truss V2 Truss Type ROOF TRUSS Qty 2 Ply 1 BEAUCHAMP CONST. 0075 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon 2-0-0 Feb 14102827 2005 Page 1 Scale = 1:4.5 2-0-0 4.00 Fly 4 w, , 'v V' ,.... I I / IIIFIIIIIIIII, I/ IFIFIFIIIIIII ,IVIFIFIr1 /Nrvrv. ,r No v , 1 ■ ■ 2 -0-0 2-0-0 2x411 Plate Offsets (X,Y): 12:0-2-8,0-1-01 LOADING(pst) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 0.90 Lumber Increase 0.90 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.00 BC 0.02 WB 0.00 (Matrix) DEFL In (Ioc) Vdefi L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 n/a n/a PLATES GRIP M1120 249/180 fight 5113 LUMBER BRACING TO CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 2 X 4 SYP No.2 BOT BOT CHORD 2 X 4 SYP Not REACTIONS (Iblsize) 2=182 -0-0,1 =18/2-0-0 FORCES (lb) - First Load Case Only BOT CHORD 1 -2=0 NOTES 1) Wind: ASCE 7-98; 148mph; h =36ft; TCDL=5.0psf; BCDL=5.0psf; Category 11; Exp C; enclosed;; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Gable requires continuous bottom chord bearing. 3) This truss design conforms wl h Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=0.90, Plate Increase=0.90 Uniform Loads (pity Vert 1- 2-20.0 2) C-C Wind: Lumber Increase=0.90, Plate Increase=0.90 Uniform Loads (p10 Vert 1 -2= -10.0 Job 5A62 Truss V23 Truss Type ROOF TRUSS qty 1 Ply 1 BEAUCHAMP CONST. 0076 Job Reference (optiaud BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:28:28 2005 Page 1 12-0-0 24-0-0 12-0 -0 12-0-0 Scale = 1:37.9 4x9 = 3 4.001 - 10\ 2x4 II 2x4 II 2 4 1 ' • • • 0 N 3x4 8 7 6 3x4 2x4 I I 5x8 = 2x4 I I 24-0-0 24-0-0 Plate Offsets (X,Y): 17:0-4-0,0-3-01 LOADING (pst) SPACING 2-0-0 _ CSI DEFL In poc) Ildefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress In YES WB 0.17 Hoz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Might 80 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 8-0-0 oc purlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly spelled or 100-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1 =224/24.0.0, 5=224/24.0-0, 7=830/24-0-0, 8=682/24-0-0, 6=682/24 -0.0 Max Upiift1=- 140(load case 2), 5=140(Ioad case 2), 7=- 314(load case 2), 8=- 522(Ioad case 2), 6=- 522(load case 2) Max Grav1=224(load case 1), 5=224(toad case 1), 7=6a0(Ioad case 1), 8=705(ioad case 3), 8=705(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=49, 2- 3=51, 3-4- 120, 4.5=98 BOT CHORD 1 -8=33, 7 -8=33, 8.7=33, 5-6=33 WEBS 3.7= -521, 2- 8=- 538, 4. 8=-538 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98; 148mph: h=38ft TCDL =5.0psF, BCDL =5.0psf; Category II; Exp C; endosed ;C-C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 Ib uplift at joint 1,140 Ib uplift at joint 5, 314 Ib uplift at joint 7, 522 Ib uplift at joint 8 and 522 Ib uplift at Joint 6. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1- 3=- 90.0, 3-5=-90.0, 1-5=-20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (elf) Vert 1- 3=83.9, 3-5=83.9, 1-5=-10.0 Horz: 1-3=-93.9, 3.5=93.9 3) 1 st unbatananced Regular: Lumbar Increase =1.33, Plate Inaease=1.33 Uniform Loads (pit) Vert 1- 3= -90.0, 3-5=-30.0, 1-5=-20.0 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increaso=1.33 Uniform Loads (pti) Vert 1-3=- 30.0, 3-5=-90.0. 1-5 -20.0 Job 5A62 Truss V3 Truss Type ROOF TRUSS Qty 5 PIT 1 BEAUCHAMP CONST. 0077 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 a Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:28:29 2005 Page 1 2-0-0 3x4 = 4-0-0 I 2-0-0 2-0-0 Scale = 1:6.3 • 2 4.001 '_ 3 1 2x4 2x4 4-0-0 4-0-0 LOADING (pat) TCLL 30.0 SPACING 2-0-0 Plates Increase 1.33 CSI TC 0.06 [EFL In pas) Udell Ud Vert(LL) n/a - n/a 999 PLATES ORiP MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.05 Vert(TL) n/a - n/a 999 Haz(fL) 3 n/a n/a BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2001 /ANSI95 WB 0.00 (MatrW -0.00 9 m Might LUMBER TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 4-0-0 oc Partin. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid csipng directly applied or 10-0-0 oc bradng. REACTIONS (Ib/slze) 1 =121/4.0-0, 3=121/4 -0.0 Max Uplift1= -92(load case 2), 3=92(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2=-169, 2- 3=-169 BOT CHORD 1-3=149 NOTES 1) Unbalanced roof live loads have been cx nsldered for this design. 2) Wind: ASCE 7 -98; 148mph; h=381b TCDL=5.0p4 BCDL =5.0psf•, Category II; Exp C; endaied;C -C interior zone; cantilever left and dgM exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous boom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 Ib uplift at joint 1 and 92 lb uplift at joint 3. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Umber Increase=1.33, Plate Inc ease:1.33 Uniform Loads (pif) Vert 1 -2= -90.0, 2-3=-90.0, 1-3=-20.0 2) C-C Wnd: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (oft) Vert 1- 2=93.4, 23=93.4,13= -10.0 Harz: 1-2=-103.4, 2- 3=103.4 3) 1 st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1 -2= -90.0, 2- 3=40.0,1- 3=-20.0 4) 2nd unbsianced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pity Vert 1 -2= -30.0, 2-3=-90.0, 1-3=-20.0 1 ' Job ' 5A82 Truss V4 Truss Type ROOF TRUSS Qty 2 Ply 1 BEAUCHAMP CONST. 0078 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 1410:28:30 2005 Page 1 2x4 I I 4-0-0 9 40-0 le =1:7.0 4.00 ri 2 1 � � � � � � � � � � � � � � � � � � � � � � � • 4-0 -0 4x4 ..- 4-0-0 ac4 11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/delI lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.19 Vert(LL) n/a - n/a 999 MI120 2491190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc puddle, BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 SYP No.3 REACTIONS (1b/size) 1 =183/4-0-0, 3=183/4-0.0 Max Horz 1 =100(load case 2) Max Uplift'=- 104(load case 2), 3 - 138(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=34, 2- 3=-133 BOT CHORD 1 -3=0 NOTES 1) Wind: ASCE 7-98; 148mph; h =38f0 TCDL=5.0psI BCDL =5.0psf; Category II; Exp C; endosed;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Gable requires continuous bottom chord bearing. 4 This Provide mechanical connection with Fl (l others) of truss to bearing plate capable of withstanding 104Ib uplift at joint 1 and 138 Ib uplift at joint 3. design yBuilding Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-90.0, 1-3= -20.0 2) C-C W Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p11) Vert 1-2=92.0, 1-3=-10.0 Hoa:1 -2= -102.0 Job ' 5A82 Truss W Truss Type ROOF TRUSS Oty 5 Ply 1 BEAUCHAMP CONST. 0079 Job Reference (optional) BEST TRUSS CO., MIAMI, FL , BEST TRUSS CO. b.100 s Mar 25 2003 MiTek Industries, Inc. Mon Feb 14 10:2831 2005 Page 1 I 4-0-0 6-0-0 1 4-0-0 4-0-0 Scale = 1:12.6 4x9 = 4.00 FT 2 ,, 1 3 4 2x4 2x4 11 2x4 1 8-0-0 8-0-0 LOADING (pet) SPACING 2-0-0 CSI DEFL In Ooc) Udefl Ud PLATES GRIP TCLL 30.0 TCDL 15.0 Plates Increase 1.33 Lumber Increase 1.33 TC 0.22 BC 0.04 Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 MI120 249/190 BCLL 0.0 Rep Stress Ina YES WB 0.08 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weil 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 8-0.0 oc purflns. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid filing directly applied or 10-0.0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1 =18818-0-0, 3=18818.0 -0, 4=348/8 -0-0 Max Upiift1=- 141(oad case 2), 3 =141(1oai case 2), 4 -215(1 ad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=19, 2-3=-52 BOT CHORD 1-4=18, 3-4=18 WEBS 2-4= -289 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 148mph; h=38ft TCDL =5.0psf BCDL =5.0psf Category II; Exp C; enclosed;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 Ib uplift at joint 1,141 Ib uplift at Joint 3 and 215 Ib uplift at joint 4. 5) This truss design c o nfoms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1 -2= -90.0, 23=- 90.0,1 -3= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vett:1- 2=90.3, 2-3=90.3, 1-3=-10.0 Ho z:1- 2=100.3, 2- 3=100.3 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (ptt) Vert 1- 2= -90.0, 23=- 30.0,1 -3= -20.0 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pct) Vert 1 -2= -30.0, 23=- 90.0,13= -20.0 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB - 91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe projectArchitect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, • erector o e. erection contractor Is _ ad A vlsed to and read the entire booklet-UCom mentary and Recommendations :fo( Handling, In stalling'& Bracing Metal Plate Connected Wood Trusses, HIB -9V from the Truss Plate Instltute. 8' -10' 8' -10' Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. WARNING: Do not use damaged trusses. USS .STORA CAUTION: Trusses should not A be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition A where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. A WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Th us, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less - than 2x4 :_grade , marked .liirnber.' Ali conn A s be made 'with (minimum of 2 -16d nails.: All trusses assumed 2" on- center or less All multi -ply trusses should, be c together in accor- dance with design dra prior to Installation. Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless properly braced. DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line 1 ot truss of group of r i brace Spreader Bar _- 0010101 P Spreader Bar Toe In A CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar "configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracin ' of Metal -Plate Connected Wood 9 to � Trusses, DSB -89, and in some cases determine that a wider spacing is possible. GROUND ERA►GING:BUILDING INTERIO Ground brace lateral (Lty i -1 i i Approximately Approximately 1/2 truss length 1 /2 truss length Truss spans less than 30'. Approximately 1 /2 to Y3 truss len , h Toe In Less than or equal to 60' Approximately 1 /2 to %truss len th Less than or equal to 60' 60o or less Ground br -= diagonals (GBD) - Note: 2nd floc system shag have adequate (apael* to support ground braced ., 2nd floor Toe In Tag Une Toe In Ufting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Ground brace ertical (GBV) Tag Une tat floor Tag Une MECHANICAL INSTALLATION Chord * Frame 2 WARNING: Do not lift single trusses with spans greater than 30' by the peak. . j Ground brace diagonals (GB Ground brace vertical(GBV) Backup ground stake Tag Une At or above mid - height Tag Une Driven ground stakes Strongback/ SpreaderBar \\\\ Approximately 1/210 ' /� truss length 2/2 '/ 10' 10' �I\ I\ I\ I%I II/��► �� Approximately 3 to 3 /, truss length > Strong back/ SpreaderBar CAUTION: Ground bracing required for all installations. Greater than 60' Greater than 60' Typical vertical attachment - Strut (ST) 10' D!E CIi�G' E� 6LDiNG EXTERIOR I qi Typical horizontal tis member with L multiple stakes (HT) (around Brace V Verticals (GBV) Grou brae- 1s truss of b rwi - group of true embrace (EB) Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle togetherand caueecollapee if therelano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 —� 4 or greater Gs s rt WARNING: Failure to follow these recommendationo'COUId result In severe personal injury or damage to trusses or b011dings.' Up to 28' Over 28' - 42' Over 42' - 60' Over 60' 2.5 3.0 3.0 7' 6' 5' SP /DF 17 9 5 SPF /HF 12 6 3 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. Frame 3 SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' TOP CHORD ... MINIMUM LATERAL E.I�ACE PITCH, SPACING(Lr 4/12 4/12 4/12 6' 5' TOP 0 RD DEAGOINAL BRACE SPACING (513& [# trusties] SP/eF 20 SPF /HF 15 10 6 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 12 5 - ce 6 ' •04? 4,o SP - Southern Pine SPF - Spruce - Pine -Fir CHE TRUSS ; Top chords that are laterally braced can buckle togetherand caueecollapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. I SCISSORS TRUSS Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. 12 --� 4 or greater Permanent -� continuous Gin lateral bracing ° as specified by the truss engineering. Frame 4 Upto32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 BOTTOM LATERAL BRACE SPACING(LB& 15' 15' 15' BOTTOM CHORD DIAGONAL BRACE SPACING (DB& [ #; trusses] SP /D _SPF /HF 20 10 6 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. roM cH®i ®P I A WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. Up to 32' Over 32' - 48' MINIMUM DEPTH 30" 42" TOP CHORD LATERAL BRACE SPAClNG(LB 8' 6' 48" 5' TOP CHORD DIACONAL BRACE SPACING (D8 s ) [# trusses] SP /DF SPF /HF 16 110 6 1 4 I 2 See a registered professional engineer All lateral braces lapped at Least two trusses. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir a N 1404,, Ir.'0■ 1 end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. A WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSSTOP CiORD Top chords that are laterally braced can buckle togetherand cause collapse if there teno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puffins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated or" both ends of the truss system. End diagonals are essential for stability and must be duplicated on both ends of the truss system. 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand cause collapse I there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Frame 5 �Gl5o 3 22 ( Continuous Top Chord Lateral Brace Required 10n or Greater Attachment Required Continuous Top Chord —� Lateral Brace Required N. 10" or Greater Attachment % Required rr 30" or greater - 3 Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. D(In) . D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' L(In) 1/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(In) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' SPAN MINIMUM PITCH Up to 24' 3/12 Over 24' - 42' 3/12 Over 42' - 54' 3/12 • TOP :CHORD LATERAL BRACE S PAC' NG (LBs) 8' 7' 6' TO CH DIAGONAL:IMACE SPACING (# trusses] SP DF 17 10 6 SPF/HF 12 6 4 Over 54' See a registered professional engineer DF - Douglas Fir-Larch HF - Hem-Fir Truss Depth D(In) Top chords that are laterally braced can buckle togetherand causecollapse tither° rano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MONO TRUSS Maximum Misplacement Diagonal brace also required on end verticals. PLUMB Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce-Pine-Fir A WARNING: Failure to follow these recommendations could result In severe personal Injury or damage to trusses or buildings. Lesser of D/50 or 2" Plumb Line LATION TOLERAN ' INSTAL OUT-OF-PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut trusses. 1 1 ± v." Frame 6 ........ ...... .............................. 12 — 7 3 or greater Length L(In) t Lesser of 1/200 or 2" OUT-OF-PLANE INSTALLATION TOLERANCES. All lateral braces lapped at least 2 trusses. BOW ........ ............. ........................... .............. ............. • ........................ c L(in) L(In) . . ...... . Lesser of 1/200 or 2" DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. 0. Rua 80) Montgomery .fit■ 56069 .APPROVED: WI; `i /200I MIAMI -DADE (MU NI Y. FLORIDA METRO-D4DF FLAMER BUILDING HI ILU1%c. runt Ct)MMPl.1 %%CF C)FIWY 1104..m)..t: ttil1I:Ili II DIM', 1»1;111 S'. r: .14111 - Rr :^II : ::I \tI %NI!. !:;.01:!:)%.. t'.. j... t OS I KACI OR 1.1CLNSING SECT To% c ON1K.u'IUIt1%FORt 1 :M1:% I &)I% Imo% Mont C'1 CLAIROL M%lstl" Your application for Notice of Acceptarce I"ZOA I Wood Connectors under Chapter S of the Code of Miarni -Dade County governing the use of Alternate Materials and Types of Construction. and completely described herein, has teen recommended for acceptance by the Miami -Dade County Building Code Compliance Office IBC'CO) under the conditions specified herein. This NOA shall not be valid alter the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant ti)r quality control toting. It this product Or material fails to perform in the approved manner. BCCO may revoke, modify. or suspend the use of such product or material immediately.- 13CCO resort, es the right to revoke this. approval... if it is determined h }' BCCO.that this ,product or fails to meet the requirements of the South Florida Building Code. The expense of such tasting will. be incurred by the manufacturer. ACCEPTANCE NO.: 00 1227. EXPIRES: 12)03/200§ Raul Rodriguez Chief Product Control Division THIS IS THE CO.VERSIJEET. SEE. AUI)ITIONAI, Ijt(I:•p S FOR SPITIFtC ANp`t :E :NE :RA1, CONDITION'S BUILDING COOS & PROIWCT REVIEW CO%IMITTEF. application for Product Approval has been rr. icw•ed by the . BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County.. Florida under the conditions set ror:h ago% e. ! r ;u►ci..;s) 1 Quintana. R A Dirc.:GN til;ami D.ii Ct'untt 1 uiLta +� Code Camp :ian •)4S'C' 'rpr.: ;x• scT,•ir.s nor ee sccevsance •c... ;,,t, r Internet mall addretv mutmastcr'd'huitd)n^cndeenl{ne cum Itomepal•c: http: 0►....huuldintcii1ic nlins:..• •n United Steel Products Comm nn. .tC(.'EI' l .� % C 'F: �( Ut1- 122'.(11 .. rrRovFD: MAR ' 5 2001 EXPIRES: 12:02 2006 NO t ICE OF . CFPTANCE: SPECIFIC, CUYI)ITI INS 1. SCOPE 1.1 this renews the Notice of Acceptance No. 98.1: i4:h was i.:ued i►n C4 01:i 90. It .ippro■cs +eLW :onttce:tarr; as dcse:ribcd in Section 2 of this Notice •:. Acceptance. designed 10:+tmp1∎ +.ilh Ibc South Floral,: Building Code (Sh13C). 1 Edition for R1:ami•Dade: Cot.n :; for :he locations %%Mere the aitu.tl ILasds s. determined by SFBC Chapter 23, do not a ci .I ti,L dcirtn loan rr.dr.akeei in the approved drawing;. 2. PRODUCT DESCRIPTION 2.1 The L'oitcd Steel Wood Connectors shat: be fabri;:uted and us J in strut «inpit:mee with the f thies Documents: Drawing No. 11J11 -PA -PC & USG -'fl'. sheet 1 and 2 of 2: titled "Wood Counectorti', prepared by United Steel Products Company. dated 12;12,110 +c ith no revisions The drawings shall bear the Miami-Dade County Product Apl:ro'.aT.ctamp with the Notice o: Acceptance number and approval data by the Miami-Dade Product Control Division. The Jt .unecnts shall hereinafter be rctirred to as the approved draw i ngs. 3. LIMITATIONS 3.1. Allowable 1044 are for Southern Pine or !letter with a specific gravily of 0. as. unJ moisture content of i 9% or leas. 3.2 Allowable Toads are based on testing per:ASTM D 761 and calculations per Nati trtaf Design Specifications' Wr Wood Construction 1991 Edition & 1 . Errata: 4. INSTALLATION .4.1 The %oocl connectors. shall be installed in strict compliance with the approved draw in_: s. S. LABELING 5.1 Each wood tonne ctur:shall bear a permanent label with martetaeterrer'; n:une ar i..> . city, state and the. following statement: "Miami-Dade County Product Control Appresed ": 6. BUILDING PERMIT 6.1 Application for Building Permit shaft he ac:umpanied by copies at the foltowia : 6.1.1 This Notice of Acceptance 6.1.2 Duplicates copies of the approved drawings ss iJi:EtircJ is Seetiti ■NI 2 of thrs N tli;c of Acceptance, clearly marked lei show the hangers and artles selected rot the proposed d installation. 6.1.3 All other document. t'equired by the Bt. riding Olfcial or the SI'13C in order to prn crl} e+alunie :he installation 4.f these: products. Can. id(' Vont. l'1., Sr i'r.'ctuct Cont-a E:v, tourer l'r Co-ti- )1 1)1..r <::-r. 1,`.t1.I,eCI Stcrt Pt-uSIRISIS ►.01PA» ACCEPTANCE NO.: 00-1227.01 APPROVED: MAR 1 5 2) i EXPIRES: 12/0212006 NOTICE QL CCF_P I'AN('F. Si'A"I)ARI) C'()EDiTIONS 1. Renewal of this Acceptance ;approval) shall be considered after a renewal application has been tiled and the original .u bm ittcd documentation. including test supporting data. engineering dxuments. are no alder than eight (.3); ears 2. Any and all approved products shall be lent: :Aieltt:y Ixhe:lt;tt ►s +t the raanutactttrt;r's name. city, state:, arc: the following statement: "Miami -Dade Count) Pr.d.ict Cott tt.tl .Attroscsi", or pth: fica.1.. y'.nted 17 the pc,:.ti,. conditions of this Acceptance 3. Renew al! of Ac ceptafee w ill not ht considered it': a) There has been a change in the South Florida Building Code: affecting the evaluation of this product and the pro due• is not in compliance with the code changes: b) The product is. no longer the same product (idcntieal) a; thc.one arigina:ty approved; e) lithe Acceptance Molder has not complied with all the requirements of this acceptance, including the correct installation of the product: d) The engineer who originally prepared. signed and sealed the required documentation initiall; submitted is no longer practicing engineering profession. 4. Any revision or change in the materials, use,andlor manufacture.bf the'prodttct Or process shall autontaticatty be cause for termination of this Acceptance. unless prior written appn,val has been requested tthrough the filing of a revision application with appropriate fee) and granted by this *M AL 5. An) of the folluwi'ng.shall also be grounds for'remosal of :ls.is axeptanec: a)•. C'nsatisfu:tor) performance of this prodU i or proct s.s. b) Misuse ofth:s A+:c,cptance as an endorsement of any produe►, for ssies, aitvcttisintt; ur other purpose:. 6. The �;otice. of Aecept:enre;. number prcceetcd. b}• the words Miami-Dade County. t'lorida -and, follewed'bv die expiration date may be displayed in adti crtising. literature. it any portion of the 'Notice of Acceptance is displayed. then it shall be done in its entirety - . '. A copy of this Acceptance as well as approved drawings and other documents. whore it applies. shall be provided t the user by the manufacturer or its distributors and shall be evadable for inspection at der job site at all time. The engineer need not meal the copies. S. Failure: to comply with any section of this Acceptance shall he cause tin. termination and removal of Acceptance 9. This Notice of Acceptance consists or pages . '_• and this lam page 3. END OF THIS 4(CFPfAxe F 3 — Produ.t C wro' l.sarn Pn fMwt ca lew1st* ..,_ re=9 L--a_.---L-ill .- 11 ra atits Pelt Oster MO a -'J/r 2-3•W *`- t1! Post UtaOr 1111 I I II 1 ! • Mr Pest 0.0001. US 11-11°r � v` 7 s�"n i 7 fr ffT ,Ii rlttt stew OS c� t Oaacrt.t•o. ! a +am I.stw*WWI ws 4 La.rt 4 • C!r f.•w UM W& MUM et: 414 Mt C.• aa. M ! • Mr $1I ilk A f! alt rat C. US S7-1114 !-!/r E l e i t K atit PR ii eat c.• t+va reel C•. OY :4 Ilttstriptas M.a.Mti rsats.ws • Mb C1,11141111 Mr IMO 0107 *Nf►t �" Il'Nl mod,' - 14401+. ZOO 1 ae►wl • M110 M NO" $1I ilk A great rr Loft ∎tit 1-t/a' S7-1114 ria � . Len /WI' •-Uka IS illii & JACK CONNECTORS U-ILAV I) PUS ANCHORS tste►iat 7 wipe WW1 W M 030 isi en twe wra/.• sw•LL Mw a w...ar. MsaetrsUM 67 r IS Gw GMLVa1Ng4C0 IICEL 5#3r m*. ItsM 1 al•••■• tasC.al• 4tr a/t1.'fta aID.MtI 0: last a•cM• prwrscttsi M Itsse etr is w W Alb &__ Set ••■••a.a • • •••••• rr r 3 114•01 cep +stator rev crow Iwt *∎whoa Far M 1141 eta M SW Mstt'a0ew h I -t7a 4. I W 4 r Mtut h far Y Mew Met Wntw /! M GO 00 Pa 1L M 01010. it~. M ti.+ Ma 101■010 14•1.a 1A 14r lotto. l NM aaeteatow s1.0 M 1 40.1001i of 1-314• fee 100 +aas art r ref IN'.NS POST CAP 10 GA GALVANIZE0 Sleet ••••■ 1. Moll r.wsa.•t+•w seam y • .•.•••• •t 1 -3041• r•. says ,.sa sad 2• ro. 111f •wr h SfU41. SHILL tiakall t0 ∎140 0617. Stea1C11Mt*L Cent 33. UDR 11 A 111741001 MLVaillEO MIRK Or G -*I al FIlEltIS ME 1300100 VMIt 001L3 U*LLS$ comma a Nalco automat uPtirt ma law arm mom Maw Or 330 rest Veal/ Lon alp O�Ne. A Stmt gun. 111 MINX (*C11 44! ALLOWS. N 10ON MU ME 11DT INCOMES 111 44 1 Moo 0010n00 metals 3$ 1 LOMB MC 143(4 ON HNC *41444%L KOWN $PEcIrlta!M !A Woos lde17o1rflON 111 totted. t 1111 Cantata. rot 1*It1(04 OILS, Mt e- *1* a Dutton t 11ES7 Warms M nom= 'am *110 11711 FOR MICE MC ..•tar -a etly** UIN) d* ;.ally MOS T O f1 111E 4O. l— MEMO SMEEL PIIDOYCIS t0 703 004E01 ORIVC iU1NIf.fl 447 MM UM. WOO CONNECTORS :r° d�uCl cetmui ti. 1:3 11!MOUt+. COOL t*WUOa MU MIMI KW- 0.,1711.61 tart. _mew_ 'Immo MIME* SMrrl o...ar.. • _. Description USP Stock No. Ref. No. Steel Gauge Dimension Fastener Schedule Allowable Loads (Lbs.) H Carrying Member Carried Member DF-L 1 SP S-P-F Floor Roof UpI ft Floor Roof Uplift Nails per Hip perJack 100% 115% 125% 133% 160% 100% 115% 125% 133% 160% 2 x 6 right / left HJH26LIR — — 7 5-1/4 (12) 16d (7) 16d (8) 16d 1920 2210 2400 2220 2220 1680 1930 2100 1625 1625 2 x 8 right / left HJH28UR — — 7 7 -1/4 (16) 16d (7) 16d (8) 16d 2560 2945 3200 2220 2220 2240 2575 2800 - 164.5 1625 11 4 Hip /Jack Connectors - HJH series Hip /Jack hangers are used to simultaneously hang a combination of hips and jacks off girder trusses. The HJH must be ordered in either left (L) or right (R) configurations. The HJH is a heavy -duty design that accommodates concentrated load conditions. Materials: 7 gauge Finish: USP primer Options: HJH28UR is available in Hot -dip galvanized. To order, add HDG, to stock number, as in HJH28L -HDG. Codes: SBCCI 2031 C, FL577, FL859, Dade County, FL 04- 0427.04 Installation: • Use all specified fasteners. See General Notes, pagel4. H See ANSI/TPI section for truss chord applications page 200. 1) Uplift loads have been increased 33.113% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Uplift maximum load on hip s 1035 Ibs. and 1180 lbs. on jack. 3) HJH loading published for total load of hip / Jack connection. 4) Minimum nail penetration shall be 1.518" for 16d nails. New products or updated product information are designated In red. Materials: HHC, HJC, & HJHC –12 gauge HTHJ –18 gauge Finish: G90 galvanizing Options: HJC26 & HTHJ26 -18 is available in Triple Zinc. To order, add TZ to stock number, as in HJC26 -TZ. Codes: SBCCI, BOCA – NER 564, NER 532, FL571, FL817, FL819, Dade County, FL 01- 0327.04 — HJC26 & HJC28 Installation: • Use all specified fasteners. See General Notes, page 14. HJH26L HHC & HJHC – Allows for hip/ hip support and hip /jack/hip installations. HJC & HTHJ – Used to simultaneously hang a combination of hips and jacks off girder trusses. These hangers fit both left-hand and right -hand applications. An open back design allows for retrofit installations. Typical HJH26L installation Hip /Jack Connectors - HHC, HJC, HJHC, & HTHJ series Typical HJC/HTHJ installation HTHJ continued on next page 4 M1AMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Simpson Strong Tie Co., Inc. 1720 Couch Drive. McKinney, Texas 75069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke This acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors GUS, HUS, HHUS, HGUS, HGUQ, SUL/R, HSUL/R, THASL/R & THA. APPROVAL DOCUMENT: Drawing No. DC2301, sheets 1 through 5 of 5, titled "Truss Hangers, LUS & HUS • Hangers, HHUS, HGUS & HGUQ Hangers, SUR/L, HSUR/L & THASR/L Hangers & THA Hangers" dated June, 2002 with n� revisions, prepared by Simpson Strong -Tie Co., Inc. signed and sealed by J. M. Gilstrap, PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 00- 0512.06 and consists of this page h as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02 -0719.02 Expiration Date: June 20, 2008 Approval Date: April 17, 2003 Page 1 MODEL N0. GAUGE FASTENERS ALLOWABLE LOAOS HEADER JOIST UPLIFT (133) FLOOR (100) . SUL /R26 16 6 -16d 6 -10dX1 1/2 665 865 HSUL /R26 -2" 14 12 -16d 4 -14dX1 1/2 585 1315 THASL /R218' 18 18 -10d' 4 —IOdX1 1/2 — 1250 THASL/R218 -2' 18 . 18 -10d 4 -10dX1 1/2 — 810 HSUR/L9 T SR/IL Hangers B =2%6" MIN. 4)10d NAILS INTO TOP OF HEADER HEADER THASL /R INSTALLATION (3% for THASL218 -2) HEADER 13/4" -- . 13/4" PLAN VIEW OF SKEWED HANGERS 18" SIMPSON STRONG —T1E. INC, 1720 COUCH DR. MCKINNEY, TX 75069 TEL: (800)999 -5099 Dwg #: DC2301 Date: 6/02 Dwg by. DSB Scale: NTS Chk by JMG Sheet £ of SIMPSON Stronglie ova HEADER SUR/L SUL /R & HSUL /R INSTALLA TION JOIST 1 fi!' L osairma-wmosirmir.i....gurevir 1. A minimum of (4) Od Nails must be nailed into the top of the header 2. Joist moy be square cut or bevel cut 3. Allowable Toad is based on o minimum of 2" thick header 4. Allowable load is based on a minimum of 2" thick joist 5. Joists sholl be made of lumber with a SGa0.55 or better BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, Suril 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 Simpson Strong Tie Co., Inc. 1720 Conch Drive. McKinney, Texas 75069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami Dade county Product Control Division that this product or material fall to meet the requirements of the applicable building code. 1 with the High velocity Hurric�e This product is approved as described herein, and has been designed comply Zone of the Florida Building Code. DESCRIPTION: Wood Connectors LOS, HITS, HHUS, HOB, HGUQ, SUL/B, HSUL/R, TRASL/R & THA. APPROVAL DOCUMENT: Drawing No. DC2301, sheets 1 through 5 of 5, titled "Truss Hangers, LUS & HUS Hangers, HHUS, HGUS & HGUQ Hangers, SUR/L, HSUR/L & THASR/L Hangers & THA Hangers" dated June, 2002 with no revisions, prepared by Simpson Strong -Tie Co., Inc. signed and sealed by J. M. Gilstrap, PE, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami Dade County Product Control Division. • MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 00 -0512.06 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02- 0719.02 Expiration Date: June 20, 2008 Approval Date: April 17, 2003 Page 1 MODEL NO. MATERIAL ASTM SPEC. Fy Fu LUS 18 go A653FS 28 .38 HUS 14 go A653CS 28 38 HHUS 14 go A653CS 28 38 HGUS 12 go A653SS Gr40 ' 40 55 55 HGUQ 12 go A653SS Gr40 40 SUL /R 16 go A653FS 28 38 HSUL /R 14 go A653CS 28 38 THASL /R 16 go A653SS Gr40sp 42 56 THA 18,16,14 go A653FS 28 .38 SI M PSON Strong =Tie CUfJ�JCCTURS Tmss JAlan ells (Page 2 of 5) HUS (Page 2 of 5) HHUS (Pogo 3 of 5) HGUS (Page 3 of 5) HGUQ (Page 3 of 5) SU L /R (Page 4 of 5) HSU /R (Page 4 of 5) THASL /R (Page 4 of 5) THA (Page 5 of 5) GENERAL NOTES 1. IN ACCORDANCE WITH SECTION 1707.3 OF THE FLORIDA BUILDING CODE, THE ALLOWABLE LOADS SHOWN IN THE TABLES ON THE PAGES TO FOLLOW ARE BASED UPON THE LOWEST VALUE OF THE FOLLOWING: A) PER SECTION 1707.3.1.1 OF THE CODE, THE LOWEST ULTIMATE LOAD OF THREE HANGER TESTS DIVIDED BY A FACTOR OF SAFETY OF THREE WHEN TESTED IN ACCORDANCE WITH ASTM -0176. B) PER SECTION 1707.3.1.3 OF THE CODE, THE LOWEST LOAD OF THREE TESTS RECORED WHERE THE JOIST MOVEMENT WITH RESPECT TO THE HEADER EQUALS Jr DETERMINED FROM TESTING IN ACCORDANCE WITH ASTM— D1761. C) PER SECTION 1707.3.1.4 OF THE CODE, THE CALCULATED CAPACITY FOR THE FASTENERS USED TO SECURE THE HANGER TO THE SUPPORTING MEMBER OF THE CONNECTION DETERMINED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 EDITION USING WOOD WITH A MINIMUM SPECIFIC GRAVITY OF 0.55. 2. THE STEEL SHALL CONFORM TO THE REQUIREMENTS SHOWN ON IN THIS TABLE - AND SHALL HAVE A HAVE A MINIMUM GALVANIZED COATING OF G60. 3. FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 4. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 33% FOR WIND LOADING WITH NO OTHER DURATION INCREASES ALLOWED. 5. ALLOWABLE DOWNLOADS HAVE NOT BEEN INCREASED BY ANY DUARATION FACTOR. GT >sto PRODUCT REVISED ea color ort; titre the Sri Buktirg Cebb ' 2 A Ptimev 1 al D Deg lespiktgies $IMPSON STRONG - 11E. INC, 1720 COUCH DR. MCKINNEY, TX 75069 TEL (800)999 -5099 Dwg #: DC2301 Date: 6/02 Scale: NTS Dwg by. DSB Chk by JMG Sheet 1 Of .6. Obsolete USP Stock No. Recommended Replace ment Replacement Stock No. Recommended Replacement Evak n iado Report EHUH LOADS Replacement Loads Load D lference Percentage Difference DOWN UPLIFT DOWN UPLIFT DOWN UPLIFT DOWN UPLIFT NER Fkxida Code 100% 133% 100% 133% 100% 133% 100% 133% EHUH26 HUS26 ' NER -510 FL -818 _ 2385 1200 2590 1925 205 725 8.6% 60.4% EHUH28 HUS28 NER -510 FL- 818 3470 1845 3890 2570 420 725 12.1% 39.3% HUS210 NER -510 FL- 818 3965 2110 4160 3206 196 1095 4.9% 51.9% t EHUH210 - EHUH26-2 THD26-2 i NER -478 FL-815 2875 1690 2450 1825 -425 135 -14.8% 8.0% EHUH28.2 TH028.2 NER -478 FL -815 4185 2155 3750 2390 -435 235 - 10.4% 10.9% EHUH210-2 THD210.2 NER -478 FL-815 5190 1645 5090 2985 -100 1340 -1.9% 81.5% EHUH28 -3 THOH28.3 NER -608 FL -821 5190 2645 6260 2665 1070 20 20.6% 0.6% EHUH46 THD46 NER -478 FL -815 2875 1690 2450 1825 -425 135 - 148% 80% EHUH48 TH048 NER-478 FL -815 4185 2155 3750 2390 - 435 235 - 10.4% 10.9% EHUH410 TH0410 NER -478 FL -815 5190 2715 , 5090 2985 - 100 270 -1.9% 99% EHUH26 -N HUS26 NER -510 FL -818 3160 1730 2590 1925 -570 195 -180% 11.3% EHUH28 -1 HUS28 NER -510 FL-818 4110 2515 3890 2570 -220 55 -5 4% 2.2% EHUH210 -N HUS210 NER -510 FL-818 4700 2875 4160 3205 - 540 330 - 11.5% 1t5% EHUH26.2N THDH26 -2 NER -608 FL-821 3285 2195 3765 2235 480 40 14.6% 1.8% EHUH28 -2N THDH28.2 NER -608 FL -821 4775 2790 6260 2665 1485 -125 311% -4.5% EHUH210 -2N THD1210.2 NER -608 FL -821 5335 2850 7910 3490 2575 640 48.3% 22.5% E1UH28 -3N THOH28 -3 NER -608 FL-821 5335 2850 6260 2665 925 -185 17.3% -6.5% EHUH46 -N THOH46 NER -608 FL-821 3285 2195 3765 2235 480 40 146% 1.8% EHUH48 -N THDFt48 NER -608 FL -821 4775 2790 6260 2666 1485 -125 31.1% -4 5% EHUH410 -N THDH410 NER -608 FL -821 5335 2650 7910 3490 , 2575 640 48.3% 22.5% rip Structural ConnectorsTM A 13f8R'kLThR 011{Pllu1V Recommended Replacement Products for EHUH Series Products Vote A1bwable loads based on 1997 NDS w rn c) m rD Q m GRADE OF LUMBER 18 PSF SOFFIT 2 PSF SOFFIT 2X4 2X6 21(4 2X6 No2N0 19 SP 2-8-3 3 -18 -11 2 4 -2-9 Not 19 SP 2-9-15 4 -8-11 240-0 4-4-11 No20 19 SP 3-8-2 4-4-7 3-0.0 4-8 -12 No. 118:1 19 SP 3 -8 -2 4-5-6 3 -0-0 4- 8 - 11 No.1 19 SP 3 -1 -11 4-7 -15 . 3-0.0 4.9 -13 No.10 19 SP 3 -3-0 4 -9-18 3 -( -8 4-10-15 NESS 19 SP 3 -4 5 3.0.0 SS 19 SP 34 5 $ - 1- a. . 4-9-15 4 -to -is OSS 19 SP 3 5 3 4 - 1 5 4 - 1 t - 1 5 NOTES: WIND LOAD. 1. DESIGN CHECKED FOR 148 MPH 2. STRESS INCREASE - 33 %. M@NIA UM GRADE OF LUMBER: 60ADING (PSP) L 0 FLORIDA BUILDING T.C. 2 x 4 No. 2 19 SP TOP 30 15 CODE 2001 B.C. 2 x 4 No. 2 19 SP BOTTOM 0 10 Webs 2 x 4 No. 3 19 SP SPACING: 24" 0.C. MAXIMUM OVERHANGS OVERHANG WITHOUT RETURN LEDGER BOLTED TO THE TIE BEAM (BY BLOB NAY bE OMITY80 FOR D.N. 6:249 OVERHANG WITH RETURN STRUCTURES USA, INC. (300) T40-557T WE DESIGN & SUPPLY ALL KIND OF STEEL CONNECTORS REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structure 30 N.W. 87 Avenue, 11.C-- Miami, FL 3317-; ^y C , A ' Phone: (305)-861 ' 7 ' ' (Florida F .""2 ?` ; " : • r. 4 .. .. , n.. NOV a 0 t004 . APPROVED FOR STRUCTOR INC. File Name: Maximum Overhangs (Nov 29-04).xls Sheet: Maximum Overhang 7' - 0" CORNER SET TOP CORD CO _ NECTION: 2 x 6 STD. FEEL HT: MAIL 7 JACKS - (4) 10d NAILS 5'-0" JACKS - (4) 8d NAILS 3'-0° JACKS - (2) 8d NAILS 1'-0° JACKS - (2) 8d NAILS 3 Mot NOTE: THIS OESION HAS BEM CHECKED FOR 146 MPH WINO LOAD. WALL HT. 10 FT MAX PROVOE FCR UPLIFT AT BEARING WALL CONNECTIONS 660 b. STRESS INCREASE ■ 3311. I ®AO1NO (NSF) FLORDA BUILDING TOP 30 16 00082001 ONTO% 0 10 SPACIN 24'QC. 12 Min. P = 2.5 Max. P = 8.5 2x4 Nat 19OP 2x4 Nat 19SP 2x4 Pa 3 199P 1 0.0 CORNER JACK ) BOTTOM CORD CONNECTION: ALL JACKS - (2) 8d NAILS COMMON JACKS STRUCTURES USA, INC. (30) 740 -5577 9191 Otlaw a NOM ALL IMO aP •1 . OKI4mTda1r •41'JACKS / 11- PARTIAL ROOF LAYOUT (ACOORDWO TO NATIONAL ODEON SPED) FOR GROUP II SPECIES (S.Y.P.) to COMMON NAIL ° 76 b. phis) 109 COMMON NAILS ■ 94 h (BFwr) JACK SEE 1,1211021 r LC zg LPUFT (13311,) 60013 416 b 209 b 206 b ROOF (12611) 470 b 390 b 106113 106 b SO- 21021 EC LPLFT(1331) 21:11 b 2 b 2 066 ' b 209 b ROOF (125%) 10613 196 b 106 b 196 b APPROVED FOR STRUCTURES USA, RIC. Fla Name Howe* Jays Nab (Nov 1904).317 S Jodi Nab STANDARD ROOF VALLEY DETAIL 1. DESIGN CHECKED FOR 1481+311 YAND LOAD. 2. STRESS INCREASE .33 %. PARTIAL ROOF LAYOUT Supporting Truss 12 Q4to7 VALLEY AREA' L Despax LOADS (ACCORDING TO NATIONAL DESIGN SPEC.) FOR GROUP 8 SPECIES (GYP.): 8d COMMON NALS " 78 b. Omer) 10d COMM N LS "941b. (Show) T.C. B.C. Webs 2x4 Nat 111SP 2x4 No.2 18 SP 2x4 No.3 19SP latitill— 0 TOP 30 - 15 BOTTOM 0 10 SPACING: 24' O.C. FLORIDA BUILDING CODE 2001 2x3 (typ) Strop • 4$' o.c. see note (c) �� 1 11 \� below e 4 . _� : — - 3x _�� =� 5x6 spl. (t)p) • 3i18 spl. (typ) Supporting trusses at 2' -0" o.c. max . NOTES: (a) Provide 'continuous bracing on verticals over 6' -3`. Connect bracing to verticals w/2-8d nags and bracing must be tied to a fixed point at each end, (b) !lox. spacing for vertical studs.. 8' -0" On trusses with spans over 24' -0' the vertical should be spaced- at 6'-0" o.c. max (c) Conn. for wind uplift w/ min. 1 1/e. 18 ga twist .strap at 4' -0` intervals w /4. 10d naps each side of strap. Max 100 mph wind. speed, 15'-0" mac wall height Valley trusses at 2' —t# ac. max. 6" wedge nailed to truss w/2 -8d toe nails or bevel cut bottom chard of volley truss. REMBERTO CONTRERAS, P.E. Consulting Enoin. ;.r C!viltStructura • +, �3••,l. .1 (F!od`r ; ► 22 rr: It or REMB Consult MSc Plywood 1t r9 bemrleodad below v braes. Provide seem flr saps to ooaneet to arses below. O CONTRERAS, P.E. t ff INC. V Y See note 4x4 STRUCTURES USA, INC. (305) 74110.111/57"7 '7O MAIM & IMPLY ALL KIND OF ATM OOMNICTOA&" Ile Nome: Std Roar alley Defoe (P 2 0 4 041 Shot Sid Roof Valry Miami, FL 33172 Phone: (305) 667 -6797 NOV 3 0 2004 (Ronda P.E. 21522) 4 es- STANDARD LATERAL WEB BRACING S.1 \ END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL TRUSSES O 24" 0.C. TYP. NAIL DESIGN LOADS (ACCORDING TO NATIONAL DESIGN SPEC.) FOR GROUP P II SPECIES (S.Y.P.): 10d COMMON NAILS ■ 94 a (Sheer) lttd COMMON NAILS . 10710. (Sher) NOTE BRAS BE .907E THE LENGTH THIS DETAIL IS TO BE USED AS AN A G ATE FOR CONTINUOUS LATERAL BRACIN MINIMUM GRACE OF LUMBER: T.C. REFER TO SEPARATE B.C. ENGINEERING DWG. Webs UMW._ (PSF) -L-_ TOP BC►TOM SPACING: 24" O.C. FLORIDA BUILDING CODE 2001 STRUCTURES USA, INC. (300) 740 -5571 7a MOM i SUPPLY ALL 1101 OF STEIL GONMtCTORi- ;su N. W . /-- 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN %ITN 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 dm FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: • PROVIDE X— BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2309 lbs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 Ibs. LATERAL BRACING DETAIL AIL � t � � 11 - - - w 111111L`� rim 1x4 2x4 Z ." MI En 21x6 E J 6 REMBE Consultin tIE ti " (- )110 7 \ = •`� . • tiff , V":.---;>/ ,c NOV 3 0 ZOO 'Utt�; RI� P.E. @g°k etSrem.I 1 /C RJO Re als: m Std Lane Web Bead% (Na 29-04)41e Sheet: Std Wend Web Broom VI . Miami, FL 33172 Phone: (305) 66746797 (F!orida P.E. 21522) Mar 14 05 12:34p p.2 DATE: 11/12/2004 LOCATION: N.W. 115th ST. & N.W. 3rd AVE. =D NUMBER: 04360 -00338 FEE: 250.00 PURPOSE: MIAMI -DADE COUNTY FIRE RESCUE DEPARTMENT FIRE ENGINEERING & WATER SUPPLY SERVICES FIRE FLOW REPORT STATIC PRESSURE: 72 PSIG PITOT 1: 60 (1) 2.5 IN. PSIC RESIDUAL PRESSURE; 69 PSIG PITOT 2: 60 (2) 2.5 IN PSiG PITOT 3: (1) 4.5 IN PSR y HYDRANT FLOW: 2308.29807433962 AVAILABLE FLOW @ 20 PSIG: 10772 TIME OF TEST: 16:45 11/12/2004 TEST BY: Lt. Roman Bas t e STATION: 1 9 SPRINKLER STATIC: SPRINKLER RESIDUAL: SPRINKLER FLOW: 67 57 2200 COMMENTS: Requested by Edward F. Cannon of HARPER PARTNERS INC. / Architect for Barry University '41 t c. O.I.0 SIGNITURE SOUTHERN FIRE CONTROL, INC. FIRE SPRINKLER SYSTEM PRODUCT SUBMITTAL PACKAGE FOR BARRY UNIVERSITY RESIDENCE BUILDING # 2 North Miami Avenue And N.W. 115 Street Miami Shores, Florida 07 -12 -04 PLO 14-0 N(L 105 ST 16305 NW 48TH AVENUE • MIAMI LAKES, FL 33014 • PHONE: (305) 621 -4800 • FAX: (305) 621 -2233 Sch -40 Specifications ' NPS Nominal I.D. Wt. Wt. (120 Riled) Po/ WVLIfI (21') Wllllft (24') In; mm In; mm Lbs/F4 Kg/m Lbs/Ft; Kg/m U/t Lbs; Kg Lbs; Kg Wt/LIH (25') Lbs; Kg 1' 1.049 1.680 2.05 70 2,470 2,822 2,940 25 26.6 2.5 3.05 70 1,120 1,280 1,334 1'44* 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 11/2' 1.610 2.720 3.61 44 2,513 2,872 2,992 40 40.9 4.0 5.37 44 1,140 1,303 1,357 2' 2.067 3.650 5.13 30 2,300 2,628 2,738 50 52.5 5.4 7.63 30 1,043 1,192 1,242 2 2.469 5.790 7.86 19 2,310 2,640 2,750 65 62.7 8.6 11.73 19 1,048 1 ,1971,247 1,201 Sch -10 Specifications NPS Nominal I.D. WL WL (1120 FlIIed) Pes/ Wt/LIft (21') W1/LIft (24') In; mm 1n; mm Lbs/Ft Kg/m Lbs/Ft; Kg/m LIlt Lbs; Kg Lbs; Kg M11(25') Lbs; Kg 1' 1.097 1.400 1.81 91 2,675 3,053 3,185 25 27.9 2.1 2.70 91 1,213 1,385 1,445 1'A4' 1.442 1.810 2.52 61 2,319 2,664 2,760 32 36.6 2.7 3.75 61 1,052 1,208 1,252 1'A' 1.682 2.080 3.04 61 2,664 3,045 3,172 40 42.7 3.1 4.52 61 1,208 1,381 1,439 2' 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 6.28 37 930 1,063 1,108 2'h' 2.635 3.530 5.89 30 2,224 2,542 2,648 65 66.9 5.3 8.77 30 1,009 1,153 1,201 3' 3260 4.330 7.94 19 1,728 1,975 2,057 80 82.8 6.4 11.82 19 784 896 933 4' 4.260 5.610 11.78 19 2,238 2,558 2,665 90 108.2 8.3 17.53 19 1,015 1,160 1,209 5' 5295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 6' 6.357 9.290 23.03 10 1,951 2,230 2,322 150 161.5 13.8 34.27 10 885 1,012 1,053 8° 8249 16.490 40.15 7 2,424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1,256 1,309 Schedule-10 Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule -10 /Schedule -40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule - 10 /Schedule - 40 gives you the extra quality assurance you demand. Our Sch 10 (1'/ "- 8") pipe and Sch-40 (1 "- 21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Galvanized Pipe Schedule -10 /Schedule -40 product can be "hot- dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A -123. ` ;}f Superior Coating Our advanced formula mill coating of- fers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial For- mula, "ABF". In scientific laboratory test, ABS proved to have superior resis- tance to microbial colonization of pipe walls, thereby delaying or possibly pre- venting the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. American Made Meets "BuyAmerican" requirement and is available through distributors in the USA, Canada and Mexico. Specifications & Approvals Schedule -10 /Schedule -40 pipe are in compliance with the following: ASTM A -135, and NFPA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: • Welded Outlets • Hydrostatic Pressure • Side Wall Rupture • Vibration Test tgCO /Row Control n T allied 16100 S. Lathrop • Harvey, IL 60426 11350 Norcom Rd. • Philadelphia, PA 19154 TUBE & CONDUIT 2525 N. 27 th Ave. • Phoenix, AZ 85009 Listed Approved Listed Customer Service: (800) 882 -5543 Fax 708-339 -1806 S5 -3 . XL®/BLT° Galvanized and Black Lightwall Threadable Pipe The original "Galvanized" and "Black" Threadable Lightwall pipes with exceptional hydraulics and economy, XL®BLT ®'s proven hydraulic advantage and lighter weight adds value to any system. When you need a proven sprinkler pipe, specify XL/BLT. XL/BLT pipe are an exceptionally strong steel sprinkler pipe of the class generally known as "lightwall tbreadable pipe ". Its wall thickness is less than that of Sch-40 or Sch -10, but the cold forming process undergone in manufacturing gives XL/BLT pipe mechanical strength characteristics equivalent to those required for Sch -40. It is designed for use in wet, dry, preaction and deluge systems. XL/BLT can be joined with threaded couplings (when in accordance with ANSI B120.1), roll grooved or plain -end couplings, or welded joints. XL/ BLT products have metallurgical properties which provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. No special process or equipment are needed for fabrication and installation. XL is manufactured with galvanized coating. BLT is black lacquer coated. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF". In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. tyro /How Control Specifications IPS Nominal I.D. Wt. WL (H20 Riled) Pc WtNft (21') Wt/LIft (241 In; mm ln; mm Lbs/Ft; Kg/m Lbs/FF Kg/m Lift Lbs; Kg Lbs; Kg 1' 1.104 1.13 1.61 91 2,333 2,667 25 28.0 1.8 2.40 91 1,060 1,211 1' /a' 1.452 1.46 225 61 2,019 2,307 32 36.9 2.3 3.35 61 917 1,048 1W 1.687 1.76 2.84 61 2,409 2,753 40 42.8 2.8 423 61 1,094 1,250 2' 2.154 2.35 4.06 37 1,959 2,239 50 54.7 3.7 6.04 37 890 1,017 2 2.581 4.08 6.34 30 2,571 2,939 65 65.5 6.05 9.45 30 1,168 1,335 3'* 3.200 5.01 8.49 19 1,999 2,285 80 81.2 7.43 12.7 19 908 1,038 * XL only XL/BLT pipe is manufactured to meet ASTM A -135, Grade A for fire sprinkler applications up to 300 psi working pressure. Listed Approved Listed It is UL listed for wet, dry, preaction and deluge systems, and FM approved for wet sprinkler systems. XL/BLT is ULC listed for wet, diy and preaction systems. All threaded and welded fittings are approved in accordance with NFPA 13. FM requires 12' maximum hanger spacing for XL/BLT. C- Factors for XL/ BLT are 120 for wet systems, and C=100 for diy systems. Refer to Hazen - Williams charts for accurate flow comparisons. allied 16100 S. Lathrop • Harvey, IL 60426 l J 11350 Norcom Rd. • Philadelphia, PA 19154 TUBE & CONDUIT 2525 N. 27 th Ave. • Phoenix, AZ 85009 WHLI t (25') Las; Kg 2,570 1,228 2,226 1,058 2,684 1,294 2,173 1,041 3,060 1,390 2,380 1,081 XL/BLT pipe offers the maximum hydraulic advantage of any available threadable sprinkler pipe. Its inside diameter is up to 5% larger than Sch -40. The use of XL/BLT in conjunction with Dyna -Flow pipe, can dramatically improve the flow characteristics, thereby increasing the potential for "downsizing" system components. The clean surface quality of XL/BLT is readily paintable. The lighter weight of XL/BLT is a distinct advantage for retro-fit installations and can also reduce labor costs. Customer Service: (800) 882 -5543 Fax 708 - 339 -1806 S4 -3 Flexible Coupling Figure 705 Tyco Are Products — www.tyco- grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 — USA Customer Service /Sales: Tel: (215) 362 -0700 / Fax (215) 362 -5385 Technical Services: Tel: (800) 381 -9312 / Fax (800) 791 -5500 ® L� See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information The Figure 705 Flexible Coupling is capable of pressures up to 300 psig depending on pipe size and wall thickness. It provides a dependable method of joining pipe and is suitable for use in a variety of applications. Rigid Couplings are recommended for dry pipe and freezer applications. Product Description Technical Data Figure: 705 SIzee 1c/a -12' Approvals UL, FM, and ULC; See Fire Protection Submittal Sheet for exact Listing / Approval Info. Manufacturing Source Domestic Housing: Ductile iron conforming to ASTM A-536, Grade 65 -45-12 Frotective Coatings: • Non -lead orange paint • Hot dipped galvanized conforming to ASTM A -153 BoIt/Nuts Track Head Bolts - conforming to ASTM A -183, Zinc Plated, (Min. Tensile = 110,000 psi) Gasket (specify when ordering) • Grade A EPDMA violet color code ambient to +150 °F ( +66°C) for fire protection systems. Not recommended for hot water systems. • Tri -seal (Grade E EPDM), green color code for use in dry pipe or freezer systems. • Prelubricated (Grade A EPDMA) (See Gasket Grades and Recommendations Sheet for aid in selecting proper gasket) Ordering Procedure Ordering Information When placing an order, indicate the full product name. Please specify the quantity, figure number, type of gasket, EPDM 'A' or "E" Tri-Seal, and size. Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215 - 362 -0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be Immediately corrected. It Is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed CENTRAL Grooved Piping Products and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shag be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE /N LIEU OFANYANDALL OTHER WARRAN EX PRESS OR I INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FORA PAR77CULARPURPOSE No. 18-2.0 Pipe Max. *$ End Gap Inches mm Maxi' Pressure psi kPa Max.t End load Lbs. N Dimensions Deflection $ Bolt Size ** Dia. x Lg. Net Wt. Lbs Kg. Size O.D. Inches mm A Inches mm B Inches mm C Inches mm Per Coupling Inches/ Foot mm/m 1.660 0.13 300 649 2.53 4.19 1.81 0.90 1.5 1' /a 42.2 3.3 2,068 2,887 64.3 106.4 46.0 4° - 19' 75.0 3 /e x 2' /° 7.0 1.900 0.13 300 850 2.75 4.43 1.81 0.79 1.6 1 �� 48.3 3.3 2,068 3,781 69.9 112.5 46.0 3° - 46' 65.8 3 /e x 2' /a 0.7 2.375 0.13 - 300 1,328 3.25 4.84 ' 1.88 0.63 1.7 2' 60.3 3.3 2,068 5,907 82.6 122.9 47.8 3 ° - 1 52.5 3 /8X2'/4 0.8 2.875 0.13 300 1,947 3.69 5.50 1.88 0.52 2.0 2W 73.0 3.3 2,068 8,660 93.7 139.7 47.8 2° - 29' 43.3 3 /e x 21/41 a9 3.000 0.13 300 2,120 3.97 5.75 1.88 0.50 3.1 76.1 76.1 3.3 2,068 9,430 100.8 146.1 47.8 2 ° - 23' 41.7 M12 x 76 1.4 3.500 0.13 300 2,885 4.38 6.50 1.88 0.43 3.0 3' 88.9 3.3 2,068 12,832 111.3 165.1 47. ° 2 - 3 35.8 /z x 3' 1.4 4 4.500 114.3 0.25 6.4 300 2,068 4,769 21,213 5.68 144.3 7.75 196.9 2.06 52.3 3 ° - 11 0.67 55.8 /z x 3' 4.0 1.8 5.563 0.25 300 7,288 6.88 9.72 2.06 0.54 7.0 5' 141.3 6.4 2,068 32,417 174.8 246.9 52.3 2° - 35 4,5,0 5 /8 1 x 3 /4 3.2 6.500 0.25 300 9,950 7.75 10.68 2.06 0.46 7.1 165.1 165.1 6.4 2,068 44,258 1 96.9 271.3 52.3 20 - 12 ' 38.3 M1 x 83 3.2 6' 6.625 168.3 0.25 6.4 300 2,068 10,336 45,975 7.91 200.9 10.68 271.3 2.06 52.3 2° - 10' 0.45 37.5 6 /e x 31/4' 7.1 3.2 8.625 0.25 300 17,519 10.19 13.56 2.47 ° 0.35 3 3 14.5 219.1 6.4 2,068 77,925 258.8 344.4 62. - 1 40 292 /< x 4 /a 6.6 10.750 0.25 250 22,679 12.69 16.38 2.63 0.28 28.0 10' 273.1 6.4 1,724 100,876 322.3 416.1 66.8 1 ° - 20' 2a3 1' x 61/2" 12.7 12.750 0.25 250 31,903 14.91 18.84 2.63 0.23 1 , 36.5 12' 323.9 6.4 1,724 141,905 378.7 478.5 66.8 1 ° - 7 19.2 1 x 6 /z 16.6 Figure 705 Grooved Coupling * Maximum available gap between pipe ends. Minimum gap= 0. t Maximum pressure and end load are total from all Toads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. **Metric bolt size used on 76.1 mm and 165.1 mm couplings. * Max End Gap and Deflection is for cut grooved standard weight pipe. Values for roll grooved pipe wig be 'A that of cut grooved. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data Is not exceeded. Always read and understand the installation instructions (111- 1000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. 'NCO /How Control/ Tyco Fire Products Certified Company Printed In U.S.A. 1 -03 CENTRAL ku .' , GROOVED FITTINGS 1 -03 r: Grooved Fittings Tyco Fire Products — www.tyco-grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 — USA Customer Service/Sales: Tel: (215) 362 -0700 / Fax: (215) 362 -5385 Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Grooved fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Grooved fittings are available In durable ductile iron or fabricated steel as indicated. General Description See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information Technical Data Approvais UL, FM, and ULC tight See Fire Protection Submittal Sheet for exact Usting/Approval information. Maximum Working Pressure: 500 and 300 Series: 300 psi 200 Series: see chart on page 3 See specific data sheet for rating of coupling being used. Manufacture Sauce: Domestic or as noted. Material: Cast Figures: 201,210, 219, 260, 501, 510, 510DE, and 519 Ductile iron, conforming to ASTM A-536 Grade 65 -45-12 Fabricated Steel: Figures: 301, 302, 303, 312, 313, 321, 327, 341 and 350 Carbon Steel, (Sizes VA° - 6° are Schedule 40); (Sizes 8" - 12" are Schedule 30), confoming to ASTM A -53 Grade B Protective Coatings • Non -lead orange paint • Hot dipped galvanized conforming to ASTM A -153 Ordering ib>om When placing an order, indicate the full product name. Please specify the quantity, figure number and size. Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, though a network of distributlon centers. You may write directly or call 215-362-0700 for the distributor nearest you. Ordering Procedure Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any Impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and O CENTRAL Grooved Piping Products service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, Improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete Information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OFANYAND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OFMERCHANTABILiTYAND FITNESS FOR A PARTICULAR PURPOSE. No. 18-1.0 Friction Resistance 500 Series Fittings (Expressed as Equivalent Straight Pipe) Figure 501 45° Elbow Elbows Tee Size 90° 45° Branch Run Inches Feet Feat Feet Feet mm Meters Meters Meters Meters 114 1.9 1.0 4.8 1.9 42.2 0.6 0.3 1.5 0.6 11/4 2.3 1.2 6.8 2.3 48.3 0.7 0.4 1.8 0.7 2 3.2 1.8 8.0 32 60.3 1.0 0.5 2.5 1.0 21/4 r 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 3 4.8 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 Figure 360 Concentric Reducer - Groove x Groove Figure 501 45° Elbow Figure 510 90° Elbow Figure 519 Tee Nominal Size Inches C to E Inches mm Appx. Wt. Lbs. Kg. C to E Inches nun Appx. Wt. Lbs. Kg. C to E Inches mm Appx. Wt. Lbs. Kg. 1'/4 1.75 44.5 0.8 0.4 2.75 69.9 1.0 0.5 2.75 69.9 1.4 0.6 1'h 1.75 44.6 1.0 0.5 2.75 69.9 1.4 0.6 2.75 69.9 1.8 0.8 2 2.00 50.8 1.3 0.6 325 82.6 1.8 0.8 3.25 82.6 2.6 12 8 2.25 1.9 3.75 2.7 3.75 3.9 21/2 57.2 0.9 95.3 12 95.3 1.8 3 2.60 63.5 2.6 12 4.25 108 3.7 1.7 426 108.0 5.4 2.4 4 3.00 762 5.0 2.3 5.00 127 7.0 32 5.00 127.0 10.1 4.6 6 3.50 88.9 8.6 3.9 6.50 165.1 13.4 6.1 6.5 165.1 18.8 8.5 8x2 4.25 172 7.75 26.3 7.75 36.3 8 108.0 7.8 196.9 11.9 196.9 16.5 Figure 360 Concentric Reducer - Groove x Groove Figure 510DE 90° Drain Elbow Nominal Size Inches C to E Inches mm A Inches mm B Inches mm Appx. Wt. Lbs. Kg. 21h 3.75 95.3 2.00 50.8 2.75 69.9 2.7 1.2 3 425 108.0 2.34 59.4 2.75 69.9 3.7 1.7 4 5.00 127.0 2.85 72.4 2.75 69.9 7.0 3.2 5 5.50 139.7 3.38 85.9 2.75 69.9 13.0 5.9 6 6.50 165.1 3.92 99.6 2.75 . 69.9 13.4 61 8 7.75 196.9 4.95 125.7 2.75 69.9 26.3 11.9 Figure 360 Concentric Reducer - Groove x Groove Nominal Size Inches E to E Inches mrn Appx. Wt. Lbs. Kg. Nominal Size Inches E to E Inches mm Appx. WL Lbs. Kg. Nominal Size Inches E to E Inches mm Appx. Wt. Lbs. Kg. Nominal Size Inches E to E Inches mm Appx. Wt. Lbs. Kg. 21/2x 11/4 2.50 63.5 1.0 0.5 4x2„ 3.00 76.2 2.3 1.0 6x2' /a 4.00 101.6 6.0 2.7 8x6' 5.00 127.0 10.8 4.9 2' /a x 11h 2.50 63.5 1.3 0.6 4 x 2'/a• 3.00 76.2 2.3 1.0 6 x 3' 4.00 101.6 6.0 2.7 10 x 4 6.00 1524 21.9 10.0 21/2 x2' 2.50 63.5 1.2 0.5 4x3, 3.00 76.2 2.6 1.2 8x4• 4.00 101.6 5.9 2.7 10x6 6.00 152.4 21.6 9.8 3x1' /4 2.50 63.5 1.3 0.6 5x1' /a 3.60 88.9 4.6 2.1 8x6, 4.00 101.6 5.8 2.6 10x6' 6.00 152.4 21.1 9.6 3x11/2 2.50 63.5 1.3 0.6 5x2 3.50 88.9 4.6 2.1 8x2 6.00 127.0 12.2 5.5 10x8' 6.00 1524 19.5 8.9 3x2' 2.50 63.5 1.3 0.6 5x2' /a 3.50 88.9 4.6 2.0 8x2' / 5.00 127.0 12.1 5.5 12x4 7.00 177.8 28.0 12.7 3x2'/z' 2.50 63.5 1.5 0.7 5 x3 3.50 88.9 4.4 2.0 8x3 5.00 127.0 12.0 5.5 12x6 7.00 177.8 30.0 13.6 4x1' /4 3.00 762 2.2 1.0 5x4• 3.50 88.9 4.5 2.0 8x4' 5.00 127.0 11.9 5.4 12x8• 7.00 177.8 28.0 12.7 4x11/2 3.00 762 2.3 1.0 8x2' 4.00 101.6 6.0 2.7 8x5 5.00 127.0 11.3 5.1 12x10• 7.00 177.8 , 33.0 15.0 500 Series Sizes: 1 - 8° Maximum Working Pressure 300 psi: See specific data sheet for rating of coupling being used. Approvals: UL, FM, and ULC Note: See Fire Protection Submittal Sheet for exact Listing/Approval information. Manufacture Source: Domestic Figures 501, 510, 519 and 510DE Figure 501 Figure 510DE Figure 350 Figure 350 11/2°- 6' LH • - These adzes can also be ordered in the Figure 150 Grooved Concentric Reducer which is cast ductle Iron purchased from a foreign supplier. -2- ,-ctoE Figure 619 Figure 350 8' -12' 3110 Series: Sizes~ 1'/4° -12° Maximum Working Pressure: 300 psi: See specific data sheet for rating of coupling being used. Approvals UL, FM, and ULC Note See Fire Protection Submittal Sheet for exact Usting/Approval Information. Manufacture Source Domestic Pbe Size Inches mm Dimensions Tee Size Inches Outlet inches O.D. Takeout Center to End <1 c B inches mm C Inches mm D Inches mm 1.9 1.0 4.8 125 1.75 1.89 0.77 1.5 0.6 11/2 31.8 44.5 48.0 0.3 48.3 0.7 1.900 125 1.75 1.89 0.77 1114 'A 48.3 31.8 44.5 48.0 0.3 1.0 2' 3.9 1.37 2.00 2.02 0.88 1.2 1 3.0 34.8 50.8 51.3 0.4 10.3 3.1 14 3 125 1.75 1.89 0.92 88.9 1.5 0.7 31.8 44.5 48.0 0.4 3.3 16.3 2.375 125 1.75 1.89 0.92 2 'A 60.3 31.8 44.5 48.0 0.4 2.5 1.3 6.3 1.37 2.00 2.02 1.06 23.8 7.2 1 6 34.8 50.8 51.3 0.5 168.3 1,1 1.5 37.3 37.3 1.97 50.0 1.89 48.0 1.28 0.6 21A , 2.875 73.0 1.47 37.3 1.97 50.0 1.89 48.0 1.28 0.6 4.0 10 16.5 1.37 2.00 2.02 1.50 5.0 1 12.6 34.8 50.8 51.3 0.7 Friction Resistance 200 Series Fittings (Expressed as Equivalent Straight Pipe) Size Inches mm Elbows Tee 90° 46° Branch Run Feet Meters Feet Meters Feat Meters Feet Meters 11/4 1.9 1.0 4.8 1.9 42.2 0.6 0.3 1.5 0.6 11/2 2.3 12 5.8 2.3 48.3 0.7 0.4 1.8 0.7 2 3.2 1.6 8.0 32 60.3 1.0 0.5 2.5 1.0 2' 3.9 , 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 76.1.. 4 1.2 2.1 0.6 10.3 3.1 4.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 6 82 4.1 20.6 8.2 141.3 2.5 1.3 6.3 2.5 165.1 9.5 2.9 4.8 1.4 23.8 7.2 9.5 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.1 6.1 Figure Nominal Size Inches Rated Press ure (psi) ® ® 4> C to E Inches mm 11/4- 3 500 500 500 Appx. Wt. Liss. Kg. 78.1mm 300 - 300 201 4 500 400 500 210 5 500 500 500 219 165.1mm 300 - 300 0.6 0.3 6 400 400 400 2.0 0.9 8 -12 450 450 450 2'h 11/ 500 500 500 3.75d 95.3 76.1mrn 300 - 300 260 5 - 6 400 400 400 165.1mm 300 - 300 2.60d 63.5 3.5 1.6 8 -10 450 450 450 0.850 224 12 250 250 250 DS ®rtes: lures 201, 210, 219 and 260 Sizes: 1 -12° col i Maximum Working Pressure: See chart and specific data sheet for rating of coupling being used. Approvals UL, FM, and ULC OWE Note: See Fire Protection Submittal Sheet for exact Listing /Approval information. Manufacture Source: Domestic or as noted. L T a- Figure 201 ADACAP® Patented Sizes 1 °, 2° and 2 Maximum Working Pressure: 300 psi: Approvals: UL, FM, and ULC Note: See Fire Protection Submittal Sheet for exact Listing /Approval information. Manufacture Source: Domestic -3- Ct3E Figure 210 CtoE I . -CtoE ---.I Figure 260 d - These fillings are available In domestic ductile trot. • - These sizes can also be ordered to the Figure 110 whltfi N Cast duce iron purchased from a foreign supplier. - These sizes can also be ordered In the Figure 111 which Is cast ductile Iron purchased from a foreign supplier. •• - These sizes Can also be ordered In the Figure 120 whhdh is cast ductile bon purchased ions a foreign supplies * - Sims 114'thw 1T Figure 2O End Caps are avaiable with W and 1' tap plug. - BSP threaded outlets are available upon request. Figure 201 46° Elbow Figure 210 90° Elbow Figure 219 Tee Figure 260* End Cap Nominal Size Inches C to E Inches mm Appx Wt. Lbs. Kg. C to E Inches mm Appx. Wt. Lbs. Kg. C to E Inches mm Appx. Wt. Liss. Kg. E to E Inches mm Appx. Wt. Lbs. Kg. 11d 1.750 44.5 0.9 0.4 2.750 69.9 1.0 0.5 2.75 69.9 1.4 0.6 0.88 22.4 0.4 02 1 °& 1.75° 44.5 1.1 0.5 2.75° 69.9 1.2 0.5 2.75° 69.9 1.8 0.8 0.88° 224 0.6 0.3 2 2.00° 50.8 1.8 0.8 325° 82.6 2.0 0.9 3.25° 82.6 2.7 1.2 0.88° 224 0.9 0.4 2'h 225° 572 2.2 1.0 3.75 95.3 3.0 1.4 3.75d 95.3 5.8 26 0.88 224 0.9 0.4 78.1rmn 2.25 57.2 22 1.0 3.75° 95.3 ' 3.0 1.4 ' 3.75° 95.3 5.8 2.8 0.94° 23.9 1.1 0.5 3 2.60d 63.5 3.5 1.6 425° 108.0 4.5 2.0 425d 108.0 7.0 3.2 0.850 224 1.1 0.5 4 3.00* 76.2 5.2 2.4 5.00* 127.0 8.5 3.9 5.00* 127.0 11.8 5.4 1.00* 25.4 2.6 1.2 5 3.25° 82.6 8.5 3.9 5.50° 139.7 13.5 6.1 5.50° 139.7 17.0 7.7 1.00° 25.4 5.0 2.3 165.1mm 3.50 88.9 12.0 5.4 6.50d 165.1 18.5 8.4 6.60d 165.1 26.0 11.8 1.00 25.4 7.5 3.4 8 3.50° 88.9 12.0 5.4 8.50d 165.1 18.5 8.4 6.50° 165.1 26.0 11.8 1.00° 25.4 7.5 3.4 8 4.25d 108.0 23.0 10.4 7.75° 198.9 36.5 16.6 7.75d 196.9 45.0 20.4 1.19d 30.2 12.8 5.8 10 4.75d 120.7 31.0 14.1 9.00d" 228.6 60.0 272 9.00*"' 228.6 72.1 32.7 125° 31.8 20.0 9.1 12 525° 133.4 40.0 18.1 10.00°" 254.0 67.0 30.4 10.00°"' 254.0 92.5 42.0 1.25° 31.8 36.0 16.3 DS ®rtes: lures 201, 210, 219 and 260 Sizes: 1 -12° col i Maximum Working Pressure: See chart and specific data sheet for rating of coupling being used. Approvals UL, FM, and ULC OWE Note: See Fire Protection Submittal Sheet for exact Listing /Approval information. Manufacture Source: Domestic or as noted. L T a- Figure 201 ADACAP® Patented Sizes 1 °, 2° and 2 Maximum Working Pressure: 300 psi: Approvals: UL, FM, and ULC Note: See Fire Protection Submittal Sheet for exact Listing /Approval information. Manufacture Source: Domestic -3- Ct3E Figure 210 CtoE I . -CtoE ---.I Figure 260 d - These fillings are available In domestic ductile trot. • - These sizes can also be ordered to the Figure 110 whltfi N Cast duce iron purchased from a foreign supplier. - These sizes can also be ordered In the Figure 111 which Is cast ductile Iron purchased from a foreign supplier. •• - These sizes Can also be ordered In the Figure 120 whhdh is cast ductile bon purchased ions a foreign supplies * - Sims 114'thw 1T Figure 2O End Caps are avaiable with W and 1' tap plug. - BSP threaded outlets are available upon request. r- �1 Figure 302 Figure 312 Figure 327 1 tit Figure 341 Figure 301, 302, 303, 312, 313, 327 and 327 Figure 301 Figure 303 Figure 313 EMI t q C O/ ao w Control / 7 y c o Fire Products -4- Figure 321 Figure 321 Reducing Tee Nominal Size Inches 1 11/2x 1 2x2x1 21/2 x 21/2 x 11/4 21/2 x 21/2 x 1 2 3x3x1'h 3x3x2' 3x3x2'h 4x4x11/4 4x4x1'h 4x4x2• 4x4x2'/2• 4x4x3• Cto E Inches mm 325 82.6 325 82.6 3.75 95.3 3.75 95.3 3.75 95.3 4.25 108.0 4.25 108.0 4.25 108.0 5.00 127.0 5.00 127.0 5.00 127.0 5.00 127.0 5.00 127.0 Appx. Wt Lbs. Kg. 2.0 0.9 4.2 1.9 4.3 2.0 5.5 2.5 9.8 4.4 9.9 4.5 10.1 4.6 10.3 4.7 10.5 4.8 Nominal C to E Size Inches inches mm 5x5x2 5x5x4 6x6x2 6x6x3• 6 x8x5 8x8x2 8x8x3 8x8x4 8x8x5 5.50 139.7 2.7 1.2 6x5x 139 f9 5x5x3 9 5.50 139.7 6.50 165.1 5.3 6.50 2.4 fix 6x 165.1 6.50 165.1 5.8 2.6 8x6x 165. 6.50 165.1 7.75 196.9 7.75 196.9 7.75 196.9 7.75 196.9 Appx. Wt. Lbs. Kg. 14.5 6.6 14.8 6.7 15.2 6.9 15.8 7.2 26.5 11.9 26.5 120 28.5 12.0 26.6 12.1 27.0 122 36.2 16.4 36.5 16.6 36.6 16.6 36.8 16.7 Nominal Size inches Bx8x6 10x10x2 10x10x3 10x10x4 10x10x5 10x10x6 10x 10x8 12x12x3 12x12x4 12x12x5 12x12x8 12x12x8 C to E Appx. WL Inches Lbs. mm Kg. 9.00 57.6 228.6 26.1 7.75 37.0 196.9 16.8 9.00 57.1 228.6 25.9 9.00 57.4 228.6 26.0 9.00 57.8 228.6 28.2 9.00 228.6 9.00 228.6 10.00 254.0 10.00 254.0 10.00 254.0 10.00 254.0 10.00 254.0 58.0 28.3 58.4 26.5 80.2 3 &4 80.5 38.5 80.7 36.6 80.9 36.7 91.4 41.5 12x12x10 10.00 91.8 254.0 41.6 - These sizes can also be ordered to the Figure 121 which Is cast ductile Iron purchased from a foreign supplier General Notes: It is the Designer's responsibility to select products suitable for the Intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the Installation Instructions (IH- 1000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Printed U.S.A. 3-02 Figures 301, 302, and 303 Adapter Nipper Figure 312 7,h° Elbow Figure 313 111/4° Elbow Figure 327 Cross Figure 341 150 Lbs. Flange Adapter Nominal Sfze Inches • "1 Appx. Wt. Lbs. - lus U 5 E Appx. Wt. Lbs. C to E Inches Appx. Wt. Lbs. C to E Inches mm Appx. WL Lbs. E to E Inches Appx. Wt. Lbs. 11/4 4.00 0.8 1.75 0.4 1.38 0.4 7 5 2.0 04 0 2.8 101.6 0.4 44.5 0.2 35.1 0.2 69.9 0.9 101.6 1.3 11/2 4.00 0.9 1.75 0.5 1.38 0.5 2.75 2.2 4.00 32 101.6 0.4 44.5 0.2 35.1 0.2 69.9 2.0 101.6 1.5 2 4.00 1.2 1.88 0.6 1.38 0.6 3.25 2.7 4.00 5.2 101.6 0.5 47.8 0.3 35.1 0.3 82.6 1.2 101.6 2.4 2' /2 4.00 1.9 2.00 0.7 1.50 1.1 3.75 5.0 4.00 8.0 101.6 0.9 50.8 0.3 38.1 0.5 95.3 2.3 101.6 3.6 3 4.00 2.5 225 1.4 1.50 1.2 4.25 7.1 4.00 102 101.6 1.1 572 0.6 38.1 0.5 108.0 3.2 101.6 4.6 4 6.00 5.5 2.83 2.4 1.75 2.2 5.00 11.9 6.00 172 1524 2.5 66.8 1.1 44.5 1.0 127.0 5.4 152.4 7.8 5 8.00 7.4 2.88 4.1 2.00 3.3 5.50 17.1 6.00 21.4 1524 3.4 73.2 1.9 50.8 1.5 139.7 7.8 1524 9.7 6 8.00 9.5 3.13 ' 5.8 2.00 4.8 6.50 27.5 6.00 28.0 1524 4.3 79.5 2.5 50.8 2.1 165.1 12.5 152.4 11.8 8 8.00 14.2 3.88 11.1 2.00 8.7 7.75 47.0 6.00 38.4 1524 6.4 98.6 5.0 50.8 3.9 196.9 21.3 1524 17.4 10 8.00 27.0 4.38 14.0 2.13 9.1 9.00 68.0 8.00 65.0 203.2 12.2 11.3 6.4 54.1 4.1 228.6 30.8 203.2 29.5 12 8.00 33.0 4.88 22.0 2.25 18.7 10.00 107.0 8.00 91.0 203.2 15.0 124.0 10.0 57.2 7.6 254.0 48.5 203.2 41.3 r- �1 Figure 302 Figure 312 Figure 327 1 tit Figure 341 Figure 301, 302, 303, 312, 313, 327 and 327 Figure 301 Figure 303 Figure 313 EMI t q C O/ ao w Control / 7 y c o Fire Products -4- Figure 321 Figure 321 Reducing Tee Nominal Size Inches 1 11/2x 1 2x2x1 21/2 x 21/2 x 11/4 21/2 x 21/2 x 1 2 3x3x1'h 3x3x2' 3x3x2'h 4x4x11/4 4x4x1'h 4x4x2• 4x4x2'/2• 4x4x3• Cto E Inches mm 325 82.6 325 82.6 3.75 95.3 3.75 95.3 3.75 95.3 4.25 108.0 4.25 108.0 4.25 108.0 5.00 127.0 5.00 127.0 5.00 127.0 5.00 127.0 5.00 127.0 Appx. Wt Lbs. Kg. 2.0 0.9 4.2 1.9 4.3 2.0 5.5 2.5 9.8 4.4 9.9 4.5 10.1 4.6 10.3 4.7 10.5 4.8 Nominal C to E Size Inches inches mm 5x5x2 5x5x4 6x6x2 6x6x3• 6 x8x5 8x8x2 8x8x3 8x8x4 8x8x5 5.50 139.7 2.7 1.2 6x5x 139 f9 5x5x3 9 5.50 139.7 6.50 165.1 5.3 6.50 2.4 fix 6x 165.1 6.50 165.1 5.8 2.6 8x6x 165. 6.50 165.1 7.75 196.9 7.75 196.9 7.75 196.9 7.75 196.9 Appx. Wt. Lbs. Kg. 14.5 6.6 14.8 6.7 15.2 6.9 15.8 7.2 26.5 11.9 26.5 120 28.5 12.0 26.6 12.1 27.0 122 36.2 16.4 36.5 16.6 36.6 16.6 36.8 16.7 Nominal Size inches Bx8x6 10x10x2 10x10x3 10x10x4 10x10x5 10x10x6 10x 10x8 12x12x3 12x12x4 12x12x5 12x12x8 12x12x8 C to E Appx. WL Inches Lbs. mm Kg. 9.00 57.6 228.6 26.1 7.75 37.0 196.9 16.8 9.00 57.1 228.6 25.9 9.00 57.4 228.6 26.0 9.00 57.8 228.6 28.2 9.00 228.6 9.00 228.6 10.00 254.0 10.00 254.0 10.00 254.0 10.00 254.0 10.00 254.0 58.0 28.3 58.4 26.5 80.2 3 &4 80.5 38.5 80.7 36.6 80.9 36.7 91.4 41.5 12x12x10 10.00 91.8 254.0 41.6 - These sizes can also be ordered to the Figure 121 which Is cast ductile Iron purchased from a foreign supplier General Notes: It is the Designer's responsibility to select products suitable for the Intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the Installation Instructions (IH- 1000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Printed U.S.A. 3-02 Mechanical Tees Figure 730 Threaded / Grooved Tyco Fire Products — www.tyco- grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 — USA Customer Service /Sales: Tel: (215) 362 -0700 / Fax (215) 362 -5385 Technical Services: Tel: (800) 381 -9312 / Fax (800) 791 -5500 rg (See Gasket Grades and Recommendations G e nera I Sheet for aid in selecting the proper gasket) . Description • The Figure 730 Mechanical Tees may be used for any tee connection where a threaded or grooved outlet is needed. They may be converted Into a cross when necessary. See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information Technical Data Figure: 730 Outlet Threaded & Grooved Max. Working Pressure: 300 psi (2068 kPa) Note: Maximum pressure applies to the Mechanical Tee. When connected to a grooved coupling,the rating will be the lesser of the Mechanical Tee or Coupling rating. Maximum pressure is a total from all Toads, based on standard weight or Sch. 10 steel pipe. For pipe with other wall thickness or materials contact Tyco Fire Products. Approvals: UL, FM, and ULC; See Fire Protection Submittal Sheet for exact Listing /Approval Info. Manufacturing Source: Domestic Housing: Ductile iron conforming to ASTM A-536, Grade 65 -45 -12 Protective Coatings: • Non -lead orange paint • Hot dipped galvanized conforming to ASTM A -153 Bolt/Nuts: Track Head Bolts - conforming to ASTM A -183, Zinc Plated, (Min. Tensile = 110,000 psi) Gasket: (specify when ordering) • Grade E EPDM green color code mom Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, figure number, type of gasket, EPDM •E°, and size. Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215 - 362 -0700 for the distributor nearest you. The owner is responsible for the inspection, testing; and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. i Ordering Information Irrl Care and Maintenance Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship CENTRAL Grooved Piping Products when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, Improper installation, corrosion, or which have not been Installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete Information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FiRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANT YiS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF ,MERCHANTABILITY AND FITNESS FORA PARTICULAR PURPOSE, No. 18-6.0 Nom. Size Hole Dia$ Dimensions Run x Branch Hole Inches mm Max Inches mm A Inches mm i l m E C Inches mm D inches mm E Inches mm ��Y 2' x' /x', 3/4°, 1' 1.50 38.1 1.63 41.3 2.62 66.5 4.88 124.0 3.07 78.0 2.12 53.8 1.59 40.4 2.2 1.0 2' x 1' /a 1.75 44.5 1.88 47.6 2.78 70.6 4.88 124.0 3.32 84.3 1.93 49.0 1.59 40.4 2.5 1.1 2° x 11h' 1.75 44.5 1.88 47.6 2.62 66.5 4.88 124.0 3.32 84.3 1.93 49.0 1.59 40.4 2.5 1.1 2' /2' x 3/4°, 4 ° 1.50 38.1 1.63 41.3 2.88 73.2 5.25 133.4 3.07 78.0 2.38 60.5 1.81 46.0 2.7 1.2 21/2' x 1' /4' 2.00 50.8 2.13 54.0 3.00 76.2 5.25 133.4 3.56 90.4 2.19 55.6 1.81 46.0 3.1 1.4 2' /i x 1' /z 2.00 50.8 2.13 54.0 3.07 78.0 5.25 133.4 3.59 91.2 2.17 55.1 1.81 46.0 3.3 1.5 3" x' /z , 1/4',1' 1.50 38.1 1.63 41.3 3.19 81.0 6.13 155.7 3.07 78.0 2.56 65.0 2.21 56.1 3.7 1.7 3' x 1' /a 1.75* 44.5 1.88 47.6 3.34 84.8 6.13 155.7 3.32 84.3 2.50 63.5 2.21 56.1 3.9 1.8 3° x 11h° 2.00 50.8 2.13 54.0 3.38 85.9 6.13 155.7 3.56 90.4 2.48 63.0 2.21 56.1 4.2 1.9 ® 3'x2' 2.50 63.5 2.63 66.7 3.50 88.9 6.13 155.7 4.09 103.9 2.75 69.9 2.21 56.1 4.7 2.1 4°x'/z', 3 /a, 1' 1.50 38.1 1.63 41.3 3.69 93.7 7.13 181.1 3.07 78.0 3.06 77.7 2.78 70.6 5.5 2.5 4' x 1' /4" 1.75* 44.5 1.88 47.6 3.92 99.6 7.13 181.1 3.32 84.3 3.00 76.2 2.78 70.6 5.5 2.5 4° x 11/2° 2.00 50.8 2.13 54.0 4.00 101.6 7.13 181.1 3.56 90.4 2.98 75.7 2.78 70.6 5.5 2.5 4° x 2° 2.50 63.5 2.63 66.7 4.00 101.6 7.13 181.1 4.06 103.1 3.25 82.6 2.78 70.6 6.0 2.7 4' x71/2" 2.75 69.9 2.88 73.0 4.00 101.6 7.13 181.1 4.38 111.3 3.12 79.2 2.78 70.6 6.0 2.7 4° x 76.1 2.75 69.9 2.88 73.0 4.00 101.6 7.13 181.1 4.38 111.3 3.12 79.2 2.78 70.6 6.0 2.7 4 °x3° 3.50 88.9 3.63 92.1 4.13 104.9 7.13 181.1 5.13 130.3 3.31 84.1 2.78 70.6 7.0 3.2 Figure 730 Mechanical Outlet Tee and Cross (Threaded) Figure 730 Mechanical Outlet Tee (Threaded) Figure 730 Mechanical Outlet Cross (Threaded) * - Hole size for 3' x 1' /4' and 4° x 1'/4' changed from 2' previously on Figure 720. Nom. Size Hole Dia.# Dimensions Run x Branch Hole Inches mm Max. Inches mm A Inches mm B Inches mm C Inches mm D Inches mm E Inches mm 4Y 5° x 11/2' 2.00 2.13 4.63 8.13 3.56 4.00 3.37 6.5 50.8 54.0 117.6 206.5 90.4 101.6 85.6 2.9 5°x2, 2.50 2.63 4.63 8.13 4.06 3.88 3.37 7.1 63.5 66.7 117.6 206.5 103.1 98.6 85.6 3.2 5'x 21/2' 2.75 2.88 4.75 8.13 4.38 3.88 3.37 7.3 69.9 73.0 120.7 206.5 111.3 98.6 85.6 3.3 5' x 76.1 2.75 2.88 4.75 8.13 4.38 3.88 3.37 7.3 69.9 73.0 120.7 206.5 111.3 98.6 85.6 3.3 5' x 3° 3.50 3.63 5.00 8.13 5.13 4.06 3.37 7.6 88.9 92.1 127.0 206.5 130.3 103.1 85.6 3.4 6' x 11/2' 2.00 2.13 5.13 9.25 3.56 4.04 3.90 7.4 50.8 54.0 130.3 235.0 90.4 102.6 99.1 3.4 6'x2° 2.50 2.63 5.13 9.25 4.06 4.31 ' 3.90 7.5 50.8 66.7 130.3 235.0 103.1 109.5 99.1 3.4 6'x 21/2' 2.75 2.88 5.13 9.25 4.38 4.18 3.90 7.5 69.9 73.0 130.3 235.0 111.3 106.2 99.1 3.4 6' x 761 2.75 2.88 5.13 9.25 4.38 4.18 3.90 7.5 69.9 73.0 130.3 235.0 111.3 106.2 99.1 3.4 6 . x3 . 3.50 3.63 5.50 9.25 5.13 4.37 3.90 9.5 88.9 92.1 139.7 235.0 130.3 111.0 99.1 4.3 6° x 42 4.50 4.63 5.38 9.25 6.13 4.56 3.90 10.0 114.3 117.5 136.7 235.0 155.7 115.8 99.1 4.5 8°x 2' /2 2.75 2.88 6.25 12.50 4.38 5.12 4.90 10.2 69.9 73.0 158.8 317.5 111.3 130.0 124.5 4.6 if x76.1 2.75 2.88 6.25 12.50 4.38 5.12 4.90 10.2 69.9 73.0 158.8 317.5 111.3 130.0 124.5 4.6 8'x 3° 3.50 3.63 6.50 12.50 5.13 5.37 4.90 12.5 88.9 92.1 165.1 317.5 13 0.313 6.412 4.5 5.7 8' x 4' 4.50 4.63 6.38 12.50 6.13 5.56 4.90 12.5 114.3 117.5 162.1 317.5 155.7 141.2 , 124.5 5.7 Figure 730 Mechanical Outlet Tee and Cross (Threaded) * Proper hole preparation Is required for effective sealing and performance. Check the pipe seal surface within B/e' of the hole to be certain it is free from conditions which would affect proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area, which might affect assembly, proper seating of the locating collar or flow from the outlet. Check gasket grade to be certain It is suitable for the service. For crosses, ensure double outlet holes are aligned on opposite sides of the pipe. The use of threaded products other than steal pipe, such as dry pendants, etc. may not be compatible with the female threaded outlet on the Mechanical Tee. Always confirm compatibility by contacting Tyco Fire Products. Note: Outlet threads conforming to BSP are available, contact Tyco Fire Products for Mills. Nom. Size Hole Dia.* Dimensions Net Wt. Lbs. Kg. Run x Branch Hole Inches mm 12 B 1 E A Inches mm B Inches mm C Inches mm E Inches mm 2' x 11/4' 1.75 44.5 1.88 47.6 2.78 70.6 4.88 124.0 3.32 84.3 1.59 40.4 2.5 1.1 Tx 11h' 1.75 44.5 1.88 47.6 2.62 66.5 4.88 124.0 3.32 84.3 1.59 40.4 2.5 1.1 21/2° x 11/4° 2.00 50.8 2.13 54.0 3.00 76.2 5.25 133.4 3.56 90.4 1.81 46.0 3.1 1.4 2' /2° x 11/2' 2.00 50.8 2.13 54.0 3.07 78.0 5.25 133.4 3.59 91.2 1.81 46.0 3.3 1.5 3' x 11/4" 1.75* 44.5 1.88 47.6 3.34 84.8 6.13 155.7 332 8:.3 2.21 56.1 3.9 1.8 3'x11/2' 2.00 50.8 2.13 54.0 3.38 85.9 6.13 155.7 3.56 91.4 221 56.1 4.2 1.9 3'x2" 2.50 63.5 2.63 66.7 3.50 88.9 6.13 155.7 4109 103.9 2.21 56.1 4.7 2.1 4' x 1' /a 1.75* 44.5 1.88 47.6 3.92 996 7.13 181.1 332 84.3 2.78 70.6 5.5 2.5 4' x 1' /z' 2.00 50.8 2.13 54.0 4.00 101.6 7.13 181.1 3156 90.4 2.78 70.6 5.5 2.5 4'x2° 2.50 63.5 2.63 66.7 4.00 101.6 7.13 181.1 4106 1Q 3.1 2.78 0.6 6.0 2.7 4" x 2' /2' 2.75 69.9 2.88 73.0 4.00 101.6 7.13 181.1 438 111.3 2.78 70.6 6.0 2.7 4° x 76.1 2.75 69.9 2.88 73.0 4.00 101.6 7.13 181.1 4.38 111.3 2.78 70.6 6.0 2.7 4'x3' 3.50 88.9 3.63 92.1 4.13 104.9 7.13 181.1 513 130.3 2.78 70.6 7.0 3.2 5° x 1' /2° 2.00 50.8 2.13 54.0 4.63 117.6 8.13 206.5 3/66 994 3.37 85.6 6.5 2.9 Nom. Size Hole Dia. # Dimensions Net Wt Lbs. Kg. Run x Branch Hole Inches mm g1 E A Inches mm B Inches mm C Inches mm E Inches mm 5 . x2 . 2.50 63.5 2.63 66.7 4.63 117.6 8.13 206.5 4.06 103.1 3.37 85.6 7.1 3.2 5°x2' /z' 2.75 69.9 2.88 73.0 4.75 120.7 8.13 206.5 4.38 111.3 3.37 85.6 7.3 3.3 5' x 76.1 2.75 69.9 2.88 73.0 4.75 120.7 8.13 206.5 4.38 111.3 3.37 85.6 7.3 3.3 5°x3' 3.50 88.9 3.63 92.1 5.00 127.0 8.13 206.5 5.13 130.3 3.37 85.6 7.6 3.4 6' x 1'h° 2.00 50.8 2.13 54.0 5.13 130.3 9.25 235.0 3.56 90.4 3.90 99.1 7.4 3.4 6'x2• 2.50 50.8 2.63 66.7 5.13 130.3 9.25 235.0 4.06 103.1 3.90 99.1 7.5 3.4 6'x 2, /z' 2.75 69.9 2.88 73.0 5.13 130.3 9.25 235.0 4.38 111.3 3.90 99.1 7.5 3.4 6' x 76.1 2.75 699 2.88 73.0 5.13 130.3 9.25 235.0 4.38 111.3 3.90 99.1 7.5 3.4 5 . x 3 . 3.50 88.9 3.63 92.1 5.50 139.7 9.25 235.0 5.13 130.3 3.90 99.1 9.5 4.3 6' x 4' 4.50 114.3 4.63 117.5 5.38 136.7 9.25 235.0 6.13 155.7 3.90 99.1 10.0 4.5 8°x 2, /i 2.75 69.9 2.88 73.0 6.25 158.8 12.50 317.5 4.38 111.3 4.90 124.5 10.2 4.6 8' x 76.1 2.75 699 2.88 73.0 625 158.8 12.50 317.5 4.38 111.3 4.90 124.5 10.2 4.6 5 . x3 . 3.50 88.9 3.63 92.1 6.50 165.1 12.50 317.5 5.13 13 0.312 4.90 4.5 12.5 5.7 8' x 4° 4.50 114.3 4.63 117.5 6.38 162.1 12.50 317.5 6.13 155.7 4.90 124.5 12.5 5.7 Figure 730 Mechanical Outlet Grooved Cross Figure 730 Mechanical Outlet Tee and Cross (Grooved) General Notes: it is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data Is not exceeded. Always read and understand the installation instructions (IH- 1000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. ' COI Flow Control /Tyco Fire Products Figure 730 Mechanical Outlet Grooved Tee $ Proper hole preparation is required for effective seating and performance. Check the pipe seal surface within %' of the hole to be certain it is free from conditions which would affect proper gasket sealing. Rhimove any sharp or rough edges from the hole or upper housing contact area, which might affect assembly, proper seating of the locating collar or flow from the outlet. Check gasket grade to be certain it is suitable for the service. For crosses, ensure double outlet holes are aligned on opposite sides of the pipe. The use of threaded products other than steel pipe, such as dry pendants, etc. may not be compatible with the female threaded outlet on the Mechanical Tee. Always confirm compatibility by rmntacting Tyco Fire Products. Note: Outlet threads conforming to BSP are available, contact Tyco Rre Products for details. Certified Company Printed in U.SA 4-01 Strap Figure 40-5 Tyco Fire Products — www.tyco-grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 — USA Customer Service /Sales: Tel: (215) 362 -0700 / Fax (215) 362 -5385 Technical Services: Tel: (800) 381 -9312 / Fax (800) 791 -5500 re General -1- Description OD See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information The Figure 40-5 Strap is an economical alternative to welded pipe outlets on steel pipe. The Figure 40-5 Strap may be used with full lengths of pipe and eliminates threading and welding, decreasing waste and installation time. The 40 -5 Strap may be used in wet, dry pipe and deluge systems. s Technical Data Figure: 40-5 Outlet: Threaded Max. Working Pressure: 175 psi (1207 kPa) Approvals: UL, FM, and ULC See Fire Protection Submittal Sheet for exact Listing / Approval Info. Manufacturing Source: Domestic Housing: Ductile iron conforming to ASTM A-536, Grade 65 -45-12 Protective Coatings: • Clear rust inhibitive coating • Zinc electroplated conforming to ASTM B -633, Type III Service 2 (optional) U - Bolt: Carbon steel conforming to ASTM A-307, Grade A, Zinc electroplated Nuts: Carbon steel conforming to ASTM A-307, Grade A, Zinc electroplated Gasket: (specify when ordering) • Grade E EPDM green color code -30 °F ( -34°C) to +230 °F ( + 110°C) (See Gasket Grades and Recommendations Sheet for aid in selecting proper gasket) Ordering Procedure Ordering Information: When placing an order, Indicate the full product name. Please specify the quantity, figure number, type of gasket, EPDM °E° and size. CENTRAL Grooved Piping Products Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network of Central distribution centers. You may write directly or call 215 - 362 -0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having Jurisdiction. The Installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. it is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified inspection Service. No. 21 -2.0 Pipe Size Run x Branch Dimensions Hole Size Inches mm Net Wt. Lbs. Kg. A Inches mm B Inches mm CD Inches mm Inches mm Housing 2.00 1.50 3.50 1.20 1 B 0.84 11/4° x /z° 50.8 38.1 88.9 30.5 30.2 0.4 2.00 1.50 3.50 1.20 1 3 /+6 0.88 1'/4° x 3/40 50.8 38.1 88.9 30.5 30.2 0.4 2:31 1.68 3.50 1.20 1 %e 1.13 11/4" x 1° 58.7 42.7 88.9 30.5 30.2 0.5 2.12 1.62 3.50 1.32 1 0.84 11/2° x /z° 53.8 41.1 88.9 33.5 30.2 0.4 1 /z° x 3/4" 2.12 53.8 1.62 41.1 3.50 88.9 1.32 33.5 1 30.2 0.88 0.4 2.43 1.80 3.50 1.32 1 1.13 11/2° x 1" 61.7 45.7 88.9 33.5 30.2 0.5 2.38 1.86 3.74 1.55 1 0.88 2° x' /z° 59.9 47.2 95.0 39.4 30.2 0.4 2.36 1.86 3.74 1.55 1% 0.95 2° x 3/4° 59.9 47.2 95.0 39.4 30.2 0.4 2.67 2.04 3.74 1.55 1346 1.16 2° x 1° 67.8 51.8 95.0 39.4 30.2 0.5 2.61 2.11 4.25 1.80 1 0.90 21/2° x /z° 66.3 53.6 108.0 45.7 30.2 0.4 2.61 2.11 4.25 1.80 1 0.99 2' /2° x 3/40 66.3 53.6 108.0 45.7 30.2 0.4 2.92 2.29 4.25 1.80 1 1.21 21/2" x 1° 74.2 58.2 108.0 45.7 30.2 0.5 Fitting Size Equivalent Length (1 inch pipe) Description Item 1 x 1° 8 1 Housing 1 x 1° 6 2 Gasket 2° x 1° 6 3 Flanged Nut 2 x 1° 4 4 U-Bolt Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, Improper installation, The friction Toss for these outlets s specified in equivalent length of 1 inch Schedule 40 (C =120) pipe. The 1 inch outlets can be used with a nipple leading directly to a sprinkler. These fittings should be used for hydraulically calculated systems only. t qCO /Flow Control / Tyco Fire Products corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or Inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE Figure 40.5 Strap General Notes: It is the Designer's responsibility to select products suitable for the Intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the Installation instructions (111- 1000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THEFOREGO/NG WARRAN7Y!S MADE pV LIEUOF ANY AND ALL OTHER WARRANTIES EXPRESS OR /MPLED, INCLUDING WARRANTIES OF MERCHANTABiLRYAND FRNESS FORA PARTICULAR PURPOSE Certified Company Printed in U.SA 4-01 Threaded Fittings Tyco Fire Products — www.tyco- grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 — USA Customer Service /Sales: Tel: (215) 362 -0700 / Fax: (215) 362 -5385 Technical Services: Tel: (800) 381 -9312 / Fax (800) 791 -5500 General Description See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information Ductile Iron threaded fittings (with the exception of California Tees and Street Elbows) conform to ANSI B16.3. They are higher in strength and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties making up the fitting. This is accomplished by adding magnesium while the iron is being poured into it final cast shape. This provides an advantage as the fittings are not as susceptible to leaks or cracking and they are also lighter than standard cast iron. Caution: Installers who have not used ductile iron threaded fillings before should be Instructed that the fittings are stronger than the pipe and over - tightening the fitting can create leaks and cause damage to pipe threads. In general, there Is about one -half turn difference between cast iron and ductile iron fittings. Apply Teflon tape or high quality pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. if you are using an automatic make -on machine, please exercise caution in setting your machine to the proper parameters prior to tightening fittings onto the male pipe threads. Figmas 811, 812, 813, 814, 815, 816, 817, 818, 820, 825, 827, 830, 719, California Tees, and Street Elbows Sham 1 /2 - 2 Maximum Worldng Pressure 800 Series, California Tees, and Street Elbows: 300 psi Figure 719: 250 psi Approvals: UL, and FM Note: See Fire Protection Submittal Sheet for exact Usting/Approval information. Manufacture Source: Imported Material: Ductile Iron, conforming to ANSI B16.3 (Note: Figure 719 Plugs are constructed of Cast Iron) Thread: N.P.T. Technical Data Installation Apply Teflon Tape or high quality pipe Joint compound on the male pipe threads and tighten two to three tums beyond hand tight. (See caution In first column) CENTRAL Grooved Piping Products Ordering Procedure Ordering loformatiom When placing an order, indicate the full product name. Please specify the quantity, figure number and size. Availability and Sent= Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, though a network of distributlon centers. You may write directly or call 215 -362 -0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), In addition to the standards of any authority having Jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any Impairment must be immediately corrected. It is recommended that automatic sprinkler systems be Inspected, tested, and maintained by a qualified Inspection Service. No. 21 -3.0 Size Inches A Inches B Incims CD Inches Inches E Inches F Inches Id r KAI Er 3 /4 x3/4x 1 1 /1e 1 8 /8 5 /e "/18 86235 0.46 95 3 /4 X 3 /4 X 1 1 1'/1e 1 /a '/e '/e "he 86755 0.68 65 1 x 1 12x 1 11/2 1 1 19 ha t 13 /18 86236 0.70 55 1 x 3 /4 x 1 h 1 1 1 - e /1e 6 /8 13 /18 86756 0.63 80 1 X 3 /4 X 3 /4 1 1 1 " /15 3 /4 8 /6 86757 0.68 65 1 x 3 /4 x 1 1 1' /1e 1 13 /1a '/s 1 86237 0.77 55 1 x 1 x'h 1 1 1 8 /16 8 /1e 13 /1s 86238 0.66 85 1 x 1 x 3A 1 1 /e 1 /1a " /1e "he 8 /e 86239 0.73 60 1 x 1 x 1 1 "/1e 1 "he 1 °/1e 1 1 '/e 86240 0.97 45 1 x 1 x 11/2 1 1 1 °1e 1 1 '/e 86241 1.14 35 1 x 1 x'h 1 1 1 °/s 0 /18 1 86242 0.81 50 11/4 x 1 x/ 1 1 1° /e 3 I4 "lie 1 86243 0.90 50 1 x 1x 1 1 1 1 '/s 13 /18 1 86244 1.03 45 11/4x1x11/4 1 1 " /18 1 1 1 Ws 86245 1.10 40 1 x1 1' /8 1°/1a 1 1 We 1 86246 1.43 30 11/4XII /4X h 1 1 /a 1 °/1s " /1s " /1a 1 86247 0.87 45 1 /4X /4 1' /te 1' /16 1 3 /4 3 /4 1 86248 0.96 45 1 1 1 11e 1 " /18 7 /e 7 /a 1 86249 1.10 40 1 1' /6 1' /a 1 1 1 1 86250 1.50 30 11/4x11/4x2 2' /a 2 2 1' /1e 1 1 86251 2.00 24 11/2 x 1 x 1h 1 1 5 /16 1 "he 11 he 5 /8 1% 86252 0.97 40 11/2 x 1 x 3 /4 1 1 1 3 /4 " /1e 1 86253 1.14 40 11/2 x 1 x 1 1% 1 1 '/e 13 /1e We 86254 1.14 30 11/2 x 1x 1% 1' 8 he 1 1 1 /1e 1 1 86255 1.52 30 1 /1x1' x/ 1' /1e 1 1 " /1e "/1e °/e 1 88257 1.03 40 1 11/2 1 1 3 /4 3 /4 1 86258 1.10 40 11/2x1 1° /e 1 /16 1 '/e '/a 1'h 86259 1.31 30 1 2 2' /e 2 1' /1e 1 11 86260 1.94 20 11/2x 1' /1e 1' /1e 1 "he "ha " /1e 1 86261 1.14 35 11/2x1 1 11/2 1 3 /4 3 /4 1 86262 1.23 35 1 1 1% 1 '/e '/e We 86263 1.38 30 1 1 1' /e Vie 1 1 86264 1.50 30 11/2x1 2 2 /1e 2 1 Ole 1'/4 86265 2.00 20 2x 1 x 2 2 2 1 1 5 ho 11/2 86266 2.18 15 2x11/4x2 2 2 /e 2 1 1 1 86267 2.31 15 2x1'hx 11/2 1 1 3 /4 "he 1° /1e 86268 1.50 30 2x 1 /1x 13/4 1'12 1 7 /8 3 /4 1 /e 86269 1.61 25 2x1 x1 1 1 2 1 7 /e 1 8 /18 86270 1.65 20 2x11/2x1' 2 1 2 1 5 h0 1 1 86272 2.03 20 2x1 2 2 2'/4 11/2 1 1 86273 2.37 15 2x2x' 1 11/2 11/2 3 /4 3 /4 1 3 /1e 86222 150 30 2x2x 1% 1% 1 8 /e 7 /8 1 86223 1.67 20 2 x 2 x 1 1 1 2 1 1 1 86224 1.91 20 2 x 2 x 1 1' /e 1' /s 2 /e 1 1 /e 1 86225 2.05 20 2x 2 x 1'h 2 2 2 /1e 1 11/4 11/2 86226 2.11 15 2 x 2 x 2 2 2 23/4 1 1 1'/18 86227 3.67 10 21/2x2x /4 1 1 rho 8 /8 '/s 1 86274 2.22 15 She Inches A Inches B Inches C Inches D Inches Part Number Weight Lbs. Box Qty. 3 /4 X 1/2 1 1 5 /s 8 /a 86342 0.33 160 1 x 1 /2 1 1 /a 0 /1e 73 /16 86210 0.44 110 1 x 3 /4 1 /s 1' /1a "he 1 /8 86211 0.53 90 1 x 1 /2 1 1 % 18 /1e 86212 0.64 75 1 x 3 /4 1'/,a 1 8 /6 3 /4 1 86213 0.75 60 1 x 1 1 1 11 /13 1 /e 1 86214 0.77 55 1 3 /4 1 1 3 /4 1 86221 0.95 45 11/2 x 1 1 8 /a 1 1 l8 1 88215 0.99 40 1' x 1 1 1' /8 11/8 1 86216 1.14 35 2 x 3 /4 13/4 1 7 /a 1 /e 86217 1.39 30 2 x 1 1 2 2 1 ° /1e 86218 1.58 25 2 x 1 2 2 /ta 1 1' /1s 86220 1.67 20 2 x 2 2 2 1 1' /a 86262 3.01 `15 She Inches A Inches B Inches Part Number Weight Lbs. Box Qty. 1 /2 1 /8 ° /1a 86206 0.24 240 3 /4 1 3 /4 86205 0.40 120 1 1 "ha 86200 0.64 70 1 1 1 86201 0.95 40 1 1 1 /is 86202 1.24 30 2 2 11/2 86203 1.74 20 21/2 2 " /1e labs 86204 3.28 10 Size Inches A Inches B Inches Part Number Weight Lbs. - I�g m 1 /2 We 8 /1e 86340 0.33 150 3 /4 1 3 /4 86341 0.50 90 1 11/2 t /1s 86230 0.85 60 1 1 1 86231 1.30 35 1 1 1 /s 86232 1.63 24 2 2 1 86233 2.63 12 2 2 1 86234 4.55 8 Size Inches A Inches B Inches Part Number Weight Lbs. Box Qty. 1/2 7 /8 3 /8 86780 0.22 250 3 /4 1 'he 86781 0.33 150 1 1 19 /1s 86280 0.48 90 1 1 °/18 8 /8 86281 0.73 50 1 1 "he 86282 0.93 35 2 1 16 /10 86283 1.55 18 2' /2 1 1 86782 2.70 12 Figure 811 90° Elbow Figure 812 90° Reducing Elbow Figure 813 45° Elbow Figure 814 Tee -2- Figure 815 Reducing Tee Size Inches A Inches B Inches C Inches D Inches Part Number Weight Lbs. Box Qty. 1 1 1 1 3/4e 73 /18 86284 0.97 45 1 1 1 Me 1 86285 1.59 25 1 1 1 1 /1e 1 86286 1.89 20 2 2 2 1 1 86287 2.93 10 11/4 x 1 1 x 1 1 11 he 1 1 1 '/e 86289 1.25 30 1 x 1 1 x 1 1 1 /e 1 1 86322 1.48 24 2 x 2 x 1 x 1 2 1 1 1 /1e 86291 2.64 10 Size Inches A Inches B Inches Part Number Wrench ' Weight Lbs. Box Qty. 1 /2 1 /e she 72779 1 0.18 360 3 /4 1 site 72778 1 /e 0.26 200 1 1 3 /e 72755 1 " /te 0.44 110 1 2 0 /1e 72754 2 0.54 75 1 2 3 /4 72753 2 0.71 60 2 2 /a 1 72752 2 1.15 30 2 3 3 /4 72758 3 229 18 Size Inches A inches Part Number Weight Lbs. Box Qty. 1 x 1 /2 1 72726 0.22 280 1 x 3 /4 1 72762 0.18 280 1 x 1 1 72763 0.31 150 1 x 1 1 72757 0.53 100 11/2x 1 1 72764 0.35 100 2 x 1 1 /e 72759 0.75 80 2 x 1 1 /e 72761 0.69 80 2 x 1 1 72775 0.62 80 She Inches A Inches B Inches Part Number Weight Lbs. Box Qty. 1 /2 Vie 19 /10 86207 0.47 110 3 /4 2 18 /1e 86275 0.66 80 1 2 t /1e 86278 1.08 50 1 2 1 86277 1.54 35 1 2 /a 1 86278 2.03 25 2 3 /s 1 /0 86279 3.15 18 Size Inches A Inches Part Number Weight Lbs. Box Qty. 1 /2 7 /e 72776 0.15 500 3 /4 1 72777 0.22 300 1 1 72824 0.33 180 1 1 72756 0.54 110 1 1 72822 0.68 80 2 1 72823 0.96 45 21/2 1 72825 1.80 25 Size Inches A Inches Part Number Weight Lbs. Box Qty. 1 /2 78 /1e 86292 0.10 500 3 /a 1 86293 0.18 300 1 1 86294 0.28 200 1 1 /e 86295 0.50 110 1 1r/1e 86296 0.70 80 2 1 86297 0.90 45 SIzb Inches A Inches Part Number Weight Lbs. Box Qty. 1 /2 x11/2 1 72751 0.20 300 1 /2 x 2 2 72980 0.27 250 3 /4 x 1 1 72981 0.22 250 3 /4 x 2 2 72982 0.31 200 Size Inches A Inches B Inches Part Number Weight Lbs. Box Qty. 3 /4 x 1 /2 1 "he 86772 0.38 240 1 x 1 /2 1 "he 1 12 86228 0.38 200 1 x 3 /4 1 1 /2 86229 0.53 110 • Figure 816 Reducing Coupling Figure 820 Cap Figure 817 Cross Figure 818 Straight Coupling -3- Figure 825 Extension Piece Figure 719 Cast Iron Plug Figure 827 Hex Bushing Figure 830 Brass Seat Union Size Inches A Inches B Inches CD Inches Inches Part Number Weight lbs. Box Qty. 1 x 1 /2 x 1 1 °/3 3 3 /4 42000 0.95 50 1 x 1 x 1 1 3 /4 3 3 /4 42001 0.95 45 Size Inches A Inches B Inches C Inches Part Number Weight lbs. Box Qty. 1 x 1 /2 1' 3 /4 3 42003 0.70 80 1 x 1 1 3 /4 3 42002 0.90 60 11 1 11 i i 1111111111111111 Street Elbows Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or tL/CO /Flow Controll Fire Products -4. California Tees which have not been Installed, maintained, modified or repaired In accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or Inaccurate or incomplete Information supplied by Buyer or Buyer's representatives. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data Is not exceeded. Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF ,MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE., CERTIFIED COZWANY Printed U.S.A. 10-01 Fe@tory Matu c Sy Mem APPROVED• LISTED UNIFIED DESIGNTM SERIES MERIT MANUFACTURING CORPORATION 319 Circle of Progress • Pottstown, Pennsylvania 19464-3811 Merit Weld - Miser Tee -Let® Welding Branch Outlet Fittings offer the user a high strength, low cost forged thread - - e-ed.and- grooved line..oftttinge specificaflyde +ggned.andmanufacturedwto. be installed on- schedules 5.th tL.1Aw.prppri -.r >T etary thin wall flow pipe and standard wall pipe. Unified DesignTM Series Merit's Unified Designm Series carries all important design considerations into its entire line of welding branch outlet fittings. • Merit Weld -Miser Tee -Lets are designed and manufacturedto reduce the amount of weld required to install the Tee -Lets on thin wall or proprietary flow pipe. Typically only one weld -pass completes the installation. Merit Tee -Lets install with Tess weld volume than any other brand of welding outlet fittings for fire sprinkler appli- cations. To accomplish this: • The contoured end of the fittings employs a reducd outside diameter. Two major advantages are immediately apparent • The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll -off, burn-through or excessive distor- tion. • On the smaller sizes a heavier section Is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. • Each outlet size 1 -1/2° and larger, whether male or female threaded, grooved or beveled requires the same hole size in the header pipe. This simplifies the Installa- tion process. General Specifications • Tee -Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical require- ments of ASTM A -53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee -Lets. • Threads are cut in accordance with the requirements of ANSI B1.20.1, 300 lb. class, national standard for tapered pipe threads. BS21:1985 BSPT threads are available. • Tee-Let threaded an d welding outlet fittirtigs arei ULNLC Listed, arid FM Approved for use in the fire • aprinkier systems' installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and. higher pressures in other non - critical piping systems. Send for pressure ratings per ASME/ANSI B31. • Tee -Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fit- tings to be installed on more than one header size, while permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal centerline of the header will appear forthe second size listed. Branch Outlet Fittings shall be Merit Weld - Misery Tee -Let®, lightweight forged steel; employing low weld volume profile to provide for full penetration welds with minimum bum - through and pipe distortion on schedules 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI B1.20.1, tapered 300 Ib. class or BS21:1985, and the bore of the fittings calculated to improve flow. Welding.outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. Tee- . Lets® by Merit Manufacturing Corporation, Pottstown, Pennsylvania 19464 U.S.A. Hove to order — Use either of the following methods for ordering Merit® Weld-Miser Tee - Lets®. Method No. .1 — ''Specify quantity desired followed by the part number shown in the "dimensions" chart for the type and size of outlet desired. QUANTITY PART NUMBER Method No. 2 x Type Merit- Steel . Quantity Outlet Size Header Size We ght End Tee -Let Material 3 Always order a few more than actually required for the job. - Use the following system: i I- Column °A° Insert size Sch.10 A– Female Thread ofchart consolidation Standard B– Male Thread . :. from C – Cut Groove Column 1° CiR – Rof Groove of chart NM • • Part : 'Umber ' BSPF • • i .: •. :' : +:..t- reilf :. ..i i•• {.� ^•._ t : �.••D ,." r:% .Nominal .: Outlet ' . Size A ; • Nominal. Header ; ; Site 8 -' : ... :Outtat =. ,'Lon th'a ,.:•Site G_ Inakle : Diameter: :'Stis.. f r .` : Malr - -; AE z ' .$k ,fit, 1tle10 a h •:EsuG:ir : Yb { •.: 1002002 - 1/4 x 6x 1 -1/4 - 8 8 -200 0.080 0.04 1005012 - 1005015 - 1005020 - 1005025 - 1/2 x 13 x 1 -1/4 -1 -1/2 32 - 40 1.063 27.0 0.700 17.8 0.500 12.7 0.171 0.08 1 -1/2 -2 40 - 50 1.063 27.0 0.700 17.8 0•.500 12.7 0.171 0.08 - 2 -2 -1/2 50 - 65 1.063 27.0 0.700 17.8 0.500 12.7 0.171 0.08 2-1/2 - 8 65 - 200 1.063 27.0 0.700 17.8 0.500 12.7 0.169 0.08 1007012 •3/4 x• 1.1/4 -1 -1/2 1.125 0200 0.500 0.260 .. - . • •191 • 32.40. • '..:28.6 .22:0.. 121,R.'._ 0.12, _ 1007015 1 -1/2 - 2 1.125 0.900 0.500 0.260 - 40 - 50 28.8 22.9 12.7 0.12 1007020 2- 2.1/2 1.125 0.9011 0.500 0.280. - 50 - - 28.6 22.9 12.7 0.12 1007025 2 -1/2 - 8 1.125 0.900 0.500 0.258 - 65 - 200 28.0 22.9 12.7 0.12 1010012 1 x 1 -1/4 -1 -1/2 1250 1.145 0.500 0.331 1110012 25 x 32 -40 31.8 29.1 12.7 0.15 1010015 1 -1/2 - 2 1.250 1.146 0.500 11.331 1110015 40 - 60 31.8 29.1 12.7 0.15 1010020 2- 2 -1/2 1.250 1.145 0.500 11.320 1110020 50.65 31.8 29.1 12.7 0.15 1010025 2.1/2.3 1.250 1.145 0.5110 0.314 1110025 05 -80 31.8 29.1 12.7 0.14 1010030 3 -4 1250 1.145 0.500 0.309 1110030 80 -100 31.8 29.1 ' 12.7 0.14 1010050 5 -8 1.250 1.145 0.600 0.291 1110050 125 - 200 31.8 29.1 12.7 '0.13 1012012 1 -1/4 x 1 -1/4 - 1 -1/2' 1.375 1.490 0.500 0.432 1112012 32x 32 -40 34.9 37.8 12.7 .019 1012015 1 -1/2 - 2 1.375 1.490 . 0.500 0.421 1112015 40 - 50 34.9 37.8 12.7 .019 1012020 2 -2 -1/2 1.375 1.490 0.500 0.421 1112020 50 - 65 ' 34 :9 37.8 12.7 .019 1012025 2 -1/2 -3 1.375 1.490: 0.500 • 0.411 1112025 65 -80 34.9 37.8 12.7 .019 1012030 • 3 -4 1.375 1.490 0.500 0.389. 1112030 BO -100 34.9 37.8 12.7 .018 1012050 5 -8 1.375 1.490 0.500 0.389 1112050 125 - 200 34.9 37.8 12.7 .018 Type A - Female Threads Dimensions & Corresponding Part Numbers 11111111111:4Mg-g:itIVilig. :s; fomfde• . ni tafet . .= . . 1.610 0.875 40.9 222 1.610 0.875 40.9 22.2 1.625 41.3 Rub k, 40 0: 'Ntm l et< y ? '.11u0 e ; 1015015 1.1/2 x 1115015 40 x 1015020 1115020 1015025 1115025 1015030 1115030 1015040 1115040 1015050 1115050 1020020 2 x 1120020 50 x 1020025 1120025 1020030 1120030 1020040 1120040 1020050 1120050 1020050 1120080 1020080 1120080 - - .. : • 1025025 1125025 1025030 1125030 1025040 1125040 1025050 1125050 1025060 1125060 1025080 1125080 1025030 1025040 10250 50 10250 60 10250 80 1040040 1040050 1040060 1040080 2 -1/2 x 65x 3x 80 x 4x 4x Namluai: ?: %`Outt0t_ S[zs ; S'@Y+4�.. ".. 1 -1/2 1.025 40 41.3 2 60 2 -1/2 05 3 -4 B0 -100 4 100 5 -8 125 -2110 2 60 2 -1/2 66 3 80 4 100 5 126 8 150 8 . 200 .. 1.610 40.9 2.087 52.5 2.067 52.5 2.087 52.5 2.007 52.5 2.057. 52.5 .. 2 -1/2 65 3 80 4 100 5 125 6 150 8 200 3 80 4 100 5 125 6 150 8 200 4 100 5 125 6 150 8 200 1.025 41.3 1.525 41.3 1.825 41.3 1.825 41.3 1.750 44.6 1 44.5 1.750 44.5 1.750 44.5 1750 44.5 1.750 44.5 1.750 44.5 2.215 54.0 2.215 54.0 2.2'15 64.0 2.215 54.0 2.215 54.0 2.216 54.0 2.500 63.5 2.500 63.5 2.500 63:5 2.500 53.5 2.500 63.5 3.000 78.2 3.000 76.2 3.000 76.2 3.000 78.2 1.610 40.9 1.610 40.9 1.610 40.9 2.087 52.5 2.067 52.5 2.459 82.7 2.489 82.7 2.489 82.7 2.4 82.7 2.459 62.7 2.469 62.7 3.058 77.9 3.068 77.9 3.068 77.9 3.068 77.9 3.068 77.9 4.028 102.3• 4.026 102.3 4.026 102.3 4.026 102.3 0.876 22.2 0.875 22.2 0.875 22.2 0.875 22.2 0.875 22.2 0.875 22.2 0.875 22.2 0.876 22.2 0.875 22.2 0.875 22.2 0.875 . 2?.2 1.125 28.6 1.125 28.6 1.125 28.8 1.125 28.8 1.125 28.8 1.125 28.0 1.500 38.1 1.500 38.1 1.500 38.1 1.500 38.1 1.500 38.1 2.000 50.8 2.000 50.8 2.000 50.8 2.000 50.8 0.477 0.477 .022 0.477 .022 0.477 .022 0.477 .022 0.477 .022 0.857 0.38 0.829 0.38 0.829 0.39 0.800 0.38 0.743 0.34 0.743 0.34 0.743 0:94 . 1250 0.65 1.200 0.55 1.150 0.52 1.150 0.62 1.150 0.52 1.150 0.52 3.100 1.41 3.100 1.41 3.100 1.412 . 3.100 1.412 3.100 1.41 5.000 2.27 5.000 2.27 5.000 2.27 5.000 2.27 TYPE - A SHOWN • Note: Tee -lets are manufactured to fit size -on -slze, that lathe contoured shape.on a given Tee -Let is grade to fit perfectly on the first listed header size. If Installed on the sec- ,. •ond header size marked on•thetttting. a•slight gap.of approximately 1/32° wit appear along .the•longitudinal.eenterfne of the header. :For example, -a 1" x 2 - 2-1/2° Tee -Let, le- a 1° outlet fitting manufactured to fit perfectly on the 2 • header size listed, while leaving a 1/32"gtip along the longitudinal centerline of the 2 -112° size. If a perfect fit is required. for a 2 -1/2° header pipe, then a 1" x 2 -1/2 - 3" Tee -let would be ordered: Size consdltdations are employed to reduce tnventbry and provide for greater flexibiIty. Male . ' :.Cot Thread • Grove Std. W L 5d. Wt. 1310012 2010012 1310015 2010015 1210020 2010020 1310025 2010025 1310050 2010050 ;Nominal,: .Neminal.• . 0idiet; Oade. Waldo :.Oa581 •.: Hadar ••• • ' .L ngth ;OTamnt nametr :. 81ie A*. :Mart . 31ze.0 -8hj 1E. Sze 5•'. 1 x 1.1/4 -1.1/2 3 1.049 1.316 � x 32 -40 80 28.8 33.4 1312012 1312015 1212020 1312025 1312050 1315015 1215020 1315025 1315030 1315050 1320020 1320025 1320030 1320036 1320050 1320060 1320080 2012012 2012015 2012020 2012025 2012050 2015015 2015020 2015025 2015030 2015580 2020020 2020025 2020030 2020040 2020050 2020060 2020080 Rau Groove 51.14 2210012 2210015 2210020 2210025 2210580 2'112012 2212015 2212020 2212025 2212050 2215015 2216020 2215025 2215030 2215050 1 -1/4 x 32x 1-1/2 x 40 x 1 -1/2 -2 40 -50 2 - 2 -112 50-85 2 -1/2 - 4 65 -100 6 -8 126 - 208 1 -1/4' 32 1 -1/2 40 2 - 2 -1/2 60 -85 3 -4 80.100 6 -8 125. 200 1 -1/2 40 2 2.1/2 65 3 -4 B0 -100 5 -8 '125 -200 2 50 2-1/2 58 3 80 4 100 5 125 . 6 . 150 8 200 3 80 3 88 3 80 3 80 3 ' 80 3 80 3 80 3 80 '3 80 3 80 3 80 3 80 3 58 3 B0 3 B0 3 80 3 80 3 80 3 80 3 80 1.049 26.8 1.049 28.0 1.049 28.0 1.049 28.6 1.388 34.7 1.388 34.7 1.358 34.7 1.358 34.7 1.388 34.7 1.610 40A 1.810 - fig 1.810 40.9 1.610 40.9 1.010 40.9 2.087 52.5 2.057 62.5 2.087 52.6 2.067 52.5 2.067 52.5 2.087 52.5 2.067 52.5 1.318 33.4 1.315 33.4 1.315 33.4 1.315 33.4 1.660 42.2 1.660 42.2 1.660 42.2 1.680 42.2 1.560 42.2 1.800 48.3 1.900 •48.3 1.900 48.3 1.800 48.3 1 .900 48.3 2.375 60.3 2.375 60.3 2.375 80.3 2.375 60.3 2.375 80:3 2.375 60.3 2.375 60.3 5 w1•Y M L1: 0.133 1.500 3.4 30 0.133 3.4 0.133 3.4 0.133 3.4 0.133 3.4 0.140 3.8 0.140 3.6 0.140 3.6 0.140 3.6 0.140 3.6 0.146 3.7 0.145 •3.7 0.146 3.7 0.145 3.7 0.145 3.7 0.154 3.9 0.164 3.9 0.154 3.8 0.154 3.9 0.154 0.154 3.9 0.164 3.9 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.508 30 1.500 30 1.500 30 1.600 30 1.590 -30 1.680 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 1.500 30 01999 by Merit Manufacturing Corporatton Dimensions & Corresponding Part Numbers 1325125 2025025 2225025 2125025 1325830 2025030 2225030 2125030 1325035 2025040 2225035 2125040 1325680 2025050 2225050 2125050 1325000 2025068 2225060 2125068 1325080 2025068 2225080 2125080 2-1/21 2-1/2 3 2.468 2.635 2.875 65 x 85 80 82.7 67.0 78.2 1330025 2030025 2230025 1330030 28308680 2230830 1330035. 283055 2230035 1330050 2030050 2230050 1330080 20300 2230580 1330000 2030080 2230080 1340040 2040040 2240040 1340580 2040050 2240050 1340060 2040060 2240060 1340080 2040080 2240080 - 2050580 2250060 - 2050080 2250080 - 2080080 2280000 3x 80 x 4x 100 x 8x 160 x 8x 200 x 3 80 4 1110 6 125 8 178 8 2110 3 80 3-1/2 85 4 "100 5 125 6 150 8 2011 4 100 5 125 6 150 8 200 .6 150 . 8 200 8 200 3 80 3 80 3 80 3 80 3 80 3 58 3 BO 3. 80 3 BO 3 80 3 80 4 100 4 100 4 100 4 100 4 100 4 . 100 4 100 2.469 02.7 2.836 67.0 2.468 2.635 62.7 67.0 2.469 2.835 62.7 67.0 2.468 2.035 52.7 67.0 2.469 2.635 62.7 67.0 3.066 78.0 3.068 78.0 8,068 78.0 3.068 . 78.0 3.068 78.0 3.068 78.0 4.028 1112.0 4.026 102.0 4.026 102.0 4.028 102.0 6.058 155.0 8.065 155.0 7.981 203.0 3.280 83.0 3.280 83.0 3.280 83.0 3.260 83.0 3.280 83.0 3.280 09.0 4.280 1 08 .0 4.260 108.0 4.260 108.0 4.260 108.0 8.357 161.5 8.367 161.5 8.329 212.0 5. 2.875 76.2 2.075 78.2 2.875 70.2 2.875 76.2 2.875 76.2 3.500 88.0 3.500 88.0 3.534. 88.0 3.500 88.0 3.600 88.0 3.500 88.0 4.600 114.0 4.500 114.0 4.500 114.0 4.500 114.0 6.625 168.3 8.025 158.3 8.625 213.0 0.203 6.0 0.283 5.0 0.203 6.0 0.203 5.0 0.203 5.0 0.218 6.0 0.216 5.0 0.218 5.0' 0.216 5.0 0.216 5.0 0218 5.0 0.237 6.0 • 0.237 6.0 0.237 8.0 0.237 6.0 0280 7.1 ' 0280 7.1 0.322 8.0 11 209 0.120 1.500 5.0 3.0 30 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 3.0 0.120 0.120 3.0 0.120 3.0 0.120 3.0 0.120 0.120 3.0 0.120 3.0 0.120 3.0 0.134 3.0 3.0 0.148 1.800 30 1.500 1.500 30 1.600 30 ao 30 1.500 30 1.500 1.500 30 1.500 30 1.500 ao 1.500 30 1.50 30 1.500 30 1.50 30 1.50 30 DISTRIBUTED BY MADE IN U.S.A. MERIT MANUFACTURING CORPORATION 319 Circle of Progress Pottstown, Pennsylvania 19464-3811 - Fax Toll Free 800-543-7013 CPVC PIPE & FITTINGS tqca/ Flow / Tyco Fire Control Products ny ..: "�'- a- *s��i�5aaMiN- ,czla";�` -?1W`mot:.W .r +,.. Az - e a 440'W1 FIRE SPRINKLER PIPE & FITTINGS SUBMITTAL SHEET Two FIRE PRODUCTS 451 North Cannon Avenue Lansdale, Pennsylvania 19446 www,tyco-fire.com TEcIImen SERVICES 1 Ts: (800) 381-9312 Fax (800) 791 -5500 techserv@tycofp.com No. 19-1.5 TD915 4-1.1.20 9/2001 Part No. Size Sch. T/O Wt. 80000 3 /e° 40 8 /e° 0.11 Ib. 80001 1° 40 3 /4° 0.19 ib. 80002 11/4° 40 '/e° 0.26 lb. 80003 1 BO 1° 0.51 Ib. 80004 2° 80 13/48 0.90 Ib. 80005 21/2° 80 1 1.59 Ib. 80006 3° 80 1"/1s" 2.41 Ib. Part No. Size Sch. T/O Wt. 80050 3 /i 40 °/a° 0.08 Ib. 80051 1° 40 3 /e 0.11 Ib. 80052 11/4° 40 3 /4 020 Ib. 80053 1 80 ' /w° 0.31 lb. 80054 2° 80 3/4° 0.56 Ib. 80055 21/2° 80 3 /. 11 0.89 Ib. 80056 3° 80 1° 1.19 lb. Part No. Size Sch. T/O Wt. 80009 3 /4° 40 ° //a 0.13 Ib. 80010 1° 40 16 /18 0.23 Ib. 80011 1 /a° 40 18 /13° 0.34 Ib. 80012 1 80 1 0.67 Ib. 80013 2° 80 1 1.00 Ib. 80014 21/2° 80 13/4e° 1.91 Ib. 80008 3 80 1 2.89 Ib. Part No. Size Sch. T/O Wt. 80025 3/4° 40 vie 0.09 Ib. 80026 1° 40 3 /4 0.141b. 80027 11/4° 40 7 /8 0.21 lb. 80028 we 80 1 0.40 Ib. 80029 2 80 1 0.79 Ib. 80030 2 80 11/2 1.14 Ib. 80031 3° 80 1 1.82 Ib. Part Size C T/O I% A No. Size 80015 1 2 80032 1'X 2 /4' 40 " /+e° 13 /+e° 0.16 a No. Size Sch. T/O IgLi. 1 2 80015 1"X 40 11 /18 "he" 028 1 . Oom.Pipe Size Avg. O.D. Inches Avg. I.D. Inches W . Lha./Ft. Wt. HA fei Pipe Us" Ft. of Pipe per Lift Wt. per Lift Lbs. 3/4° 1.050 0.874 0.17 0.43 7875 1413 1° 1.315 1.101 0.26 0.67 5040 1320 1 / 1.660 1.394 0.42 1.07 2835 1191 11/2° 1.900 1.598 0.55 1.40 2205 1136 2° 2.375 2.003 0.86 2.20 1260 1063 2 2.875 2.423 126 3.22 1215 1531 311 3.500 2.952 1.87 4.79 720 1344 Introduction Tyco Fire Products (TFP) BlazeMaster® CPVC pipe and fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially developed thermoplastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFP BlazeMaster® CPVC products are easier to install than traditional steel pipe systems, and at Technical Data Sizes: 8 /4 - 3° Maximum Working Pressure: 175 psi Approvals: UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Angeles Note: See arrant TFP BlazeMaster Instructions and Technical Manual, for watt listing/approval Information 45° Elbow Tee Reducing 90° Elbow T'° Reducing Cross the same time, they provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used In the plumbing trade. Various adapters are aVailabie to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass Inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. Manufacture Source: U.S.A. Material: Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F436 (Sch. 40) and ASTM F439 (Sch. 80) Color: Orange Cross Part Noe.e SIze S T 2 IgA 1 1° x 3 /4 3 8 3 /4 x X 1' 40 3 /4 3/4 3 /00 0.14 80133 1° X 3 /4 x 3 /4 40 1 /e " //e 3 /4 0.14 80134 1° x 3 /4° x 1° 40 8 /B 3 /4 3 /4° 0.17 80280 1° x 1° x 3 /4° 40 3 /4° 3 /4 " /100 0.16 80135 1 x 1° x 3 /4 40 Vie" 3 /4 ' 0.21 80136 11/4" x 1" X 1° 4.0 " /1B 3 /4 1 is 0.22 80209 1'/4' X 1° X 1 40 13 //e° 18 /10 0 "le 026 80261 80261 11/4° x 11/44 x 3 /4 40 3 /8 3 /B 7 /8 0.23 80262 1 X 11/4° X 1° 40 8 /4° 3 /4° ' /a° 0.26 80138 11/4' x 11/4° x 11/2° 80 1° 1° 1° 0.4.3 80140 1' /e x 11/4° x 80 1/2° 8 /00 1° 0.36 80141 1' /e x 11/4° x 1° 80 1/2° 3 /00 1' /e 0.38 80263 1 X 1' /e x 3 /4 80 8 /, 3 /18° 1° 0.36 80264 1 x 11/2° x 1° 80 3 /16° 9 /19° 1° 0.38 80275 11/2° x 1 x 1 80 7 /e° ' /e° 1° 0.45 80265 2° X 2° x 3 /4° 80 3 /4° 3 /4° 1 /6° 0.61 80268 2° x 2° x 1° 80 '/e 7 /8 13 /e 0.66 80274 2° x 2° x 11/44 80 1° 1° 1 /e 0.74 80267 2° x 2° x 11/2° 80 1' /6° 1' /e 1 0.78 80271 2' /a° X 21/2° X 1° 80 1"h00° 1"/... 13/100 1.43 80272 2 X 2 x 11/4° 80 1 "/16° 1"/10" 13/1x0 1.46 80273 2 X 2 X 11/2° 80 1 1 1 1.48 80276 21/2° X 2 x 2° 80 1"/,e° 1"/10 13/4e° 1.50 80270 3° x 3° x 11/2 80 1 1 1 2.28 80268 3° x 3 x 2° 80 1 13/4° 1 2.25 80269 3° X 3° x 2 80 1 1 1 2.44 Part No. SIze Sch. T/O Wt 80200 1° x 3 /4 40 7 /,9 0.04 Ib. 80201 1' /4° x 3 /4° 40 7 /,e° 0.11 Ib. 80202 11/44 x 1° 40 8 /, 0.12 Ib. 80203 11/2° x 3 /4° 80 8 /e° 0.16 Ib. 80204 1' /e x 1° 80 1/2° 0.14 Ib. 80205 11/2" X 1 80 3 /e° 0.17 Ib. 80206 2° x 3 /4° 80 3 /4° 027 Ib. 80207 2° x 1° 80 "/,e 026 Ib. 80208 2° X 11/44 80 3/4e 024 Ib. 80209 2° X 1 80 7 /,e° 0.19 Ib. 80215 2 X 1° 80 1 0.42 Ib. 80214 2 x 11/4° 80 1 0.45 Ib. 80213 21/2 x 11/2° 80 1 /e° 0.46 Ib. 80211 2' /a x 2° 80 1 0.29 Ib. 80210 3° x 2° 80 2 vie 0.72 Ib. 80212 3° X 2' /a° 80 118/100° 0.47 Ib. Part No. Size Sch. T/O Wt. Pipe OD 80160 1 x 11/4' Grooved 40 2 3/4e° 0.78 Ib. 1 (1.6601 80161 11/2 x 11/2° Grooved 80 2 8/,00 0.95 Ib. 1' /e (1.900' 80162 2' x 2° Grooved 80 2 Ile 1.42 Ib. 2° (2.3751 80163 21/2° X 21/2° Grooved 80 2 B /,e 2.28 Ib. 2 (2.875"_ 80164 3 x 3° Grooved 80 2'/4 3.00 Ib. 3° (3.500°) 80168 3° x 76.1 mm Grooved 80 21/4" 2.72 Ib. 78.1 mm (3.000 °) Part No. Size Sch. T/O Wt. 80142 3/4° x 3 /4 NPT 40 8 /e° 0.41 Ib. 80145 1° x 1° NPT 40 3/4° 0.63 Ib. 80148 1 x 11/4° NPT 40 ' /e° 1.03 lb. 80147 11/2° x 11/2° NPT 80 1° 1.42 Ib. 80148 2° x 2° NPT 80 1 2.66 Ib. Part No.,, Size Sch. T/O Wt. 80075 3 /4 0 40 1 /8 0.07 Ib. 80076 1' 40 1 /0 9 0.11 Ib. 80077 1 40 3 //e 0.121b. 80078 1'/e 80 3 /le 0.25 lb. 80079 2° 80 3 /,e 0.38 Ib. 80080 2 80 3 /1e° 0.67 Ib. 80081 3° 80 3 /1e° 0.91 Ib. Part No. SIze Sch. T/O Wt. 80100 3 /4 3 40 8 /le 0.04 Ib. 80101 1° 40 3 /e° 0.06 Ib. 80102 1 40 1/2° 0.10 Ib. 80103 1' /a° 80 le 0201b. 80104 2° 80 a /e° 0.31 Ib. 80105 2' /e 80 '/e 0.58 Ib. 80106 3° 80 1° 0.88 Ib. Part No. Size Sch. T/O Wt. 80157 3 /4 X 3 /4° NPT 40 1 0.33 Ib. 80158 1" X 1° NPT 40 13 /e 0.56 Ib. Part No. Size Sch. T/O Wt. 80220 1° x 40 1 /00 0.08 Ib. Coupling Grooved Coupling Adapter Female Adapter Male Adapter Reducing Coupling J J Cap T/O Piee Reducer Bushing Reducing Tee Tro' I 1 Tlo' T/0 T Part No. SIZE/ Sch T/O gA 1 2 3 80250 1i x 3/4° X 1/2° NPT 40 6 /e° 6 /0° 1° 022 80251 1 x 1° X '/a° NPT 40 " /1e° " /w° 13 /18 0.29 80249 1° x 1° x 1° NPT 40 16 /15" 6 /1? 1' /1e 0.73 80256 11/4° x 1° x' /8 NPT 40 7/18 8/18 11/2 0.30 80252 11/4° x 11/4° x'/a° NPT 40 '/1e° 7 /16° 1 0.31 80257 1 x 1' /e° x'/ ° NPT 80 8 /16° 6 /8 1'/18 0.43 80254 1 x 11/2° x'/ ° NPT 80 6/18 ° /w° 1'/18 0.46 80258 2° x 1' /a° x /a° NPT 80 1/2° 6 /e° 1 0.56 80253 2° X 2° X /Q NPT 80 '/P '/8 1 5 /8 0.62 Part No. Size Sch. T/O Wt. 80175E 3/4° x' /a° NPT 80 ' /,B 020 Ib. 80176E 1° X' /z° NPT 80 ' /ie 0.22 Ib. 80177WL 3/4° x' /a' NPT 40 ° /+e° 0.16 Ib. 80179 1 x 3/4° NPT 40 3 /e° 0.43 Ib. Part Size Sch. T/O gal No. Size Sch. 1 2 80462 1° x 1° x /E° NPT x /a° NPT 40 8 /8 11/2 0.46 I 80463 1° X 1° x /a' NPT X /a° NPT 40 6 /e° 1 0.47 Part Size Sch. T/O grEil No. Size Sch 1 2 80459 1° x' /a° NPT x' /a° NPT 40 11 /1.° 1 /16° 0.48 80460 1° x /a° NPT x' /a NPT 40 " /s° 1' /a 0.46 Part Size Sch. T /O Wt. 80175W Size Sch 1 0.191b. 80199 3 /e° x 1/2° NPT 4.0 8 /e° 76 /,s° 020 80189 1° x' /8 NPT 40 W+a° 1 026 Part No. Size Sch. T/O Wt. 80175W 3/4° x' /a° NPT 40 '/+°° 0.191b. 80176W 1° x'/ ° NPT 40 '/1e° 0.18 Ib. Part No. Size Sch. T/O Wt. 80177L 3/4° x' /a° NPT 40 1/2° 0.16 Ib. 80178 1° x' /8 NPT 40 1/2° 020 Ib. Sprinkler Head Adapter with Brass Threaded Insert Sprinkler Head Adapter (Spigot) with Brass Threaded Insert Sprinkler Head Adapter 90° Elbow with Brass Threaded Insert Sprinkler Head Adapter Tee with Brass Threaded Insert 0 tggCO/Flow Control / Tyco Fire Products T/O T/O' MADE LIEU OF Sprinkler Head Adapter with Brass Threaded Insert Back -to -Back Cross with Brass Threaded Insert Back -to -Back Tee with Brass Threaded Insert Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and perly installed and maintained u normal use and service. This warranty will expire ten (10) years from date of shipment by Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with yco Fire Products or for products and components which have been subject to misuse, improper installation. corrosion. or w have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA). and/or the standards of any other Authorities Having Iurisdtction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced. at Tyco Fire Products sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. hI NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE. IN CONTRACT. TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY. FOR II1CIDENTAL, INDIRECT. SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE AND IN NO NO EVENT SHALL TYCO PRODUCT'S P LIABILIITY EXCEED AN OAM UNTA BOUT QUAL TO THE SALES RICH DAMAGES. •I •-; 1 1°_179 i _Mil : G `. _Li 'li.iis. • ; _ • ; 1 M Al !.!___; '' ; ' • dp i rat�rr . :; .,. Ontart 1-3533- : ,. Ra, z « back BlazeMaster® ISO 9001 Approval http://www.tyco-fire.com/blazemaster/C_CPVC.pbp?M=iso 3/6/2004 Apra Cettificate of Registration %. I : 44 K The 6titmr45 Am r{:o w rw.ii Fliil APPROVALS issues this certricate to the Finn nand below TYCO FIRE PRODUCTS 1550 Valley Canter Parkway 260 Central Comings Dave 245 Swanso8 Road Bethlehem PA 18~17 Anniston. AL 36206 Madison. AL 35756 attar assassin* the Firms qually system and finding it in ccmplieru a with ISO 90212000 tier tt'oe Wowing scope of won Design and Manufacture atCastings, Pipe ouplops, Fitekva. Valeee. CPVC Pipe and Mugs, Related Piping Sir Products Registration No. 220203.1 Effective Date Expiration Date February 12, 2003 February 28, 2005 This registration is sut sect to ongoing audits by FM APPROVALS. My change to the basis of this registration requires acceptance in writing by FM APPROVALS http://www.tyco-fire.com/blazemaster/C_CPVC.php?M=iso 3/6/2004 HANGERS Fig. 200 - "Trimline" Adjustable Band Hanger Size Range.— 1/2" thru 8" pipe Material — Carbon Steel, MIL Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger • ` 7,e.; adjustment after installation. : i ` r Features — I Li • (1/2° thru 2") Flared edges ease installation for 1 � all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily A . installed around pipe. • (2' /2° thru 8" Spring tension on nut holds It securely in hanger before installation. Adjusting ,,:•- ' nut Is easily removed. Approvals — Underwriters' Laboratories listed (1/2° thru 8 °) In the USA (UL) and Canada (cUL) for steel 1,2 ThRU 2 INCH POPE and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4° thru 8 Conforms to Federal Specifications W W-H -171 E, Type 10 and Manufacturers Standardtzation Society SP-69, Type 10. Maximum Temperature — 650 °F Finish — MB. Galvanized. For Stainless Steel materi- als, order TOLCOn Fig. 200WON. Order By — Figure number and pipe size 90 Offlce&Manutacturing Fealty • 1375 Sampson Ave • Corona CA 92679 • Ph: 909.737.5599 • Fax 909.737.0330 Customer service • 800.785.5266 www.tolco.com A Dimensions • Weights Pipe Rod Size Max. Rec. Approx. She Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 3 28/8 400 11 3/4 3/8 8mm or 1 Omm 31/2 21/2 400 11 1 3/8 8mm or 1 Omm 33/4 2 400 12 11/4 3/8 8mm or 10mm 3 2'/e 400 13 1' /a 3/8 8mm or 10mm 33/4 23/4 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 2 3/8 lOmm 53/4 43/4 600 27 3 3/8 lOmm 5'/8 4 600 29 31/2 3/8 lOmm 7 5 600 34 4 3/8 lOmm 7318 5 1000 35 5 1/2 12mm 9 6'/4 1250 66 6 1/2 12mm 10 6 1250 73 8 1/2 12mm 13 8 1250 136 m 2 112 THRU 8 INCH PIPE 4 9 HDI Drop -In Anchor See this section page 38 for ordering information 1. Adjust the depth gauge so anchor wll be flush with the base material strface. HDI Setting Tools: this section 39 HILT HDI Flush -Mount Internal Thread Anchor Meets Wide Range Fastener Requirements Applications The HDI is an internally threaded metal anchor for medium load range applications such as fastenings with bolts and threaded rods for plumbing, heating, air - conditioning and ventilation installations, pipe suspension, air ducts etc., for securing channels, rails, plates, brackets and suspended ceilings Features • Anchor, setting tool and Hilts drill bit form a matched tolerance -' ' :system pr Vide reliabfe.fastening • • - ' • Below surface setting for easy patchwork . • Allows for shallow embedment without sacrificing perfor- mance Listings /Approvals • Underwriter Laboratories Control No 767G • Factory Mutual serial No 22765 • Intemational Conference of Building Officials Report No 2895 • Southern Building Code Congress International Report No 9930 . • City of Los Angeles Report No 23709 • Meets the description in Federal Specification FF -S -325, Group VIII, Type 1 3. Clean hole. Materials • HDI Carbon Steel material meets the requirements of SAE 1110M or SAE 1010 for the 1/4 ", 3/8" and 1/2" HDI's and AISI 12L14 for the 5/8" and 3/4" HDI's. • HDI Stainless Steel material meets the requirements of AISI 303. • Carbon Steel HDI plated with a dull zinc finish for corrosion protection in accordance with ASTM B633, Sc. 1, Type III. _Installation. °lnstructioris Customer Service 1-66 (M -F, 6:00 am - 8:00 pm CST) 1 INUMMILSal 4. Install anchor using pope rsetting tool. Setting Mono be driven Into anchor until setting tool shoulder • • • • . meets top ofanchor. COM TOLCO a brand of NIBCD www.tolco.com Revision 512'112001 Fig. 6 - Riser Clamp Fig. 6F - Felt Lined Riser Clamp Fig. 6PVC - PVC Coated Riser Clamp Size Range — (Fig. 6) 1/2° thru 20° pipe (Fig. 6F) 1/2" thru 21/2" copper tubing (Fig. 6PVC) 1/2" thru 6° pipe Material — Carbon Steel Insulation Material — (Fig. 6F) 3/16" felt. Function — Used for supporting vertical piping. Approvals — Underwriters' Laboratories Listed In the USA (UL), Canada (cUL) 1/2" - 8 ". Factory Mutual Engineering Approved, 3/4" thru 8". Conforms to Federal Specification WW-H-171 E, Type 8, 314" thru 20" and Manufacturers Standardization Society SP-69, Type 8. Maximum Temperature — 650 °F Finish — Plain Note — Available in Electro- Galvanized and HDG finish or Stainless Steel materials. Order By — (Fig. 6 and Fig. 6PVC) pipe size and finish. (Fig. 6F) copper tube size and finish. (Fig. 6F is available for Iron Pipe Size, consult factory. Pipe Size A B Fig. 6PVC Dimensions • Weights A Max. Rec. Approx. C Bolt Size Load Lbs. Wt/100 1/2 91/4 1/2 1 3/8 255 144 3/4 91/4 1/2 1' /a 3/8 255 144 1 9114 1/2 11/4 3/8 255 147 11/4 9 " /,a 1/2 1 3/8 255 150 1 10' /a 1/2 11/2 3/8 255 153 2 10 1/2 2 3/8 255 165 21/2 11 5/8 2 3/8 390 228 3 12 5/8 3 3/8 530 246 31/2 13 5/8 3 1/2 670 264 4 13' /z 3/4 3 1/2 810 347 5 14'/2 3/4 4 1/2 1160 385 6 15' /e 7/8 4 1/2 1570 564 8 181/2 1 5 5/8 2500 1017 10 20 1 7 5/8 2500 1138 12 22 1 81/4 5/8 2700 1759 14 24 11/8 9 5/8 2700 1922 16 26 11/8 101/4 3/4 2900 3245 18 28 1 111/2 3/4 2900 3372 20 30 13/8 121/2 3/4 2900 3499 Office!Manufacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph 909.737.5599 • Fax 909.737.0330 Customer Service • 800.786.5266 www.tolcecom ST® • a brand of NIBCO Revision X131 /2003 Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre - Galvanized Function — Intended to perform as a hanger to support only CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not intended to support CPVC pipe from under a fiat horizontal surface, such as a ceiling. For this type of installation, use the TOLCOTm Fig. 23, Double Fastener Strap for CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Usted in the USA (UL) and Canada (cUL) to support fire sprinkler piping. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design* pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Usted hex head self threading screw fumished with the product, this is the minimum size fastener acceptable. It is recommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been know to result from Installations using impact type tools. No pre - drilling of a pilot hole in wood is required. Finish — Pre - Galvanized Note — Fastener into light gauge metal may be ordered separately. Minimum acceptable: #10 x 1" Hardened Self Threading Screw with 5/16" hex washer head. Order By — Figure number and CPVC pipe size. Patent Pending 38 CPVC Pipe Size 3/4 1 1'/4 1' /a 2 A The 2"/16 3' /,e 3 //e 3 Dimensions • Weights Max. Hanger B C Spacing (Ft.) 51/2 6 6' /a 7 8 5/16 5/16 5/16 5/16 5/16 OfficPJManufacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 909.737.5599 • Fax 909.737.0330 Customer Service • 800.786.5266 www.tolco.e+ are Fastener Hex Head Size Approx. Wt/1o0 9 9 11 12 15 br of NIBCO www.tolco.com Fig. 23 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type Size Range — 3/4 thru 2° CPVC pipe Material — Carbon Steel, Pre - Galvanized Function — Intended to perform as a hanger /restrainer to support only CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Usted in the USA (UL) and Canada (cUL) to support fire sprinkler piping. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 23 incorporates features which protect the pipe and ease Installation. The flared edge design* protects the CPVC pipe from any rough surface. It also incorporates snap restrainers allow- ing easier and faster installation. Easily attaches to the building structure using the two UL Usted hex head self threading screws** furnished with the product It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installa- tion tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre - drilling of a pilot hole in wood is required. Finish — Pre - Galvanized Order By — Figure number and pipe size * Patent Pending Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. io CPVC Pipe Size 3/4 1 1 1 2 A 3 /a 3 /e 4 /ta 4'/1e 4 /a 1 1 2 2'/32 Vie 5 6 6 /a 7 8 Dimensions • Weights B C Max. Hanger Fastener Hex Spacing (Ft.) Head Size 5/16 5/16 5/16 5/16 5/16 Offce/Mmudachrting Facility • 1375 Sampson Ave. • Corona. CA 92879 • Ph 909.737.5599 • Fax 909.737.0330 Customer Service • 800.7855285 wwYUtotco.com ©A) Approx. wtJ100 9 9 11 12 15 Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre - Galvanized Function — Intended to perform as a hanger /restrainer to support only CPVC piping used In automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design* protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws** furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre - drilling of a pilot hole in wood is required. Finish — Pre - Galvanized Order By — Figure number and pipe size * Patent Pending '"` Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. OfflcelManuracluring Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph 909.737.5599 • Fax 909.737,033D Customer Service • 800.7885266 ww tolcarmm 7 3/4 2 /15 1 /32 1 51/2 5/16 9 1 2 1 1 6 5/16 9 1 3 11/2 1 /mm 61/2 5/16 11 11/2 31/4 1 /8 1 /le 7 5/16 12 2 3 " /,e 1" /32 1 /te 8 5/16 15 (9c® Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft) Head Size Wt./100 Fig. 27 & 27A "Stand-Off" Hanger /Restrainer for CPVC Plastic Pipe Size Range — 3/4" and 1 CPVC Plastic Pipe *. Material — Carbon Steel, Pre - Galvanized Function — Designed to be used as a hanger /restrainer** for CPVC piping where the "stand -off design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC from any rough or abrasive surfaces. • Snap -in retainers hold pipe firmly in place during Installation. • The "Stand -Off" design eliminates the need for wood block extension. • Can be installed on horizontal or vertical piping regardless of mounting surface orientation. • Attaches easily to wood structure with two hex head self- threading screws furnished with product. • Installs easily using rechargeable electrical driver with 5/16" sockets, eliminating impact tool damage to pipe. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support automatic fire sprinkler systems. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Important Note"* — When installed In slot opening on Fig. 27, Fig. 27A provides additional stability and satisfies the UL vertical restraint requirement where needed. Order By — Fig. 27: By figure number and CPVC pipe size Fig. 27A: By figure number and CPVC pipe size US and International Patent application in process. *For other sizes, consult factory. Fig. 27 and Fig. 27/27A have also been tested by UL mounted on 3/8" composite wood web material (such as TJI Series/Trus Joist MacMillan) without the use of back -up wood blocking. When using Fig. 27 and 27A in combination on 3/8" web to satisfy the UL requirement for vertical restraint, install two reinforcing speed nuts (Flg. 27B). Flg. 27B is UL Listed only when used with TOLCOIT" products. FIG.27 t t 3 Typical Applications OR6celManufacUffing Facility • 1375 Sm upui Ave. • Corona, CA 92879 • Ph: 909.737.5599 • Fax 909.737.0330 Customer Service • 800.785.5266 wwwtolcocam r: _ f1G27 UNtFBG.27A — Fri 27 Fig. 27/Fig. 27A FIG.27 W/FIG.27A fRC3.27 Sc® www.iolco.com Revision 512412.001 Fig. 65 and Fig. 66 Reversible C -Type Beam Clamps 3/4" and 1 Throat Openings Size Range — (Fig. 65 and Fig. 66) 3/8 ", 1/2° and 5/8" rod Material — Carbon Steel with hardened cup point set screw and jam nut Function — Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/4" (Fig. 66). Features — All steel construction eliminates structural deficien- cies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permts inspection of thread engagement. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW- H -171E, Type 23 and Manufacturers Standardization Society SP-69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8° rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. Finish — Plain Note — Available in Electro- Galvanized and HDG finish. Order By — Figure number, rod size and finish Fig. 65 Patent #4,570,885 Fig. 65 3/8 1 3/4 1 7116 1 610 28 1/2 11/2 3/4 1 9/16 1'14 1130 55 5/8 1 3/4 1 9/16 1 1130 55 * Max. Toads for clamp with set screw In up or down position. Fig. 65 Rod Size A B CD E Dimensions •Weights �T A Max. Rec. Approx. F Load Lbs.* Wt./100 3/8 1 11/4 1 7/16 1 610 28 1/2 1 1'/4 1 9/16 11/4 1130 55 5/8 11/2 11/4 1 9/16 1 1130 55 * Max. Toads for clamp with set screw in up or down position. F Ol lcelMamifacGuing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 909.737.5599 • Fax 909.737.0330 Customer Service • 800.7865266 www.tolrx.com Butterfly Valve Figures 570 and 580 Tyco Fire Products — www.tyco-grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 — USA Customer Service/Sales: Tel: (215) 362 -0700 / Fax (215) 362 -5385 Technical Services: Tel: (800) 381 -9312 / Fax (800) 791 -5500 General Description See Fire Protection Submittal Sheet for pressure rating and Listing and Approval Information Figures 570 and 580 Butterfly Valves are specifically designed to provide for efficient control of fire protection water supplies. The Figure 570 is designed to operate in systems up to and including 175 psi. The Figure 580 is designed to meet the increasing pressure requirements of the Fire Protection Industry with a maximum operating pressure of 300 psi. Flow may be from either direction, and the valves may be positioned in any orientation. The valves are furnished with grooved ends and can be easily adapted to flanged components utilizing our Figure 71 Class 150 flange adapters. The body and disc construction provides for increased strength and durability. The Figure 570 and 580 Butterfly Valves are provided with 2 sets of SPDT Supervisory Switches for use in outdoor and indoor applications. A high strength conventional stainless steel upper stem is provided for dependability as compared to iron upper stems provided by others. The surfaces at the upper stem and lower trunnion areas incorporate a reduced dynamic torque and anti- compression set design to ensure low operating torque and increased seal longevity. This innovative feature prevents elastomeric failure of the disc encapsulation that is commonly experienced with other manufacturers. This is accomplished by providing uniform compression throughout the opening and closing operation of the disc. Other manufacturers have non - uniform compression, which results in permanent compression set and subsequent splitting of the material and undermining of the seal. Technical Data Figure: 570 and 580 Sizes: 570 - 2'h', 3°, 4 °, 5', 6°, 8', 10' and 12° 580 - 2'h', 3', 4', 5', 6', 8', 10' and 12' Max. Working Pressure: Figure 570 = 175 psi (1,207 kPa) Figure 580 = 300 psi (2,068 kPa) Approvals UL, FM, and ULC (indoor and outdoor use) Note:The 8' - 12° Figure 580 are FM Approved only. Manufacturing Source: Domestic Materials of Construction: Body: Ductile iron in accordance with ASTM A-536, Grade 65 -45-12 Body Coating: Orange Epoxy Disc: Ductile Iron in accordance with ASTM A-536, Grade 65- 45-12. Disc Seal: Grade E EPDM encapsulated rubber in accordance with ASTM 0 -2000 See Gasket Grades and Recommendations Sheet for aid In selecting the proper seal. Upper Stem: (Figures 570 & 580) Type 440 Stainless Steel (21/2° - 8') Type 17-4 Stainless Steel (10' -12°) Lower Plug/Stem: Figure 570: C360 Brass (2'h° - 8°) Type 17 -4 Stainless Steel (10° -12°) Lower Stern: Figure 580: Type 17-4 Stainless Steel (2 - 12°) Operator: Gear operator with Iron housing - coated with Black Epoxy. Bracket: Steel - Black Zinc Plated Factory Hydro Test 100% @ two times pressure rating in accordance with MSS- SP -67, UL, ULC, and FM requirements. CENTRAL Grooved Piping Products Installation In piping systems, butterfly valves should be located where they will be readily accessible for operation, inspection, and maintenance. When a valve 'closes hard', It may be due to debris lodged in the sealing area. This may be corrected by backing -off the handwheel and closing it again, several times if necessary. The valve should never be forced to seat by applying a wrench to the handwheel as it may distort the valve components or score the sealing surfaces. Before installing conduit at the actuator, remove the rubber grommet at the connection. Important All replacement parts must be obtained from the manufacturer to assure proper operation of the valve. To prevent rotation of the valve, It is recommended that the Butterfly Valve be Installed with rigid type couplings, such as the Figure 572 or 772 Coupling. If flexible couplings are used, additional support may be needed to prevent rotation. Ordering Procedure Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, figure number, type of disc seal, EPDM'E°, and size. Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215 - 362 -0700 for the distributor nearest you. No.15 -3.0 Size ABM Inches mm Inches mm Inches mm Inches mm Inches mm F Inches rnm G Inches mm Weight Lbs. Kg. 5.34 10.41 7.22 2.88 3.81 5.72 12.0 21/2' 135.6 264.4 183.4 73.0 96.8 145.3 WA* 5.4 5.6 8.5 3.0 5.72 1 .0 3' 144.0 222.3 88.9 145.3 N/A* 6.4 6.76 2. 0 9.6 .7 4. 6 . 2 .0 4' 171.7 322.6 245.1 120.7 115.8 145.3 WA 10.0 7.15 14.56 10.23 6.25 5.81 6.18 31.0 5' 181.6 369.8 259.8 158.8 147.6 157.0 N/A* 14.1 7.88 15.23 10.96 6.75 5.81 .18 36.0 6' 200.2 386.8 278.4 171.5 147.6 157.0 N/A* 16.3 9.24 7.0 13.3 0.0t 5.25 6.'3 .22 2 .t 8' 234.7 444.5 339.6 254.0 133.4 163.3 31.0 23.6 11.81 21.78 16.93 12.00 6.25 7.96 1.75 75.0 10' 299.9 553.2 430.0 304.3 158.8 202.2 44.5 34.1 12.97 24.11 19.10 14.27 6.50 8.83 2.60 90.0 12' 329.4 612.4 485.1 362.5 165.1 224.3 66.0 40.9 Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Flre Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shag not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OFANYANDALL OTHER WARRANTIES EXPRESS OR /MPUED, INCLUDING WARR ANTIES OF MERCHANTABIUTY AND FITNESS FORA PARTICULAR PURPOSE tile° /Flow Control / Tyco Fire Products The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The Front view with vane open Friction Resistance Size 2W 3' 4' 5' 6° 8' 10' 12' Equiv. Length in Feet 6' 7' 6' 10' 13' 14' 16' 18' Care and Maintenance * END OF DISC DOES NOT EXTEND BEYOND VALVE BODY. Note: Contact Tyco FUe Products far 10° and 12° availability. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation Instructions (IH- 1000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. MASSIE Installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Figures 570 and 580 Su P e r C r e j s amPl Control Ike �YDPen) c USzation and commotion of Mew Swage to be t liming g Jurisdiction Switch Local Switch Rating: 10A 125, 250 VAC 0.25A 250 VDC 0.50A 125 VDC End of Lire Resistance 04 Nat Davlca Whigs WIRING DIAGRAM Certified Company Printed In U.SA 4-01 EVERY VALVE IN STA L LAt i o rV u ggieT IO Z BB-SC SERIES • FIRE SPRINKLER SYSTEM SLOW CLOSE, INDICATING BUTTERFLY VALVES APPROVED MILWAUKEE VALVE SC1D-3/02 SPECIFICATIONS FOR SLOW CLOSE ALL PATENTED SLOW CLOSE BUTTERBALL VALVES... • provide slow opening and closing properties in a quarter - tum valve. The purpose is to eliminate hydraulic shock and water hammer In fire protection and other liquid systems. • are available with or without an internal, pre -wired supervisory tamper switch assembly. When mounted on any slow -close valve and wired, the switches signal movement of the valve disc from the full open position. • are available factory mounted to a valve or as a kit for field installation on previously installed valves. • have switch ratings of: 10 Amps/115 VAC -60 Hz 0.5 Amps /28 VDC • are equipped with tamper switch assemblies FOR, INDOOR USE ONLY. • have UL/FM ratings to 175 psi. (Also available at 350 psi and 500 psi with N.Y.C.B.S.A. approval.) MODEL BB -SC100 BB -SCS02 BBVSC100 BBVSCS02 BBHSC100 BBHSCS02 BVHSC100 BVHSCS02 . ULBB- SC040300a.odr c us APPROVED LISTED For use with fire protection sprinkler systems 175psi. Approved by the New York City Board of Stds. & Appeals under Calendar No. 996-81 -SM, for 175 psi and Calendar number 720 -83-SA for 350 psi and 500 psi. (500 psi rated valves not shown.) 2 DESCRIPTION BUTTERBALL SLOW CLOSE INSTALLATION (BB -SC) A. The BBSC can be installed In any orientation in a piping system using standard National Pipe Threads. Wrench should be used to hex on the end of valve being threaded to pipe. Pipe sealants should be used sparingly. B. The valves with internal switches can be easily wired in the field. They will have two switches, switch -1 will have dual leads on the terminals. This switch is to be connected to the supervisory circuit of a Usted alarm control panel. Switch -2 will have single leads and may be connected to auxiliary equipment per direction of the local authority having jurisdiction. Cap any unused wire leads with wire nuts and tuck into junction box. All connections shall be reviewed and approved by the local authority having jurisdiction. C. A 14 gage green wire has .been fastened to the interior of the housing and is to be used as a housing ground. D. Recommended type of wire to be used is No.16 Dual Rated UL 300V 80 C and 300V 105 C. E. Installation must be in compliance with NFPA 72 and 13, or bonded and grounded per Canadian Electrical Code Part 1. F. The BB-SC, BBHSC (threaded -end) and BBVSC., BVHSC (grooved -end) valves are intended for use with schedule 40 and/or 80 pipe, sizes 1 °, 1-1/4", 1- 1/2 ", 2" and 2-1/2" perANSI 836.10. INSTALLATION FOR NEWYORK CITYVALVES N.Y.C. special valves have a large flow indicator which points in the direction of the valve disc, indicating open or closed. The valve should be installed In a position where the indicator is readily visible. . SIZES Valve Less Switch Valve With Switch Valve Less Switch Valve With Switch Valve Less Switch Valve With Switch Valve Less Switch Valve With Switch 175 psi - Threaded Ends NYC BSA Approved 175 psi - Grooved Ends NYC BSA Approved 350 psi - Threaded Ends NYC BSA Approved 350 psi - Grooved Ends NYC BSA Approved 1', 1-1/4", 1 -1/2", 2", 2-1/2" 2", 2-1/2" 1', 1-1/4", 1-1/2", 2", 2-1/2" 2", 2-1/2" rassimasta Threaded SIZE A 8 C D J K L M-40 M-80 N-40 W 1' 2 -1/8 3 -15/16 1 -9/16 1 -23/32 4 -15/16 .66 .83 1.05 .96 2.25 1 -1/8 11/4" 2 -5/8 4-9/32 1 •15/16 2 -7/64 5-1/8 .73 .90 1.38 1.28 2 1 -1/4 1-1/2" 2 -7/8 4-1/2 2 -3/16 2 -3/8 5 -19/32 .73 .99 1.61 . 1.50 . 2.5 1 -13/32 2" 3-1/4 5 2 -3/4 3-1/16 6-1/8 .79 1.41 2.07 1.94 2.25 1 -11/16 SIZE A 8 C D E F G H J K L M-40 M-80 N-40 w Grooved 2" 5: 2 -3/4 3-1/16 5/8 5/16 6• 2 -3/8 6-1/8 .79 1.41 2.07 1.94 2.25 2 -1/2" 41/8 5 -13/32 3-3/16 3-1/2 15/16 5/8 41/2 2 -7/8 6-1/4 1.18 1.29 2.47 2.32 10 1 -3/4 M-40 ARE DIMENSIONS USING SCHEDULE 40 PIPE • M-80 ARE DIMENSIONS USING SCHEDULE 80 PIPE • N-40 IS FLOW RESISTANCE EXPRESSED IN EQUIVALENT LENGTH OF SCHEDULE 40 PIPE W IS THE WRENCH MAKE -UP LENGTH ULSB- sc040300a.cdr u tterbaIf . . BU .. TT E R F L-Y-VAL._-z VALVES LESS SUPERVISORY TAMPER SWITCH ASSEMBLY BB -SC100 (Threaded Ends) Sizes 1", 1-1/4", 1-1/2", 2 ",2 -1/2" . THREADED ENDS BB -SCS02 and non - switched models.) ALL DIMENSIONS - INCHES w NYC INDICATOR (Available on both switched 3 BBVSCI00 3 piece with Grooved Ends Size 2" VALVES WITH SUPERVISORY TAMPER SWITCH ASSEMBLY FLOW I I isvit too I. 1 L BBVSCS02 3 piece with Grooved Ends . Size 2" MATERIAL LIST NO. PART MATERIAL 1 Indicator Sintered Iron 2 Housing Bronze 3 Body : Bronze 4 Handle . • Brass 5 Disc Stainless Steel 6 Disc Seal EPDM Elastomer 7 Switch Housing Die Cast Aluminum BBVSC100 Un1 -body with Grooved Ends Size 2 -1/2" G BBVSCS02 Unl -body with Grooved Ends Size 2 -1/2" SPECIFICATION F0008P • ASTM 584 ASTM 584 • Type 304 LISTED FIRE ALARM CONTROL PANEL SUPERVISORY CIRCUIT VOLTAGE SOURCE Milwaukee Valve Company ...2375 Sopth.Burreli Street. Milwaukee, Wisconsin 53207 -1592 Telephone 414/744-5240 FAX 414/744 -5640 www.milwaukeevalve.com ULBB- S0040300a.cdr J . WIRfNG DIAGRAM (SWITCH POSITION VALVE FULL OPEN) SWITCH 1: DUAL LEADS BLACK NC� 7 WHITE NO ' RED SUPERVISORY TAMPER SWITCH SWITCH 2: SINGLE LEADS NC CS . ORANGE; Green Lead provided is ground for switch housing Switch Rating: IOAMP/ 115 VAC .5 AMP /28 VDC Cap unused leads with wire nuts and tuck inside junction box (not provided) NOTE: Valves incorporating supervisory tamper switches are for Indoor use only. 4 L_ TO NEXT INDICATOR OR END OF LINE RESISTOR AUXILIARY EQUIPMENT 1/2' ELECTRICAL CONDUIT UL USTED JUCTION BOX MILWAUKEE VALVE Fig. No. 5010 5015 5016 5017 5010 -5017 5030 -5035 Fig. No. 5030 5035 ANGLE'MALVES =-- "LB RATED STANDARD EQUIPMENT: Female NPT inlet X Male hose thread outlet cast brass valve with wheel handle. SPECIFY THREAD Size 1 1/? 21/2" 2 X 3" 3 X 3" SPECIFY THREAD Fire Dept. Valves FEMALE X MALE U/L LISTED and FM APPROVED NY BOARD OF STANDARDS & APPEALS APPROVED Slur A B C- CLOSED C-OPEN D E F U/L Usted FM Approved NYC A . • roved 1V" 2" /64° 2"/64 6 3 2'Xz 2'X2 • Yes Yes Yes 211" 33 4; 33 6 9y2" 11° 5° 3 ° 6 3 %6 Yes Yes. Yes 2/X3' 4%2" 4% ° 13W 1 7° 4 4 No No . No 3X3' 4 %2 4" ba 13W 16 7° . 4/° 4 No No No ANGLE VALVES Dept: -Valves --. - - _. Size 1 2 FEMALE X MALE STANDARD EQUIPMENT: Female NPT inlet X Male hose thread outlet cast brass valve with wheel handle. OPTIONAL FINISHES: PB — Polished Brass RC — Rough Chrome Plated PC — Polished Chrome Plated OPTIONAL FINISHES: PB — Polished Brass RC — Rough Chrome Plated PC — Polished Chrome Plated Fire Hose Rack Assembly Valves DOUBLE FEMALE STANDARD EQUIPMENT: Female NPT inlet and outlet cast brass valve with wneei handle. — 300 LB. RATED - - -Fire Hose •Rack•AssemblyA/alvnes •° DOUBLE FEMALE ' STANDARD EQUIPMENT: Female NPT inlet and outlet cast brass valve with wheel handle. • t;IIL LISTED and FM APPROVED NY BOARD OP STANDARDS &APPEALS APPROVED 5020 -5025 Fig. No. Size 5020 1 1/2 5025 2 5040 -5045 Fig. No. Size 5040 1 5045 2 Pa. ; e 5 -3 PRESSURE RELIEF VALVE For use on all closed systems to prevent damage in the event of a malfunction due to some foreign object or matter be- coming lodged in an automatic regulating or control valve. Featuring a pop -type relief action for maximum performance. 5660 Fig. No. with Pin Lugs Page 5-12 5705 5707 5709 5711 5713 5715 5717 CAST HARDCOATED ALUMINUM CAP WITH CHAIN Fig. No. Size 5720 2 Approved NYC Board Standards & Appeals Available settings 15 thru 175 p.s.l. STANDARD EQUIPMENT cast brass body. Available with 3 /4" Male or 3 /4" Female inlet, with .3 /4" Female outlet. SPECIFY MALE OR FEMALE INLET CAPS AND CHAINS Used to cover and protect male outlet threads on valves and hydrants. Prevents entry of foreign matter. CAST BRASS WITH CHAIN Size 3 /4" 5706 1" 5708 1 5710 2" 5712 2 5714 3" 5716 4" 5718 OPTIONAL FINISHES PB — Polished Brass RC — Rough Chrome Plated PC — Polished Chrome Plated Fig. No. Fig. No. with Rocker Lugs PLASTIC CAP • • WITH CHAIN Size 5722 2 STANDARD EQUIPMENT: Wedge Disc style valve with forged brass body. Red wheel handle. Double Female screwed ends NPT. OPTIONAL: Solder ends Fig. No. Size 5670 1 /z" 5671 5672 1" 5673 1 5674 1 5675 2 5676 21/2" 5677 3 ". Fig. No. 5750 5755 GATE VALVES NON - RISING STEM 200 LB. WOG Size 1 2 3 /4 " VALVE ESCUTCHEONS Used to trim pipe entry into cabinet. Fig. No. Size Material 5730 11/2" Stamped Steel Cadmium Plated 5735 21/2" Stamped Steel Cadmium Plated 5740 1 Stamped Brass. 5745 2 Stamped Brass OPTIONAL FINISHES: PB — Polished Brass RC — Rough Chrome Plated PC — Polished Chrome Plated SPECIFY • FIGURE NO. —SIZE— FINISH WALL FLANGES For use with gate valves. STANDARD EQUIPMENT: Cast brass with set screw. I OPTIONAL FINISHES: PB — Polished Brass RC — Rough Chrome Plated PC — Polished Chrome Plated Material 5670 Cast Brass Cast Brass SPRINKLERS Sprinkler Temperature Classification Nominal Sprinkler Temperature Rating2 (Fusing Point) Maximum Ambient Ceiling Temperature' Bulb Color Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Sprinkler Finishes: Brass, Chrome- Enloy (patents pending), and White Footnotes 1 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 2 The sprinkler temperature rating is stamped on the deflector. Table 1 November 14, 2003 VIKING® TECHNICAL DATA FREEDOM' RESIDENTIAL PENDENT SPRINKLER SIN VK430 (4.3 K- FACTOR) 1. PRODUCT NAME Viking FreedomTO" Model M-4 Residen- tial Pendent Sprinkler SIN VK430t • Sprinkler Base Part Number 09530 tThe Sprinkler Identification Number (SIN) Is stamped on the sprinkler deflector. 2. MANUFACTURER The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058, USA Telephone: (269) 945 -9501 (87) 384 -5464 Fax: (269) 945 -9599 e -mail: techsvcs@vikingcorp.com 3. PRODUCT DESCRIPTION Viking's Freedom Residential Pen- dent Sprinkler SIN VK430 is a small, high - sensitivity, glass -bulb residential sprinkler available in several finishes and temperature ratings to meet design requirements. The orifice design, with a K- Factor of 4.3, allows efficient use of available wa- ter supplies for hydraulically designed fire - protection systems. The 3 mm glass bulb and special deflector combine speed of operation and areas of cover- age to meet residential sprinkler stan- dards. During fire conditions, the heat - sensitive liquid in the glass bulb ex- pands, causing the glass to shatter, re- leasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler de- flector, forming a uniform spray pattern to extinguish or control the fire. 4. TECHNICAL DATA Glass -bulb fluid temperature rated to -65 °F ( -55 °C). Rated to 175 psi (1 207 kPa) water work- ing pressure. Factory tested hydrostatically to 500 psi (3 448 kPa). Spring: U.S.A. Patent No. 4,167,974 Bulb: U.S.A. Patent No. 4,796,710 Testing: U.S.A. Patent No. 4,831,870 Thread Size: 1 /2° (15 mm) NPT Nominal K- Factor. 4.3 U.S. (6,2 metric *) *Metric K- Factor shown Is for use when pressure is measured in kPa. When pressure Is measured in BAR, multi plythe metric K Factorshownby10.0. Overall Length: 2-1/4" (56,2 mm) Sprinkler 140 a SPRINKLER MATERIALS Frame: Brass Castings UNS- C84400 Deflector: Brass UNS- C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS -C36000 Pip Cap and Insert Assembly: Copper UNS- C11000 and Stainless Steel UNS- S30400 ACCESSORIES Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A B. Twelve -head capacity: Part No. 01725A Available since 1971. Sprinkler Wrenches: A. Standard wrench: Part Number 10896WB (available since 2000) or 05000CWB (no longer available) B. Wrench for coated and recessed sprinklers: Part No. 07398W ** (avail- able since 1990), or Part No. 12144W/B * *, available since 2003. NOTE: Recessed pendent sprin- klers with protective caps must use wrench 12144W/B. "A IA? ratchet Is required (not available from VI- king). Refer to the "Sprinkler Accessories" section of the Viking Engineering and Design Data book for information on sprinkler accessories. Note: Units of measure in parentheses may be approximations. Replaces page 140 a-c, dated September 19, 2003. Refer Form No. F 082095 to residential sprinkler technical data page (I -Iv) for gen- - eral care, installation, and maintenance Information. ,..0, FREEDOM'"' RESIDENTIAL TECHNICAL DATA PENDENT SPRINKLER KING SIN VK430 (4.3 K- FACTOR) Deflector Style NPT Thread Size Nominal K- Factor Overall Length Sprinkler Base Part Number Sprinkler IdentlfacaUon Number (SIN) Inches mm U.S. metrics Inches mm Pendent 1 /a 15 4.3 8,2 2 -1/4 56,2 09530 VK430 A Approval Chart 1 pp Residential Pendent Sprinkler Temperature )()�( � Finish A1X4— Escutcheon (if applicable) This page applies to system designs for all SIN VK430 Sprinklers manufactured after July 12, 2002. Installed below smooth, flat, horizontal ceilings. Maximum Areas of Coverage Minimum Water Supply Requirements./ Llstings cULus NYC 12' x 12' (3,7 m x 3,7 m) 12 qpm @ 7.8 psi (45,41/min @ 53,7 kPa) AIX A1X 14' x 14' (4,3 m x 4,3 m) 13 gpm @ 9.1 psi (49,21 /min @ 63 kPa) Ai X Ai X 16' x 16' (4,9 m x 4,9 m) 13 gpm @ 9.1 psi (49,21 /min @ 63 kPa) AIX A1X 18' x 18' (5,5 m x 5,5 m) 17 qpm © 15.6 psi (64,4 I /min @ 107,8 kPa) A1X AIX 20'x20' (8,1 m x 8,1 m) 21 gpm @ 23.9 psi (79,5 I /min @ 184,4 kPa) Al X AIX Installed below sloped ceilings [with slo s up to and including an 8/12 (33.71 pitch]. Refer to Figure 1 below. Maximum Area of Coverage' Minimum Water Supp y Requirements cULua NYC 16' x 16' (4,9 m x 4,9 m) 18 gpm @ 17.5 psi (68,1 I /min @ 120,8 kPa) A1X AIX Approved Temperature Ratings A -155 °F (88 °C) and 175 °F (78 °C) Approved Finishes 1 - Brass, Chrome Enloy ® , and White Approved Escutcheons X - Standard surface - mounted escutcheons or the VI- kin " Microfast Model F -1 Adjustable Escutc1 eon, or recessed with the Viking Micromatic Model E -1 or E -2 Recessed Escutcheon 1 Metric K Factor shown is for use 2 Base part number shown. For 3 This chart shows the listings and for any additional approvals. 4 Listed for residential occupancies 8 Listed for residential occupancies 6 Listed by Underwriter's Laboratories, 7 For areas of coverage smallerthan a Areas under sloped ceilings must be less than the listed area of 9 The Viking Microfast Model F ement of the sprinkler to be recessed 10 Accepted for use, City of New Maximum ceiling slope = 8/12 (33.7°). Refer to Approval Chart 1 above for listed areas of coverage. Footnotes when pressure is measured in kPa. When pressure is measured in BAR, multiplythe metric K-Factor shown by 10.0. complete part number, refer to Viking's current price list. approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer with smooth, flat, horizontal ceilings. with smooth, flat, horizontal ceilings, and smooth ceilings with slopes up to and including an 8/12 (33.71 pitch. Inc. for use in the U.S. and Canada. shown, use the °Minimum WaterSupply Requirement°forthe next larger area listed with sprinklers of similar K- factor. be measured along the ceiling slope. Actual floor coverage In the horizontal plane under sloped ceilings will coverage. -1 Adjustable Escutcheon is considered a surface - mounted escutcheon because it does not allowthe fusible el- behind the face of the wall or ceiling. York Department of Buildings, MEA Number 89 -92 -E, Vol. 24. 4► 4� •— Listed areas of coverage correspond to areas iaisii�imi, measured along ceiling slope. (For sloped •412 �e� � ceiling installations, actual floor coverage 1 nisi �i �� In the horizontal plane under sloped • ��R11ft�fl�rfre�RAItfIV, ceilings will be less than the listed area.) Vas mme a r aa +� a� p I "a Iaas�r 4: ► r sr I% aa Is �rfi � e5.: ' Notes: r rle su i r:P- I 1. Actual installations sprinklers. A single sprin— t rr f e► ■ se rasr��nai� 1 kier installation has been shown % irea , r 1 for clarity. �e . 1 I 2 For °cathe ceiling applica- I bons, install sprinklers in a sym- 4 I metrical mirror -image of Figure 1. O 4. 3. For areas up to 16' x 16', with ��..4. 4 4. 4 ' 4 4, slopes between a 2/12 (0°) pitch . and an8/12(33.7) pitch, the°Min- ,�: * 4.. 4 �� 4. 4 4. i � +�0 4 ' imum Water Supply Require- 41° . 4. 4. 4. +� 4 , • ments" for the next larger °sloped° , 4. 4. must be used. Refer to • ' y�ti40. , Approval Chart 1 above. Figure 1: Installation Instructions Sprinkler 140 b November 14, 2003 ® FREEDOM RESIDENTIAL TECHNICAL DATA PENDENT SPRINKLER SIN VK430 (4.3 K- FACTOR) Deflector Style NPT Thread Size Nominal K- Factor Overall Length Sprinkler Base Part Number2 Sprinkler Identlflca- lion Number (SIN) Inches mm U.S. metric. Inches mm Pendent ih 15 4.3 8,2 2 -1/4 57 09530 VK430 Approval Chart 2 Residential Pendent Sprinkler 4:--- n �re KEY Al Escutcheon (If applicable) This page applies to system designs using SIN VK430 Sprinklers manufactured Were July 12, 2002. Installed below smooth, flat, horizontal ceilings. Maximum Areas of Coverage? Minimum Water Supply Requirements Listings Single Sprinkler Two or More Sprinklers UL C -UL NYC 12' x 12' (3,7 m x 3,7 m) 11.5 gpm @ 7.2 psi (43,51 /min @ 49,3 kPa) 11.5 ppm @ 7.2 psi (43,5 I /min @ 49,3 kPa) A1X A1X A1X 14' x 14' (4,3 m x 4,3 m) 13 ppm @ 9.1 psi (49,21 /min @ 63 kPa) 11.5 gpm @ 7.2 psi (43,5 I /min @ 49,3 kPa) A1X A1X A1X 16' x 16' (4,9 m x 4,9 m) 13 gpm @ 9.1 psi (49,21 /min @ 63 kPa) 11.5 gpm © 7.2 psi (43,51 /min @ 49,3 kPa) A1X A1X A1X 18' x 18' (5,5 m x 5,5 m) 18 gpm @ 13.8 psi (60,81 /min @ 95,5 kPa) 13.5 gpm @ 9.9 psi (51,1 I /min ©88 kPa) A1X A1X A1X 20' x 20' (6,1 m x 6,1 m) 19 gpm @ 19.5 psi (71,91 /min @ 134,6 kPa) 17 ppm @ 15.8 psi (64,4 I /min © 107,8 kPa) A1X A1X A1X Installed below sloped cellingse [with slopes up to and Including a 6/12 (26.61 pitch]. Refer to Figure 2 below. Maximum Area of Coverage Minimum Water Supply Requirements2 UL C-UL NYCej Single Sprinkler Two or More Sprinklers 16' x 18' (4,9 m x 4,9 m) 18 gpm @ 17.5 psi (88,1 I /min @ 120,8 kPa) 13 gpm @ 9.1 psi (49,21 /min @ 63 kPa) A1X A1X A1X Approved Temperature Ratings A- 155°F(68 °C) and 175°F(79 °C) Approved Finishes 1 Brass, Chrome Enloy®, and White Approved Escutcheons X - Standard surface - mounted escutcheons or the Viking Microfast Model F -1 Adjustable Escutcheon or recessed with the Viking Micromatic Model E -1 or E -2 Recessed Escutcheon Footnotes t Metric K Factor shown is for use when pressure is measured in kPa. When pressure is measured in BAR, multiply the metric K Factor shown by 10.0. 2 Base part number shown. For complete part number, refer to Viking's current price list 3 This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. 4 Listing is for residential occupancies with smooth, flat, horizontal ceilings. 5 Listing is for residential occupancies with smooth, flat, horizontal ceilings, and smooth ceilings with slopes up to and including a 6/12 (26.61 pitch. e Listed by Underwriters Laboratories, Inc. for use in Canada. 7 For areas of coverage smaller than shown, use the °Minimum Water Supply Requirement" forte next larger area listed with sprinklers of similar K factor. S Areas under sloped ceilings must be measured along the ceiling slope. Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of coverage. 2 The Viking Microfast Model F -1 Adjustable Escutcheon is considered a surface - mounted escutcheon because it does not allow the fusible el- ement of the sprinkler to be recessed behind the face of the wall or ceiling. 1 DAccepted for use, City of New York Department of Buildings, MEA Number 89 -92 -E, Vol. 15. Maximum ceiling slope = 8/12 (28.6°). � , Refer to Approval Chart 2 above for listed areas of coverage. 44 4 1 , Listed areas of coverage correspond to areas ..r n: measured along ceiling slope. (For sloped y a r ns ■ r Q - ceiling installations, actual floor coverage in :4 ** * * *r* the horizontal plane under sloped ceilings will ee %iii emi e f ° s r e ra be less than the listed area.) I N �ai� °r�ie \j ■t■Ij� \�A�*eft.: 1 JfR :irt: 44.441 **** � fir. Notes: I lift * as i ls esim rp r) , ■r ■ ■ ■ r r r r r■r r ■ r . I 1. Actual installations may require multiple ( ■ ■ + ■ ■ r r r i ■ '� ■ ► sprinklers. rinklers. A single sprinkler installation r ■■ #r ■ ■ 1 , ■r , P 9 P has been shown for clarity. , r �� „ I 2. For "cathedral" ceiling applications, in- 1 -41. i stall sprinklers In a symmetrical mir- I �.�+.�+ I ror -image of Figure 2. i , �`�`�4� 44 :��,�4 � 3. For areas up to 16' x 16', with slopes be- .• fi r` +�. • 4 + + . • tween a 2/12 (0°) pitch and a 6/12 (26.6°) + 04.4' 4 , � 4 404�•° pitch, the "Minimum Water Supply Re- ' �0+ +. ∎ • • •:; • O +O�i+. uirements for the next larger "sloped" ■ installation must be used. Refer to Ap- ' 4 4' prove] Chart 2 above. Figure 2: Installation Instructions November 14, 2003 Sprinkler 140 c THIS PAGE INTENTIONALLY LEFT BLANK Replaces page 140 a -c, dated September 19, 2003. Refer to residential sprinkler tech- nical data page (i -Iv) for general care, installation, and maintenance Information. Form No. F_082095 October 17, 2003 VIKING® TECHNICAL DATA FREEDOM' RESIDENTIAL HSW SPRINKLER SIN VK450 (4.2 K- FACTOR) 1. PRODUCT NAME Viking FreedomTm Residential HSW Sprinkler SIN VK450t (4.2 K Factor) • Sprinkler Base Part Number 12357 tThe Sprinkler Identification Number (SIN) is stamped on the sprinkler deflector. Available since 2003 (patents pending) 2. MANUFACTURER The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058 USA Telephone: (269) 945 -9501 (877) 384-5464 Fax (269) 945 -9599 e -mail: techsvcs @vikingcorp.com 3. TECHNICAL DATA Glass -bulb fluid temperature rated to -65 °F ( -55 °C). Rated to 175 psi (1 207 kPa) water work- ing pressure. Factory tested hydrostatically to 500 psi (3 448 kPa). Spring: U.SA Patent No. 4,167,974 Bulb: U.S.A. Patent No. 4,796,710 Testing: U.S.A. Patent No. 4,831,870 Thread Size: 'h" (15 mm) NPT Overall Length: 3" (76 mm) Nominal K Factor. 4.2 U.S. (6,0 metric") • Metric K-factor shown Is for use when pressure Is measured In kPa. When pressure is measured In BAR, multiply the metric K -factor shown by 10.0. SPRINKLER MATERIALS Frame: Brass Castings UNS-C84400 Deflector. Brass UNS-051000 Bulb: Glass, nominal 3 mm diameter Pip Cap: Brass UNS-C31600 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Compression Screw. Brass UNS- C36000 Bushing: Brass UNS-C36000 Units of measure in parentheses may be approximations. Form No. F_013103 4. ACCESSORIES Sprinkler Wrenches: A. Standard Wrench: Part Number 10896WB (available since 2000) or 05000CWB (no longer available) B. Wrench for coated and recessed sprinklers: Part Number 07398W" (available since 1990). ••A%"ratchet is required (not avallablefromViking). Refer to the °Sprinkler Accessories section of the Viking Engineering and Design Data book for information on sprinkler accessories. 5. INSTALLATION WARNING: Viking residential sprin- klers are to be installed in accor- dance with the latest Viking technical data, the latest edition of applicable standards of the National Fire Pro- tection Association and any other similar Authorities Having Jurisdic- tion, and also with provisions of gov- emmental codes, ordinances, and standards whenever applicable. Final approval and acceptance of all residential sprinkler Installa- tions must be obtained from the Authorities Having Jurisdiction. When using Viking Residential Sprinkler SIN VK450 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of coverage and minimum water supply requirements shown in the approval chart on page 143 k. For systems designed to NFPA 13• The number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: Sprinkler 143 j • The flow rates given in the approval chart on data page 143 k for NFPA 13D and NFPAI3R applications for each listed maximum area of coverage, or • A minimum discharge of 0.1 gpm/sq. ft. over the °design area consisting of the four most hydraulically demanding sprinklers for the coverage areas be- ing protected by the four sprinklers. NOTE: The As= S x L method must be used to determine the sprinkler pro- tectionarea of coverage per NFPA 13. SPRINKLER DEFLECTOR LOCATION GUIDELINES Install Viking Residential Horizontal Sidewall Sprinkler SIN VK450 with the top of the deflector aligned parallel with the ceiling. Refer to the Approval Chart on page 143 k for the required distance between the top of the deflector and the oiling. Refer to the "Viking Residential Sprinkler Installation Guide" pages (i-iv) for general care, installation, and maintenance Information. Sprinkler SIN VK450 installed with the Viking Mic romatic Recessed Escutcheon 33.7° max. Always align the top of the HSW deflector parallel with the ceiling. Refer to the Approval Chart on page 143 k for required distance between the top of the deflector and the ceiling. NOTES: 1. A shtgle sprinkler installation has been shown for clarity. Actual installations may require multiple sprinklers. 2. This figure shows an installation of a sprinkler at the peak of a sloped ceiling, with slopes up to and including an N1' (33.7 °) pitch. Spray may NOT be directed across the slope. 3. Refer to the Approval Chart on page 143 k for required deflector distance below the ceMng. 4. Maximum width of compartment Is 32' -0 °. Maximum compartment sizes are based on sprinkler listings. (I.e., 16' x 18'). 5. Listed areas of coverage are measured along the ceil- ing (for sloped ceiling installations, actual floor coverage In the horizontal plane under sloped ceilings will be less than the listed area). 6. A maximum of two sprinklers are required to be hydrauli- cally calculated per compartment. Figure 1: Installation Guidelines for sprinklers installed below a sloped ceiling. Sprinkler midst be Installed at the peak with spray directed itzbm the slope. Replaces page 143 j -k, dated August 29, 2003. Refer to residential sprinklertechnical data page (I -Iv) for gen- eral care, Installation, and maintenance information. Sprinkler Temperature Classification Nominal Sprinkler Temperature Rating (Fusing Point) Maximum Ambient Ceiling Temperatures Bulb Color Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Deflector Style NPT Thread Size Nominal K- Factor Overall Len th Sprinkler Base Part Number° Sprinkler Identification Number (SIN) Inches mm U.S. metric Inches 1 mm Horizontal ewall Sid V2 15 4.2 6,0 3 76 12357 VK450 Approval Chart Viking Residential Horizontal Sidewall Sprinkler SIN VK460 Temperature KEY Finish ,� Escutcheon (if applicable) A 9JCt Installed below smooth, flat, horizontal ceilings only with the deflector located between 4" and 6" (102 mm and 162 mm) below the col ing. Maximum aximum Areas of Coverages Width x Length Deflector Distance Below the Ceiling Below Minimum Water Supply Requirements 8 NYC 12' x 12 (3,7 m x 3,7 m) 4" to 6" (102 mm to 152 mm) 12 qpm (a? 8.2 psi (45,4 Umin 0 58,3 kPa) A1X - 14' x 14' (4,3 m x 4,3 m) 4" to 6" (102 mm to 152 mm) 14 qpm (cD 11.1 psi (53 Umin @ 76,6 kPa) A1X - 16' x 16' (4,9 m x 4,9 m) 4" to 6" (102 mm to 152 mm) 18 gpm @ 18.4 pal (68,1 Umin @ 126,6 kPa) A1X - 16' x 18' (4,9 m x 5,5 m) 4" to 6" (102 mm to 152 mm) 18 qpm (d! 18.4 psi (68,1 Umin a 126,6 kPa) A1X - 16' x 20' (4,9 m x 6,1 m) 4" to 6" (102 mm to 152 mm) 22 gpm (d) 27.4 psi (83.3 Umin (aD 189.2 kPa) A1X - 16' x22' (4,9 m x 6,7 m) 4° to 6" (102 mm to 152 mm) 26 gpm @ 38.3 psi (98,4 Umin @ 264,2 kPa) B1Y - Installed below smooth, flat, horizontal ceilings only with the deflector located between 6" And 12" (152 mm and 305 mm) below the ce ling. 16' x 16' (4,9 m x 4,9 m) 6" to 12" (152 mm to 305 mm) 20 gpm @ 22.7 psi (75,7 Umin @ 156,3 kPa) A1X - 16' x113' (4,9 m x 5,5 m) 6" to 12" (152 mm to 305 mm) 20 gpm (D 22.7 psi (75,7 Umin @ 156,3 kPa) A1X - 16' x 20' (4,9 m x 8,1 m) 6" to 12" (152 mm to 305 mm) 25 qpm @ 35.4 psi (94,6 Umin (ai 244,3 kPa) A1X - Installed below sloped ceilings with slopes up to and Including an 8/12 (33.7 °) pitch°. Sprinklers must be with spray directed dawn the slope with the deflector located between 4" and 6" (102 mm and 152 mm) Refer to Figure 1 on page 143 j. The maximum number of sprinklers per compartment Is Installed at the peak below the ceiling. two. 16' x 18' (4,9 m x 5,5 m) 4" to 6° (102 mm to 152 mm) Umi 18 gpm @ 18.4 psi (68,1 n @ 126,6 kPa) cUA1X ,10 NYC 16' x 20' (4,9 m x 6,1 m) 4" to 6" (102 mm to 152 mm) 22 qpm (fl) 27.4 psi (83,3 Umin 8 189,2 kPa) A1X - installed below sloped ceilings with slopes up to and Including an with spray directed .down the slope with the deflector ocated between Refer to Figure 1 on page 1431. The maximum number B/12133.71 pitch°. Sprinklers must be 6" and 12" (152 mm and 305 mm) installed nt the peak below the ceiling. of sprinklers per compartment Is two. 16' x 20' (4,9 m x 6,1 m) 6" to 12" (152 mm to 305 mm) 1 25 gpm © 35.4 psi (94,6 Umin @ 244,3 kPa) 1 A1X 1 - Approved Temp. Ratings A -155 °F (68 °C) and 175 °F (79 °C) B -155 °F (68 °C) Approved Finishes - 1 Brass, Chrome- Enloy Witte, and Black Approved Escutcheons X - Standard surface - mounted escutcheons or the Viking Micro- fast' Model F -1 Adjustable Escutcheon" or recessed with the Viking MIcromatic® Model E -1 or E -2 Recessed Escutcheon Y - Standard surface - mounted escutcheon or the Viking Micro- 5 M fas Model F -1 Adjustable Escutcheon Footnotes 1 The sprinkler temperature rating Is stamped on the deflector. 2 Based on NFPA 13.Other limits may apply, depending on fire loading, sprinlder location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 Met ricK Fac torshown is foruse when pressure is measured In kPa. When pressure is measured in BAR, multiply the metric K- Factorshown by 10.0. 4 Base part number shown. For complete part number, refer to Viking's current price list 5 For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement" forthe next larger area listed. Flows and pressures listed are per sprinkler. e This chart shows the listings and approvals available atthe time of printing. Other approvals may be in process. Check with the manufactturerfor any additional approvals. 7 Uste by Underwrtters Laboratories Inc. for use in the U.S. and Canada. horizontal ceMn on. 9 Listed areas of coverage ar measured along the ceiling. Consult Figure 1 on page 143j and 'Residential Installation Guide° paragraphs that pertain to sidewau sprinklers with listings for both smooth, tat, horizontal ceilings, and sloped wings, for installation details. 10 Usting is for residential occupancies with slopes up to and including an 8/12 (33.7°) pitch. Sprinklers must be Installed at the peak with spray di- rected down the slope. Refer to Figure 1 on page 143 j. 11 The Viking Microfast Model F -1 Adjustable Escutcheon Is considered a surface - mounted escutcheon because it does not allow the fusibleele- ment of the sprinkler to be recessed behind the face of the wall or ceiling. VIKING® TECHNICAL DATA FREEDOM' RESIDENTIAL HSW SPRINKLER SIN VK450 (4.2 K- FACTOR) Sprinkler 143 k Replaces page 143 j -k, dated August29, 2003. Refer to residential sprinklertechnical data page (l -lv) for general care, installation, and maintenance information. October 17, 2003 Form No. F_013103 Sprinkler Temperature Classification Nominal Sprinkler Temperature Rating (Fusing Point) Maximum Ambient Ceiling Temperature Bulb Color Ordinary 155 °F (88 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Bright Brass, Chrome - Enloy (pateats pending), White Polyes- ter, Navajo White Polyester, Black Polyester, and Black Teflon Corrosion Resistant goatings White Polyester, Navajo White Polyester, Black Polyes- ter, and Black Teflon Footnotes 1 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation stan- dards. 2 The temperature rating is stamped on the deflector. 3 The corrosion - resistant coatings have passed standard corrosion tests required by particu- lar approving agencies. Refer to the approval chart. These tests cannot and do not repre- sent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compatible with or suitable for the proposed environment The coat- ings indicated are applied to the exposed ,exterior surfaces only. NOTE: The spring is exposed on the Teflon' coated and Polyester coated sprinklers. Table 1 May 2, 2003 WING® TECHNICAL DATA MICROFAST AND MicrofastHP QUICK RESPONSE HSW SPRINKLERS (SIN VK305 & VK319) 1. PRODUCT NAME Viking Microfast® and MicrofastHP® Quick Response Model M -5 Horizontal Sidewall Sprinklers • Sprinkler SIN VK305t (Sprinkler Base Part Number 12121) • HP Sprinkler SIN VK319t (Sprinkler Base Part Number 12285) t The SIN is stamped on the sprinkler deflector. 2. MANUFACTURER The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058, U.S.A. Telephone: (269) 945 -9501 (877) 384-5464 Fax: (269) 945 -9599 e -mail: techsvcs@vikingcorp.com 3. PRODUCT DESCRIPTION Viking Microfast® and MlcrofastHP® Quick Response Horizontal Sidewall Sprinklers are small, thermosensitivve spray sprinklers available with several different finishes and temperature rat- ings to meet varying design require- ments. The special Polyester and Tel. Ion® coatings are available for use in decorative applications. In addition, these two finishes are listed as corro- sion- resistant finishes for protection against many corrosive environments. The pip cap and sealing assembly of the sprinkler is held in place by a 3 mm glass bulb. During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat-sensitive liquid In the glass bulb expands, causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler de- flector, forming a uniform spray pattern to extinguish or control the fire. 4. TECHNICAL DATA LISTINGS AND APPROVALS Refer to the Approval Chart on page 43 b. Thread Size: 1 /2° NPT (15 mm) Nominal K Factor. 5.6 U.S. (8,1 metric *) * Metric K-Factor shown is for usewhen pressure Is measured in kPa. When pressure Is measured in BAR. multi piythemetr cK- Factorshownby10.0. Overall Length: 2- 11/16° (68 mm) Glass -bulb fluid temperature rated to -65 °F ( -55 °C). Sprinkler 43 a Minimum Operating Pressure: 7 psi (48,3 kPa). RATED WATER WORKING PRES- SURE Sprinkler VK319 Is rated for use with water working pressures ranging from the minimum 7 psi (48,3 kPa) up to 250 psi (1 724 kPa) for high - pressure systems. High- pressure (HP) sprinklers can be Identified by locating the number "250° on the deflector. Sprinkler VK305 Is rated to a mod- mum 175 psi (1 207 kPa) wwp. Factory tested hydrostatically to 500 psi (3 448 kPa). Spring: U.S.A. Patent No. 4,167,974 Deflector: U.S.A. Patent No. 4,296,816 Testing: U.S.A. Patent No. 4,831,870 Bulb: U.S.A. Patent No. 4,796,710 SPRINKLER MATERIALS Frame: Brass Castings UNS- C84400 Deflector: Copper UNS- C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assem- bly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS - 036000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS- S30400 Pip Cap Attachment: Brass UNS - C36000 Teflon® Coated Sprinklers Belleville Spring Sealing Assembly: Ex- posed Screw: Nickel plated Pip Cap: Teflon® Coated Polyester Coated Sprinklers Belleville Spring Sealing Assembly: Ex- posed ACCESSORIES Sprinkler Wrenches: A. Standard Wrench: Part Number 10896WB (available since 2000) or 05000CW/B (no longer available) B. Wrench for coated and recessed sprinklers: Part Number 07398W ** (available since 1990). **A 1 A° ratchet is required (not available from Vi- king). Refer to the "SPRINKLER ACCES- SORIES" section of the Viking Engi- neering and Design Data book. Note: Units of measure in parentheses may be approximations. Replaces page 43 a -b, dated February 28, 2003 (new sprinkler Form No. F 030103 base part number and SIN). Refer to technical data page QR1 -2 for general care, installation, and maintenance Information. Approval Chart Mlcrofast and MicrofastHP Quick Response Horizontal Sldewall Sprinklers perature KEY X Escutcheon (if applicable) Maximum 175 PSI WWP For Light or Ordinary Hazard Occupancies. actors must • = located 4° to 12° (102 mm to 305 mm) below the ceMng. r, - . • r - • jiF-i1iiall.1 u 1 - 1- Sprinkler SIN u ,r Maximum For LigM Hazard ° eflectors mu- be located ° 1, 1 = ti • 1MIFTWE 175 PSI WWP Occupancies Only. to 5 (102 mm to 162 mm) •t 1; - ■ .11 . >Iow the ceiling a ■ . %1 1` r - 1 1 1 1Ji + .-° E—�� i _ . _`= c- _ Sprinkler as • • l y •. 1 omm SIN l.�fr \ 1 11 1 - ■ 7., E IL :1111 ^J , � ��jr•-1♦' 6_. I. _ -1 .I , 1 i u.,, _1 1 . l TWIT [ t=J• - • ��l`)Yi '•• •1 - ∎I .. Ll - For ° - actors must Maximum 250 PSI WWP Light or Ordinary Hazard Occupancies. be located 4° o 12° (102 mm t • 305 mm) below the ceing. I, - , • ., 1 I " ai "ss 1, %.. - 1 -mac 1- Sprinkler T7 =s- • i1 • 1 1� SIN - i. - 1. • 11 1 3 • - _ .1i• 1 „- � el - It = 1 .1 1 ,11, _ - �w.mr 11 1 • - i 1 l!1rnmwzni 1`�'� • - • .10 - 1 .► _. . _ Approved Temperature Ratings A -155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 41°C) and 288 °F 141 °C B - 155 °F (68 °C),175 •F (79 °C), and 200 °F (93 ° Approved Finishes 1 - Brass, Bright Brass, Chrome- Enl oy ® , Whit Polyester°, Nalva�o� White Polk e te aleck Polyes and Black 2 - Brass Approved Escutcheons W - Standard surface-mounted escutcheons or the Microfest Model F -1 Adjustable Es- c or recessed with the Micromatic Model E-1 or E -2 Recessed Escutcheon X - Standard surface escutcheons or the Mlcrrofast Model F -1 Adjustable Escutch- eon Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K Factor shown Is for use when pressure Is measured in kPa. When pressure Is measured in BAR, multlplythe metric K Factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. 4 Accepted for use, City of New York Department of Buildings, MEA 89 -92 -E, Vol. 16. 5 The Microfast Model F-1 Adjustable Escutcheon is considered a surface - mounted escutcheon because it does not allow the fusible element of the sprinkler to be recessed behind the face of the wall or ceiling. 8 FM Approved for use in wet pipe sprinkler systems (or preaction systems qualifying as wet s ystems) for protection of occupancies described in the Factory Mutual Global Loss Prevention Data Sheets and Technical Advisory Bulletins. 7 Listed by Underwriter's Laboratories, Inc. for use In the U.S. and Canada. 8 cULus Listed as corrosion resistant NOTE Must be installed with deflector located between 4° and 8" (102 mm and 152 mm) fromwalls. Exception: Deflector may be located less than 4° (102 mm) from the wall In which the sprinkler is installed. Aiwalm lg2tali with the too of the deflector aligned parallel with the ceiling or roof. 2- 11 /16" (68.3 mm) p 1/2" it: of ' I / � \t -+, 4 " � ! 31,8 rim) 2 -1/16" (15 mm)--/ NI•T Microfast® Sidewall Sprinkler QR Horizontal VK305 or 2 -7/16" VK319 2 -5/32 (54• ilI� n 416 _ l (52,4 mm) 1 Minimum / _ 1170 ■) .. (61,9 mm) I 2 -5 /8" IIII RI Sprinkler VK305 with a Standard Surface - 1 Pr�iilf Mounted — or VK319 1/8° (3,1 Escutcheon Sprinkler VK305 with a Microfast Adjustable Installed mm) Figure 1 ( 66,7 mm) M°zimum or VK319 Installed Model F -1 Escutcheon Sprinkler 43 b May 2, 2003 WING® 4 ' .. TECHNICAL DATA MICROFAST AND MicrofastHP QUICK RESPONSE HSW SPRINKLERS (SIN VK305 & VK31 9) Replaces page 43 a -b, dated February 28, 2003 (new sprinkler base part number and SIN). Re- fer to technical data page QR1 -2 for general care, installation, and maintenance information. Form No. F 030103 Sprinkler Temperature Classification Nominal Sprinkler Temperature Rating (Fusing Point) Max. Ambient Ceiling Temp . Bulb Color Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue y Sprinkler n shfor Part Nos. 06661B, 066658, �06764B, 07 60, and 12281), Black Polyester (White (Black Poly finish for Part No. 0661 B) and Black Teflon Corrosion- Resistant Coatings': White Polyester (White Poly finish for Part Nos. 06661 B, 06665B, 06764B, 07060, and 12281), Black Polyester (Black Poly finish for Part No. 06661 B), and Black Teflon Footnotes 1 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 2 The temperature rating is stamped on the deflector. 3 The corrosion - resistant coatings have passed standard corrosion tests required by particu- lar approving agencies. Refer to the approval chart on page 51 b. These tests cannot and do not represent all possible corrosive environments, Prior to installation, verify through the end -user that the coatings are compatible with or suitable for the proposed environment The coatings indicated are applied to the exposed exterior surfaces only. NOTE: The spring is exposed on sprinklers w i t 1 o Finishes and Teflon coating. May 14, 2004 WING® TECHNICAL DATA MICROFAST AND MicrofastHP QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS PRODUCT NAME Viking Microfast® and MicrofastHP® Model M Quick Response Upright and Conventional Sprinklers 2. MANUFACTURER The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone: (269) 945 -9501 (877) 384-5464 Fax: (269) 945 -9599 e -mail: techsvcs@vikingcorp.com 3. PRODUCT DESCRIPTION Viking Microfast and MicrofastHP Quick Response Upright and Conven- tional (Old Style) Sprinklers are small thermosensitive spray sprinklers equipped with a 3 mm glass bulb. Viking Microfast® and MicrofastHP® Quick Response Upright and Conven- tional Sprinklers are available with sev- eral finishes, temperature ratings, and orifice sizes to meet design require- ments. The special Polyester and Tef- lon® coating can be used in decorative applications where colors are desired. In addition, the Polyester and Teflon® coatings are corrosion resistant, provid- ing protection against many corrosive environments. The pip cap and sealing assembly of the sprinkler is held in place by a 3 mm glass bulb. During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat - sensitive liquid in the glass bulb ex- a ands, causing the bulb to shatter, re- Note: Units of measure in parentheses may be approximations. Form No. F_080488 leasing the pip -cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler de- flector, forming a uniform spray pattern to extinguish or control the fire. 4. TECHNICAL DATA LISTINGS AND APPROVALS Referto the Approval Chart on page 51 b. Glass -bulb fluid temperature rated to -65 °F ( -55 °C). Minimum Operating Pressure: 7 psi (48,3 kPa). RATED WATERWORKING PRESSURE Sprinklers VK316 and VK340 are rated for use with water working pressures ranging from the mini- mum 7 psi (48,3 kPa) up to 250 psi (1 724 kPa) for high- pressure sys- tems. High - pressure (HP) sprin- Iders can be identified by locating the number "260" on the deflector. All Other Sprinklers: Maximum 175 psi (1 207 kPa) wwp. Factory tested hydrostatically to 500 psi (3 448 kPa). Sprinkler 51 a Spring: U.S.A. Patent No. 4,167,974 Bulb: U.S.A. Patent No. 4,796,710 Testing: U.S.A. Patent No. 4,831,870 SPRINKLER MATERIALS Frame: Brass Castings UNS- C84400 Deflector. Copper UNS-C19500 for Sprinkler Base Part Nos. 06661B, 06665B, 06764B, 07060, and 12281. Brass UNS-C26000 for all other Part Nos. Bushing (for Sprinkler Base Part Nos. 06719B, 06717B, and 12286): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS- 011000 and Stainless Steel UNS- S30400 Sprinklers with Teflon® Coating Belleville Spring: Nickel Alloy, exposed Screw: Nickel plated Pip Cap: Teflon® Coated Sprinklers with Polyester Coating Belleville Spring Sealing Assembly: Exposed AVAILABLE FINISHES Brass, Chrome - Enloy (patents pend- ing), White Polyester (White Poly finish for Part Nos. 06661 B, 066658, 06764B, 07060, and 12281), Black Polyester (Black Poly finish for Part No. 08661B), and Black Teflon® ACCESSORIES Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A B. Twelve -head capacity: Part No. 01725A Available since 1971. Sprinkler Wrenches: A. Standard Sprinkler Wrench: P a rt N o . 10896WB (available since 2000) or 05000CWB (no longer available). B. Wrench for coated and recessed sprinklers: Part No. 07398W • A 'A° ratchet is required (not available from Viking). Refer to the "SPRINKLER ACCES- SORIES" section of the Viking Engi- neering and Design Data book. Replaces page 51 a -b, dated February 27, 2004 (Sprinkler 06931 B is now VK327). Refer to technical data page QR1.2 for general care, installation, and mainte- nance information. Approval Chart Mlcrofasta' and MicrofastHP's Quick Response Upright and Conventional Sprinklers Temperature KEY t _ Finish A^r Escutcheon (if applicable) Maximum 175 PSI WWP Standard Orfftce Thread Size' Pr Sprinkler Description Nominal K- factor Overall Length Listings and Approvals NPT BSP PSIG Sprinkler Base Part No. SIN U.S. metric Inches mm cULus FM NYC VdS LPCB C( W 15 mm 175 Upright 066618 VK300 5.6• 8,1 2- 3/16 56 A6 A7 A6 — A7 — — 15 mm 175 Upright 07080 VK345 5.6 8,1 2- 3/16 58 — A3 — B1 A7 A7 W 15 mm 175 Conventional 06766B VK310 5.6 8,1 2- 3/16 58 A5 — A5 — A5 A5 Large Orifice 3/4° 20 mm 175 Upright 06665B VK350 8.0 11,5 2 -5/16 59 A4 A3 A4 B1 — — W 20 mm 175 Upright 067649 VK350 8.0 11,5 2- 5/16 59 A4 — A4 — — — 3/4° 20 mm 175 Conventional 067889 VK354 8.0 11,5 2 -5/16 59 A5 — A5 — — — Small Orifices W 15 mm 175 Uprights 06717B VK325 2.8 4,0 2 -3/16 58 A2 Al A2 — — — W 15 mm 175 Uprights 06719B VK327 4.2 6,0 2- 3/16 58 A2 — A2 — — — — 10 mm 175 Upright 06931B VK325 4.2 6,0 2 -3/16 56 — — — B1 — — Maximum 260 PSI WWP Standard Orifice Thread Size' Pr Sprinkler Description Nominal K- factor Overall Len Listings and Approvals NPT BSP PSIG Style Base Part No. SIN U.S. metrics Inches mm cULuss FM NYC VdS LPCB C E W 15 mm 250 Upright 12281 VK315 5.6 8,1 2 -3/16 56 A2 — A2 — — — Small Orifice '/° ( 15 mm 250 1 Uprights 1 12286 VK340 2.8 1 4,0 2 -3/161 56 A2 1 — 1 A2 1 — 1 — 1 — Approved Temperature Ratings A -155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) B -155 °F (68 °C) Approved Finishes 1 -Brass and Chrome- FJhloy 2 - Brass, Chrome- Enloy® White Polyester', Black Polyester', and Black Teflon 3 - Brass, Chrome-Enloe, and White Poly Finish 7 4 - Brass, Chrome-ENO?, White Poly Finial?, Black Polyester , and Black Teflon 5 - Brass, Chrome- Enloy® White Polyesters, and Black Polyester 6 - Brass, Chrome- Ergo?, White Poly Finish', Bladk Poly FINsli, and Black Teflon' 7 - Brass, Chrome- Enloy ® , White Poly Finish, and Black Poly Finish Footnotes 1 Base part number Is shown. For complete part number, refer to Viking's current price schedule. 2 This chart shows the listings and approvals available atthe time of prinflng. Other approvals may be In process. Check with the manufacturerfor any additional approvals. 3 C E Certified, Standard EN 12259 -1, EC- certificate of conformity 0832 -CPD -2001. 4 The sprinkler orifice is bushed. Ustings and to s Usted by Underwriters Laboratories ies Inc. for se in the U.S. and Canada.rocically calculated wet systems only. 7 cULus Usted and NYC Approved as corrosion- resistant s FM Approved for use in wet pipe sprinkler systems (or preaction systems qualifying as wet systems) for protection of occupancies described in the Factory Mutual Global Loss Prevention Data Sheets and Technical Advisory Bulletins. s Metric K Factorshown is for use when pressure Is measured in kPa. When pressure is measured in BAR, multiply the metric K-Factor shown by 10.0. Number 219-76-SA. 1. "Accepted Accepted for u se , Ci of New o f D en o Buildin A p gs, MEA 89 -92-E Vol Sprinkler 51 b May 14, 2004 VIKING® TECHNICAL DATA MICROFAST AND MicrofastHP QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS Replaces page 51 a-b, dated February 27, 2004 (Sprinkler 06931 B is now VK327). Refer to Form No. F_080488 technical data page QR1 -2 for general care, installation, and maintenance Information. PO TTER The Symbol of Protection U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION The Model VSR F is a vane type waterfiow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2° thru 8° (50mm thru 200mm). LPC approved sizes are 2° thru 8° (50mm thru 200mm). The unit may also be used as a sectional waterfiow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die - cast housing. The cover is held in place with two tamper resis- tant screws which require a special key for removal. A field in- stallable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. PRINTED IN USA MKT. #8800001- REV w MFG. #5400761 - 7/02 VSRrF VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD UL, ULCandCSFMListed ,FMandLPCBApproved,NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate for Alarm: 10 GPM (38 LPM) Maximum Surge: 18 FPS (5,5 m/s) ContactRatings: Two sets of SPDT (Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2° conduit Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die -cast housing. • NEMA4/1P54 Rated Enclosure - use with appropriate conduit fitting. • Temperature Range: 40 °F /120 °F, 4,5 °C/49 °C • Non - corrosive sleeve factory Installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR -CF. Service Use: Automatic Sprinkler NFPA 13 One or two family dwelling NFPA 13D Residential occupancy up to four stories NFPA 13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 INSTALLATION: See Fig2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 6° (15cm) of a fitting which changes the direction of the waterflow or within 24° (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 21/2° (65mm) devices require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm t2mm). All other sizes require a hole with a diameter of 2° ±1/8" (50mm t2mm). Clean the inside pipe of all growth or other materiaal for a dis- tance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease It Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft -Ibs. (68 n-m) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind In any way. Specifications subject to change without notice. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146.4161 • Phone: 800- 325- 3936/Canada 888. 882 -1833 • www.pottersignal.com PAGE 1 OF 2 PIKE SIZE HOLE SIZE B 20-0 2- to 2 1/2' 1 1/4- +1/8 -1/16 (50mm to 65mm) (33mm f2mm) S to 8' 2- *ye (B0mm to 2011mm) 50mm t2mm) APPROX RETARD SEiTNGS (N SECS.) I A 10-25 <d 0 0 B 20-0 C 39-86 - 90-70 p PRINTED IN USA POTTER FIG. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL CAUTION: An unlnsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection.in the event that the wire becomes dislodged from under the terminal. 2 SOS Or NCRIOILY OPEN C55522 eaOSEos O Z PAI NO MGM OA AIM COMM 55 0211521 a90 MD= WEN INC MCC 5 IN The Symbol of Protection NmS20 m NELTUDI FIG. 2 OPTIONAL TAMPER SWITCH RETARD ADJUSRENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A 'B' SETTING 5 USUALLY ADEQUATE FOR THIS. FACTORY 15 SET 10 TO INSTALL DRILL KOLEAS INDICATED: Cover Tamper (with cover in place) ONO (a) c 1 DWG. 1761 -30 WC MOWS FiG. 3 TYPICAL ELECTRICAL CONNECTIONS mama vas Ma nal C5 TIRE NA. ME P 54,1 L°— Ell C J C O 0 ICS 1E1 ES] ■■ I. ■■ BOO O NOT 0O ONO TAN-O DIRECTION OF WATERFLOW VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME NOTES: 1. The Model VSR-F has two switches, one can be used to operate a central station, pro- prietary or remote signaling unit, while the other contact Is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product Is that the electri- cal entry must be sealed to exclude moisture. 3. For supervised circuits see 'Switch Terminal Connec- tions° drawing and caution note (Fig. 1). TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 50FT.-LBS (68 n -m) OF TORQUE MOUNT ON PIPE 50 ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE N OPPOSITE DIRECTION OF WATERFLOW FIG. 4 To remove knockouts: Place screwdriver at edge of knock- outs, not in the center. APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterfow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR -F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. MKT. #8800001 - REV W PAGE 2 OF 2 MFG. #5400761 - 7/02 Stock No.1113000 U.S. Pat. No. 3921989, Canadian Pat No. 1009680 Other Patents Pending The Model VSR-SF is a vane type waterflow swltch for use on wet sprinkler systems that use 1° (25mm), 1 1/4° (32mm), 1 1/2° (38mm) or 2° (50mm) pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when a flow of 8-10 gallons per minute (30-38 LPM) or more occurs downstream of the device. The flow condition must e for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted in horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6° (15cm) of a valve, drain orfiting which changes the direction of the waterflow. Select the proper paddle for the pipe size and type of TEE used see Fig. 1 for instructions on changing paddle. The unit has a 1° NPT bushing forthreading into a non-corrosive TEE. See Fig. 2 for proper TEE size, type and installation. Use no more than three wraps of teflon tape. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800 - 325- 3936/Canada 888- 882 -1833 • www.pottersignai.com PRINTED IN USA POUER The Symbol of Protection FOR SMALL PIPE VSR-SF VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD UL, ULC, CSFM Listed and NYMEAAccepted, CE Marked Service Pressure: Up to 250 PSI (17,2 BAR) Minimum Flow Rate for Alarm: 8-10 GPM (30-38 LPM) Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die -cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2° conduit Usage: Usted plastic, copper and schedule 40 iron pipe. Fits pipe sizes -1° (25mm), 1 1/4° (32mm), 1 112° (38mm) and 2° (50mm) Note: 12 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1° (25mm) CPVC, one for 1° (25mm) CPVC (Central), one for 1 1/2° (38mm) polybutylene and one for 1 1/2" (38mm) threaded (Japan). (CTS - Copper tubing size) Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. • NEMA 4/IP55 rated enclosure - use with appropriate conduit fitting. • Temperature range: 40° F to 120° F, 4,5° C to 49° C) Caution: This device is not Intended for applications In explosive environments. Service Use: Automatic Sprinkler NFPA -13 One or two family dwelling NFPA -13D Residential occupancy up to four stories NFPA -13R National Fire Alarm Code NFPA -72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 Screw the device Into the TEE fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of waterflow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installa- tions with the proper adapters so that the specified TEE fitting may be installed on the pipe run. INSPECTION AND TESTING: Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an Inspector's test valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable The frequency of the inspection and testing and its associated protective monitoring system should be In accordance with the applicable NFPA Codes and Standards and/or authority+ having jurisdiction (manufacturer recommends quarterly or more fre- quently). MKT. #8800003 - REV AA PAGE 1 OF 2 MFG. #5400802 -11102 APPROXIMATE DEPTH RECUMBENT TEE SIZE THREADED SWEAT CIS POLYSUiYLENE CPC 1" x 1' x 1" 2 1/16" 1 3/4' N/A 2 7/16" 1 1/4' x 1 1/4' 1 1' 2 7/113' 2 7/16" N/A N/A 1 1/2" x 1 1/2' x 1" 2 11/16' 2 1/4' 2 1/2" N/A 2." x 2" 41 3 3/16' 2 3/4" N/A N/A POTFER The Symbol of Protection FIG. 1 Retard Adjustment To change time, tum knob (either direction) for desired time delay. Use the minimum amount of retard necessary to prevent false alarms. A 'B' setting is usually adequate for this. Factory set at 13°. FIG. 3 2 SETS OF NORMALLY OPEN CONTACTS MOSE ON ALARM (C] THE NO AHO NO YAK ON THE MATCH ARE FOR AN ALNar CONDITION. TM CONTACTS ARE REVERSED SMEH THE DUCE 6 IN THE NORMAL mom. POSITIVE OC OR HOT AC NEGATIVE DC OR NEUTRAL. AC Important. There are 12 paddles fur- To • r Loma APPLY mum TAPE IaFAIA>m nlshed with each unit One for TO MALE AMENS ONLY. DO NAT USE ANY OTHER each size of threaded sweat or TIPS of umac" OR EmPAIT• plastic TEE as described in Fig. 2. These paddles have raised lettering that shows the pipe sae and type of TEE that they are to be used with. The proper paddle must be used. The paddle must be properly attached (see drawing) and the screw that holds the pad- dle must be securely tight- ened. APPROX. REUSS SERIF nit SEC) O 10 - -20 20-40 33 811-70 � R0 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL FIG. 4 TYPICAL ELECTRICALCONNECTIONS morsnsw PANEL FIRE *2143. C:.1 \C3i f - — — • WA �■ - ■■ Dui 1741-2 FIG. 2 APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. PRINTED IN USA MKT. #8800003 - REV AA MFG. #5400802 - 11/02 FOR SMALL PIPE VS RS F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Screw the device into the tee fitting as shown. Care nit be taken to properly orient the device for the direction of watertiow. On sweat tees, no threaded bushings, inserts, or adapters are permitted, unless they comply with the dimensions lamed in the chart below. Important - The depth to the inside bottom of the tee should have the following dimension= OW5. 11735 -33 Warning: Do not use more than three wraps of teflon tape. CAUTION: An unlnsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. NOTE& 1. The model VSR-SF has two switches, one can be used to operate a central station, proprietary or remote signal- ing unit, while the other is used to operate a focal au- dible or visual annundator. 2. For supervised circuits see "Switch Terminal Connec- tlons° drawing and caution note (Fig. 3). FiG. 5 To remove knockouts: Place screwdriver at edge of knock- outs, not in the center. PAGE 2 OF 2 PRINTED IN USA POTTER OSYSU -1 Stock No. 1010106 OSYSU -2 Stock No. 1010206 The Symbol of Protection GENERAL INFORMATION The OSYSU is used to monitor the open position of an OS & Y (outside screw and yoke) type gate valve. This device is available in two models; the OSYSU -1, containing one set of SPDT (Form C) contacts and the OSYSU-2, con- taining two sets of SPDT (Form C) contacts. These switches mount conveniently to most OS & Y valves ranging in size from 2° to 12 (50mm to 300mm). They will mount on some valves as small as 1/2" (12,5mm). The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is furnished with each device and should be left with the building owner or responsible party. Replacement or additional cover OSYSU -1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH UL and CSFM Listed, FM Approved, NYMEA Accepted, CE Marked Dimensions: 6.19°1 X 2.25°W X 5.88 °H 15,7cm L X 5,7cm W X 14,6cm H Weight: 21bs. (0,9 kg.) Enclosure: Cover - Die -Cast Finish - Red Spatter Enamel Base - Die Cast Zinc All parts have corrosion resistant finishes. Cover Tamper Tamper resistant screws, Optional cover tamper Id available. Contact Ratings: OSYSU -1: One set of SPDT (Form C) OSYSU -2: Two sets of SPDT (Form C) 15.00 Amps at 125/250VAC 2.50 Amps at 30VDC resistive Environmental Limitations: • NEMA 4 and NEMA 6P Enclosure (IP67) when used wlth appropriate watertight conduit fittings. • Indoor or Outdoor use (Not for use In hazardous locations. See bulletin no. 5400705 OSYS -U-EX for hazardous locations.) • Temperature Range: -40 °F to 140 °F (-40 °C to 60 °C) Conduit Entrances: 2 knockouts for 1/2° conduit provided Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fre Alarm Code NFPA-72 screws and hex keys are available. See ordering Informa- tion on page 4. OPTIONAL COVER TAMPER SWITCH A field installable cover tamper switch is available as an option which may be used to indicate removal of the cover. See ordering information on page 4. TESTING The OSYSU and its associated protective monitoring sys- tem should be inspected and tested in accordance with applicable NFPA codes and standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). Potter Electric Signal Company • 2081 Craig Road, St Louis, MO, 63146 -4161 • Phone: 800 - 325- 3936/Canada 888 -882 -1833 • www.pottttersignal.com MKT. #8820004- REV P PAGE 1 OF 4 12/01 POTTER FIG. 1 SMALL VALVE INSTALLATION -1/2" THRU 2112" (12,5mm THRU 63,5mm) SIZES THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2" TO 12° OS & Y VALVES. THEY WILL MOUNT ON SOME VALVES AS SMALL AS 1/2" (12,5MM). J -HOOKS MAY BE REQUIRED ON VALVES WITH UMITED CLEARANCE. The Symbol of Protection SMALL VALVE INSTALLATION 1. Remove and discard "C" washer and roller from the trip rod. 2 With the valve In the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non- threaded portion of the valve stem. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that It contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length Is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the 1' (25mm) long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. 4. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. On valves with limited clearance use J -hooks supplied instead of the carriage bolts and clamp bar to mount the OSYSU. 5. Mark the valve stem at the center of the trip rod. PRINTED IN USA MKT. #8820004 - REV P 12/01 OSYSU-1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH SLOTTED MOUNTING HOLES MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET BRACKET DWG. #979 -3 6. Remove the OSYSU. File a 1 /8" (3,2mm) deep groove centered on the mark on the valve stem utilizing a 3/16° (4,8mm) round, non- tapered file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 7. Mount the OSYSU with the trip rod centered In groove. 8. Final adjustment is made by loosening 2 screws (see Fig. 1) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate when the trip rod moves out of the groove. 9. Tighten the adjustment screws and all mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one tum when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION. PAGE 2OF4 PO TFER The Symbol of Protection FIG. 2 LARGE VALVE INSTALLATION - 3" THRU 12" (76mm THRU 300mm) SIZES 3" THRU 12" (76mm THRU 300mm) VALVES USE CARRIAGE BOLTS. BOLTS MOUNT ON INSIDE OF YOKE, IF THERE IS SUFFICIENT CLEARANCE. SLOTTED MOUNTING HOLES. MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET. DWG. #979 -4 LARGE VALVE INSTALLATION 1. With the valve In the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non- threaded portion of the valve stem. 2. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. 3. Loosen the locking screw that holds the trip rod In place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one 1° (25mm) long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 proce- dure. 4. Mark the valve stem at the center of the trip rod. 5. Remove the OSYSU. File a 1/8° (3,2mm) deep groove centered on the mark of the valve stem utilizing a 3/8° PRINTED IN USA MKT. #8820004 - REV P 12101 OSYSU -1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH BRACKET CLAMP BAR CARRIAGE BOLTS (2 REQUIRED) ROLLER GROOVE YOKE VALVE STEM TRIP ROD GLAND (9,5mm) round, non - tapered file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 6. Mount the OSYSU loosely with the trip rod centered in groove. 7. Final adjustment Is made by loosening 2 screws (see Fig. 2) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated In the valve stem groove and that the switches activate wfihin one tum when the valve is operated from the FULL OPEN towards the CLOSED position. 8. Tighten the adjustment screws and mounting hardware. Check to Insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION. PAGE 3 OF 4 FIG. 3 ago POTTER Ilse OMPOSO a 1 BREAKING EXCESSIVE ROD LENGTH FIG. 5 The Symbol of Protection DIMENSIONS mt I -a {79-11 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL owO Ims-3 CAUTION: An unlneulated section of a single conductor Contacts shown hi normal (valve open) condition. should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervi- sion of the connection In the event that the wire becomes dislodged from under the term nel. ORDERING INFORMATION MODEL DESCRIPTION STOCK NO. OSYSU -1 Outside Screw & Yoke - Supervisory Switch (Single switch) 1010106 OSYSU -2 Outside Screw & Yoke - Supervisory Switch (Double switch) 1010208 Cover Screw 5490344 Hex Key for Cover Screws and Installation Adjustments 5250062 Optional Cover Tamper Switch Kit 0090131 For pressure reducer type valve installation kits (if required) contact valve manufacturer. PRINTED IN USA MKT. #8820004 - REV P 12/01 OSYSU -1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH FIG. 4 PARTS TYPICAL ELECTRICAL CONNECTIONS LOCAL CIRCUIT TO POWER FOR INDICATING DEVICE TO SUPERVSORr CIRCUIT OF CONTROL PANEL END OF LINE RESISTOR DWG. #979 -1 TYPICAL SWITCH ACTION OPEN VALVE POSITION CLOSED VALVE POSITION cou. N.O. N.O. SW it SW II � COW! �, SW #2 SW d2 N.C, DWG. #979 - 2 INDICATING DEVIL: PAGE4 OF4 POTTER The Symbol of Protection PCVS -1 Stock No. 1010107 PCVS -2 Stock No. 1010207 The Model PCVS is a weather proof and tamper resistant switch for monitoring the open position of fire sprinkler control valves of the post indicator, butterfly and other types. Depending on the model, one or two SPDT (Form C) contacts are provided which will operate when the valve position is altered from an open state. The unit mounts in a 1/21 NPT tapped hole in the post indicator or butterfly valve housing. The device Is engaged by the indicating assembly of the post indicator or the operating mechanism of the butterfly valve, actuating switches) when the valve is fully open. The unit should be Installed where it is accessible for service. The cover is held hi place by two tamper resistant screws that require PRINTED IN USA MKT. #8820001 - REV T 12/01 PCVS -1, -2 CONTROL VALVE SUPERVISORY SWITCH UL and CSFM Listed, FM Approved, NYMEA Accepted, CE Marked Dimensions: 4.75 x 225'W x 72"H (stern extended) 1Z1 cm L x 5,7can W x 18,3cm H Weight: 1.35 Ib. (0,61 kg.) Enclosure: Cover - Die-cast Finish - Red Spatter Enamel Base - Die Cast Zinc All parts have corrosion resistant finishes. Cover Tamper: Tamper Resistant Screws, Optional cover tamper kit available Mounting: 1/2° NPT Contact Rating: PCVS -1: One set of SPDT (Form C) PCVS -2: Two sets of SPDT (Form C) 15.00 Amps at 125/250VAC 2.50 Amps at 30VDC resistive Environmental Limitations: -40°F to +140 °F (-40°C to 60°C) NEMA 4 and NEMA 6P Enclosure (IP67) when used with appropriate watertight conduit fittings. Indoor or Outdoor Use (Not for use In hazardous locations. See bulletin no. 5400694 PIVS -U-EX for hazardous locations.) Conduit Entrances: Two knockouts for 1/2° conduit provided. Service Use: NFPA-13 Automatic Sprinkler One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA -13R National Fire Alarm Code NFPA 72 a special tool to remove. The tool is furnished with each device and should be left with the building owner or responsible party. Replace- mad or additional cover screws and hex keys are available. See ordering information. OPTIONAL COVER TAMPER SWITCH: A field installable cover tamper switch is available as an option which may be used to indicate removal of the cover. See ordering information. TESTING: The PCVS and its associated protective monitoring system should be tested in accordance with applicable NFPA codes and standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). ORDERING INFORMATION NO. 101 MODEL DESCRIPTION STOCK N PCVS -1 Potter Control Valve Switch (single switch) 010107 PCVS -2 Potter Control Valve Switch (double switch) 11010207 Cover Screw Hex Key for Cover Screws and Installation Adjustments 5250062 — PBK-S Pratt Butterfly Valve Kit - Up to 12" (300mm) 1132 PBK -L Pratt Butterfly Valve Kit 0090 - 14° (355mm) and Up PVK Pratt Valve Kit 1000060 000 6 Optional Cover Tamper Switch Kit 0090143 — KBK Kennedy Butterfly Valve Kit For pressure reducer type valve installation kits (if required) contact valve manufacturer. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800- 325 - 3936 /Canada 888 - 882 -1833 • www.poftersignal.com PAGE 1 OF 4 FIG. 1 (ZO ) (1s 2mn) (2gaem) 4") PO7TEIt as KMACtED DEIDIUNX sEGODa am DM= The Symbol of Protection DIMENSIONS TYPICAL INSTALLATIONS ON POST INDICATOR VALVE HOUSINGS Refer to Fig. 2 for the location of parts desk in the following instructions. NOTE if the sprinlder system Is in service the owner or authorized representative should benotified, before any work Ls done on the system, that the valve controlling the water supply to the system may be closed for periods of time during the installation and testing of thls device, resulting in all or portions of the system being inoperative during these periods. If the system is not in service and valve Is dosed, be sure that opening the valve will not allow any unwanted water flow due to openings in the system, such as heads off, broken or Incomplete piping, etc. 1. Position the valve to fully open TOPE N' should appear in the window of the housing). Partially close the valve while observing the direction that the target assembly moves. Reopen the valve. If the valve housing Is predrliled with a 1/T NPT for installation of a monitoring switch, remove the l /2' plug and fully open the vaive. Makesure that`OPEN appears in the window of the housing. GO TO STEP N0.6. 2. Remove the head and target assembly (consultation with valve manufac- turer is recommended). 3. If the target assembly moved up as the valve was closed, measure the distance from the bottom of the head to the lower part of the target assembly that wID contact the trip rod of the PCVS (see Fig. 3). This Is usually a plate or bar on the target assembly, on a side adjacent to the 'OPE WSHUT plates. Subtract 1/8' from the measurement If the target moved down as the valve was dosed, measure the distance from the bottom of the head to the upper portion of the target assembly that will contact the trip rod of the PCVS (see Fig. 4). Add 1/8' (3,2mm) to this measurement. 4. Mark the housing at the proper location. Using a 23/3 (18,2mm) drill bit, dri l and then tap a 112' NPTin the housing on the side that colnddeswith the portion of the target assembly that will engage the trip rod of the PCVS. 5. Replace the head and target assembly. 6. Loosen the socket head screw that holds the nipple in the PCVS and remove the nipple. 7. Screw the Iocvrut that is provided onto the nipple. 8. Screw the nipple into the 1/2" NPT hole in the valve housing - hand tighten. Tighten the Iocknut against the valve housing to secure the nipple firmly in place. 9. Insert a scale or probe thru the nipple to measure the distance from the FiG. 2 PRINTED IN USA MKT. #8820601 - REV T 12/01 PCVS -1, -2 CONTROL VALVE SUPERVISORY SWITCH PARTS (SEE FIGS. 3 THRU 6) open end of the nipple to the target assembly. Subtract 1/T (12.5mm) from this measurement NOTE In some cam, it may be necessary to attach an angle bracket to the target assembly to engage the PCVS trip rod. 10. Using the special tool provided, loosen the two cover screws and remove the cover from the PCVS. 11. Loosen the locking screw that holds the trip rod in place and adjust the rod length, from the end of the collar to the end of the rod, using the dimension determined in Step 9. Tighten the locking screwto hold the rod in place. NOTE If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one (1) Inch long notched section (see Fig. 7). Reinstall trip rod and repeat Step 11 procedure. 12. Partially dose the valve (3 to 4 revolutions of the handle/hand wheal). 13. Slide the PCVS unit as far as possible onto the nipple, observing which direction the rod wil move when the valve is closed. Orient the device to actuate the switches when the valve is open. Tighten the socket head screw in the collar. 14. Carefully open the valve to the fully open position As the target moves to the open position it should engage the trip rod and actuate the switch(es). There should be a minimum overtravel of 112 revolution ofths handlelhand wheel after the switches) actuate (a continuity meter connected to each set of contacts is one method that could be used to detem ine this). 15. Slowly close the valve. The switch must operate during the first two revolutions of the handle/hand wheel or during 1/5 of the travel distance of the valve control apparatus from Rs normal condition. NOTE Snag adjustments of the target posMon may be necessary (consultation with valve manufacturer is recommended). 16. Complete the required electrical wiring, connections and tests. The valve should be operated through the entire cycle of fully closed and fully open to determine the integrity of the PCVS installation and the signaling system. Check that all electrical and mechanical connections are secure. 17. When the installation and testing are complete, retum valve to its proper position. 18. Alterative installation for other post indicator valve housing shown in Fig. 5 and 6. PAGE 2 OF 4 FIG. 3 POUER The Symbol of Protection FIG. 4 Notes: 1. Subject to the approval of the °authority having jurisdiction' the alternate method of installation shown In Flg. 5 may be used. In this method, one of the glass windows of the housing Is replaced with a 1/4' thick metal plate that Is cut to fit in place of the glass and drilled and tapped to receive the 1/2' NPT pipe nipple. In some cases it maybe necessary to attach en angle bracket to the target assembly to engage the PCVS trip rod 2. If the target is stationary and a hood arrangement is used, such as is shown In Flg. 8, the hood must be drilled with a 23132' drip and tapped with a 12' NPT. The center One of this hole should be 1/8' below the portion of target assembly that strikes the PCVS trip rod. The 11 3/8' dimension shown is for a Clow Valve. Flexible conduit must be used for this type of Installation. TYPICAL INSTALLATION ON A BUTTERFLY VALVE (SEE FIGS. 9 AND 10) Refer to Flg. 2 for location of parts described In the following hmtructlons: 01. Remove the 1/? NPT plug from the gear operator case. B2. Loosen the setscrewthatholdsthenipp lelnthePCVSandremovethenipple. B3. Screw the Lock u t that is provided onto the nipple. B4. Screw the nipple into the 12' NPT hole in the gear operator -hand tighten. Tighten the to kraut against the case, to secure the nipple firmly in place. 85. Partially close the valve (3 or 4 revolutions of the hand wheal or crank). 88. Using the special tool provided, loosen the two cover sc ews and remove the cover from the PCVS. 137. Loosen the loddng screw that holds the trip rod in place. Estimate trip rod length required and extend tightly past that point. Slide the PCVS unit as far as possible onto the nipple, observing which direction the rod MI move when the valve Is closed. Orient the device to actuate switches when valve Is open. NOTE If trip rod length Is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one (1) inch long notched section (see Fig. 7). Reinstall trip rod and repeat Step B7 procedure. B8. Remove device from ripple and withdraw trip rod 1/32° (0,80mm) (this dimension Is Important). Tighten the Ioddng screw to hold the rod In place. Re- install the device on the nipple. Tighten the screw In the collar FIG. 7 BREAKING EXCESSIVE ROD LENGTH PRINTED IN USA DWG. 1980 -13 FIG. 5 against the nipple. NOTE: In some rases it maybe necessary remove the gearboxcover to ensure toured operation (consultation with the valve manufactrer la recommended). Carefully open the valve to Its full open position, as the boss on the gear hub moves to the open position It must engage the PCVS trip rod and actuate the switch(es). There should be a minimum overt ravel or revolution of the crank or hand wheel after the switch(es) actuate (a continuity meter connected to each set of contacts is one method that could be used to determine this). NOTE: Slight adjustment of gear stops may be necessary to prevent overtravel of the trip rod (consultation with valve manufacture Is recom- mended). B10. Carefully dose the val ve. Theswitch (es)mustoperateduringthefrsttwo revolutions oft the crank or hand wheel or during 1/5 of the travel distance of the valve control apparatus from its normal condition. B11. Complete the required electrical wiring, connections and tests. The valve should be operated through the entire cycle of fully closed and fully open to determine the integrity of the PCVS installation and signaling system. Check that all electrical and mechanical connections are secure. B12. When the installation and testing are complete, return valve to its proper position. 09. MKT. #8820001 - REV T 12/01 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL FIG. 8 Deb. rm-3 PCVS-1, -2 CONTROL VALVE SUPERVISORY SWITCH FIG. 6 FLEXIBLE 11 3/8' CONDUIT (2cm) HOOD MOVES DOWN AS VALVE IS SHUT CAUTION: An unlnsulated section of a single con- ductor shoukl not be looped around the temthhal and serve as two separate connections. The wtre must be sev- ered, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal PAGE 3 OF 4 DRESSER INDICATING BUTTERFLY VALVE FIG.10 FIG. 13 PVK - PRATT PIVA POST INDICATOR VALVE KIT (STOCK NO. 1000060) Pratt Valve Kit as used to mount a PCVS on a Pratt Model PIVA Valve. Kft contains: Instructions, template, screw and nut. Note: This application is subject to the approval of the authority having jurisdiction. ITT GRINNELL/KENNEDY INDICATING BUTTERFLY VALVE FIG. 8 VALVE PARTIALLY CLOSED VALVE OPEN DWG. 1980 -8 FIG. 12 PRINTED IN USA POTTER The Symbol of Protection PBK - PRATT IBV BUTTERFLY VALVE KIT MODEL PBK-L Stock No. 0090132 (MDT -4S Actuator) MODEL PBK-M Stock No. 0090146 (MDT-3S Actuator) MODEL PBK-S Stock No. 0090133 (MDT-2S Actuator) Pratt Butterfly Valve Kit as used to mount a PCVS on a Pratt Model IBV Valve. Kits contain: Bracket, nuts and Instructions Note: This application is subject to the approval of the authority having jurisdiction. MKT. #8820001- REV T 12/01 PCVS-1, -2 CONTROL VALVE SUPERVISORY SWITCH TYPICAL. PRESSURE REDUCER TYPE VALVE INSTALLATION FIG.11 i /ir(1,emrn) 6401. GAP ONG. 1880 -10 COCONUT NIPPLE Thistigure shows the Model PCVS mounted on the valve yoke, wfth a bracket supplied by the valve manufact to supervise a pressure reducer Note: This application Is subject to the approval of the authority having jurisdiction. TYPICAL ELECTRICAL CONNECTIONS Please Note: This device should be wired in accordance with the applicable parts of the National Electrical Code, ali state and Iocal codes, applicable NFPA Standards and the requirements of the authority having Jurisdiction. FIG. 14 rr TO POWER Fan Re• MOW= DEVICE II La a. aRCIAT TO SUPERVISORY CIRCUIT OF CONTROL PANEL Door 1mE RESISTOR oso. isao -la Contacts shown in normal (valve open) condition. TYPICAL SWITCH ACTION OPEN VALVE POSmoN CLOSED VALVE POSiTION tcu N.O. COn. �N.o. SW it SW 71 ��o I CON j N.a COM. SW 12 SW 12 j L DW0. 1980 -11 Switches Shown in Valve Open Position PAGE 4 OF4 March 18, 2002 N1KING TECHNICAL DATA WATER PRESSURE GAUGE 1. PRODUCT NAME Water Pressure Gauge. 300 psi rated • Part Number 01934A • Available since 1977 2. MANUFACTURED FOR The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone: (616) 945 -9501 (877) 384 -5464 Fax: (616) 945 -9599 e techsvcs@vikingcorp.com 3. PRODUCT DESCRIPTION Viking Water Pressure Gauges give vi- sual indication of the water pressure available to the fire protection system. 4. TECHNICAL DATA LISTINGS AND APPROVALS UL and ULC Listed, FM Approved MATERIALS Case: ABS (Acrylonitrile Butadiene Sty- rene) Window: Polycarbonate Dial: Black figures on White Back- ground Black, Aluminum Movement Suspended Spring with Polyester Segment Bourdon Tube: Bronze Socket Brass, Soft Soldered Connection: 1 /4° NPT Working Pressure: 300 psi (2 068 kPa) 5. AVAILABILITY & SERVICE The water gauge is available through a network of Domestic, Canadian, and In- ternational Distributors. See the Yellow Pages of the telephone directory for your closest distributor (listed under "Sprinklers Automatic Fire") or contact The Viking Corporation. Viking Technical Data may be fund on The Viking Corporation's Web site at http://www.vildngcorp.com. The Web site may include a more recent edition of this Technical Data Pape. 6. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Vi- king directly. 7. INSTALLATION A. Gauges are to be installed In accor- dance with the latest published stan- dards of the National Fire Protection Association or other similar organi- zations, and also with the provisions NOTE: Units of measure in parentheses may be approximations. Form No. F_052197 of govemmental codes, ordinances. and standards whenever applicable. B. Gauges must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install gauges that have been dropped or damaged in any way. Such gauges should be de- stroyed immediately. C. Adequate heat must be provided where gauges are installed. D. The gauges must be protected from mechanical damage. Install the 906 a A B C D E 3- 45/64 1-9/64' 2- 23/32' 9/16' 15/32' (94 mil) (29 may) (69 rim) C14 , m) (12 ma Figure 1 Water Pressure Gauge Dimensions gauges according to the following steps: 1. Apply a small amount of pipe-Joint compound or tape to the external threads of the gauge only. Take care that no Joint compound is al- lowed into the orifice of the gauge. 2. Tum the unit clockwise to thread the gauge into the 1/2' (15 mm) NPT outlet of the coupling. DO NOT over - tighten the gauge. Replaces page 906 a -b, dated July 1, 1999. (Re- moved 600 PSI gauge and revised front view drawing of gauge. Now shows manufacturer, Ashcroft). CENTRAL Sprinkler Plead Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on -site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on -site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock -outs to accommodate either W' or %° N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. Technical Data Model: Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non - domestic Capacity 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads Dimensions: 3 head - 5" high x 7'/" long x Nu deep 6 head - 5° high x14 " long x3'/<"deep 12 head - 5° high x 14 long x 5° deep Weight: 3 head -1.5 lbs. 6 head - 2.3 lbs. 12 head - 4 lbs. S,6 &12 Head Sprinkler Head Cabinet 01994 Central Sprinkler Company Printed in U.SA Installation Central's Sprinkler Head Cabinet is designed with two Yi " diameter holes for wall mounting or direct attachment to the system riser with a strap -type hanger. The Cabinet should be installed at or near the system control valve and must be stocked with an adequate supply of spare sprinklers and a sprinkler wrench. The stock of spare sprinklers should include sprinklers of each type and temperature rating as are installed in the sprinkler system, in the following quantities: Sprinklers In System under 300 300 -1000 over 1000 Spare Sprinklers Required 6 12 24 The Cabinets are designed to accept both V' %° N.P.T. threaded sprinklers. For V' sprinklers, leave the removable knockout in the hole. For %° N.P.T. sprinklers, insert a screwdriver blade from the front top of the shelf and under the near bottom part of the knockout annular ring. Press the screwdriver handle down to remove the knockout ring. The hole, with the knockout ring removed, will accept a %° N.P.T. sprinkler. Care& Maintenance The Cabinet, wrench, and stock of spare sprinklers should be inspected at least quarterly. The following items should be checked: 1. The Cabinet should be readily accessible, and not exposed to a corrosive atmosphere or temperatures in excess of 100 °F /38°C. 2. The stock of spare sprinklers should include an adequate number of each type and temperature rating. 3. The stock of sprinklers must be in good condition. 4. A sprinkler wrench of the appropriate type must be included in the Cabinet. CENTRAL Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 Phone (215) 362 -0700 FAX (215) 362-5385 Alt When placing an order, indicate the full product name. Please specify the quantity, model, style, capacity, and size. Sprinklers, wrenches, and hard- ware for hanging are not supplied with the Cabinet They must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362 -0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Converslon Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Ordering Information Conversions are approximate. Hd.Cab2 The Ames Backflow Preventer: Lighter, Shorter, Better Flowing Than Any Other R. Approvals :. ... • Lowest documented head loss • Non - Corrosive 300 series stainless steel (lead free) construction. Application ::_ : . The Ames 3000ss protects the potable water system by preventing backflow from fire protection systems. The device also detects leaks or unauthorized use of water from fire protection lines Operation In the incidence of minimal water flow, the valve clapper remains closed so that the water flows through the bypass loop. When major water flow is required, the water pressure will open the main valves to allow full water flow. Installation The 3000ss should be installed with adequate clearance and easy accessibility for maintenance and testing. The 3000ss may be installed vertically or horizontally. Refer to local codes for specific installation requirements. • 40% shorter end to end dimensions for compact, inexpensive installation. • Excellent for retrofit installations • 50% lighter in weight, reduces installation and handling costs. • Fully serviceable Milne, no special tools • Pretested cam -check (patented) * assembly for long term reliability, low head loss, ease of serviceability. • Single two -bolt grooved style cover for quick and easy access • Only ASSE 1048 approved assembly for vertical and horizontal applications. • Made in U.S.A. • Head loss equal to less than single detector check valve. ® National Approvals Approved by national approval agencies.** FLUID CONTROL SYSTEMS *Pat #5,046,525 SIZE A 8 C D E (Open) F N r 1 •) N ,M a g b d 68# 2 22° 37° 10° 3 16 12 155# 3° 22° •38" 10° 3 3/4" 22" 13° 230# 70# 4° 22° 40° 10" 4 23'/2° 141/2° 240# 73# 6° 271/2° 48 15° 5 30° 15'/2° 390# • 120# 8° 29'/x° 52 15° 6 3/4° 37 3/4" 18 572# 180# 10° 291/2° 551/2" 15° 8° 48" 19 774# 190# 12° 29 57 15" 9 54° 21° 1044# 220# Det ector ASSe im Ames 3000ss - Weights & Dimensions (Inches) 10 1 6 I6 10 6 a 2 0 0 10 16 4 2 0 0 2 0 ® 2W' & 3 DooumeatedRow Characteristics (including shut -of valves) 200 300 400 Row Rae (QPM) ® 8'' Documented Row Characteristics (including shut -of valves) 106 100 • 300 400 Rowlott° (GPM :. 4 " Docume Red Frow Characteristics (Including shut -off valves) 1 1 250 500 • 750 1000 Rownale (GPM) 500 1 !- 500 800 GPM 800 GPM Specifications The double check detector assembly consists of two independently • operating, spring loaded check valvs, two UL, FM, OSY resilient wedge gate valves, and bypass assembly. The ifypas assembly consists ofa meter (cubic It orgallons), a double check including shutoff valves and required test cocks. Each cam-check shallbe intemally loaded and provide a positive drip tight closure against reverse flow. Cam -check Includes a stainless • 10 M6 4 2 10 6 2 0 0 10 16 0 0 Physical Characteristics Sizes - 2 ", 3", 4 ", 6 ", 8 ", 10 ", 12" Rated working pressure - lT5 psi Hydrostatc Pressure - 350 psi Temperature range - 32°F - 110°F Body material - 300 series stainless steel Frange dimension in accordance with AWWA Class D Assembly shall be ASSE 1048 approved for vertical installations. 8 "Documented Row Characteristics (lncluo7ngshut- offrakes) 1 1 I _I•7__1 – __ — I 0 1 1 1 1 0 400 800 1200 1600 2000 Row lone (GPM)_. . ® 10 " Documented Flaw Characteristics (Including shut -off valves). 500 1000 1500. 2000 Flaw Me (GPM) 12 " Documented Row Characteristics (Including shut -off valves) 800 1200 1800 • 2400 Row Roue (GPM) • * *Contact the factory for specific approvals 530 - 666 -2493 1485 Tanforan Avenue : P.O. Box 1387 • Woodland, CA 95776 Fax 530- 666 -3914 2400 GPM 2500 3000 GPM 3200 4000 GPM steel cam arm and spring, rubber faced disc and a replaceable seat The body shall be manufactured from 300 series stainless steel, 100% lead free, through the water way, Oh a single Iwo -bolt grooved style access cover. No special tools shall be required for servicing. Double check detector shall be 3000ss. M82 -54 3/00 C900 NOMINAL SIZE (IN) cam) DR 1 OUTER DIAMETER (IN) 8'RRESSURE CLASS MINIMUM UFTS PER WP1L (IN) TRUCK x :50 FEET PER APPROXIMATE uFr WEIGHT(LB/1oo7 4 (100) 4.800 0.267 16 1020 251.6 6 (150) 6.900 0.383 16 440 521.2 8 (200) 9.050 0.503 20 200 903.0 10 (Woi 11.100 0.617 12 240 1364.4 12 (200) C9O0 NOMINAL SIZE (IN) 0.0 4 (100) 13.200 DR 14 OUTER DIAMETER IN) 4.800 0.733 28 PRESSURE CLASS MINIMUM M LIFTS PER WALL (IN) TRUCK 0.343 16 60-80 1935.8 20 0 FEET PER APPROXIMATE LFT WEIGHT(LB/1001 1020 317.5 6 (150) 6.900 0.493 16 440 658.7 8 (200) 9.050 0.646 20 200 1139.7 10 (250) 11.100 0.793 12 240 1722.3 12 (900) 13.200 0.943 28 60 -80 2445.5 VINYLTECH PVC • PIPE VINYLTECH AWWA C900 TECHNICAL DATA SUBMITTAL THE RIEBER SEALING SYSTEM The Rieber system provides a proven pipe joint with an excellent track record in the field. It is the fastest growing system in the world because of its many advantages. • Factory installed, locked -in gasket • The gasket is molded vs. extruded and The pipe bell forms over the gasket, spliced • making a perfect fit • Works equally well under pressure or • Avoids the possibility of installing the vaCUL11m wrong gasket • Three sealing points achieved vs. two • Reduces installation problems LEAK -PROOF JOINTS • • The locked -in gasket eliminates gasket roll-out during joining • "THE WORLDS BEST JOINT" PVC•PIPE 201 S. 61st Avenue • Phoenix, AZ 85043 602 233 -0071 •602 272 -4847 Fax • www.vtpipe.com AN OTTERTAIL =raw VINYLTECH AWWA C900 TECHNICAL BATA SUBMITTAL CONFORMANCE These specifications designate the requirements for manufacturing and installing Vinyltech AWWA C900 water pipe. AWWA C900-97 - Polyvinyl Chloride (PVC) Pres- sure Pipe and Fabricated Fittings, 4"Through 12" (100mm Through 300mm), for Water Distribution AVM C605 - Underground Installation of PdyvinyI Chloride (PVC) Pressure Pipe and Fittings for Water ASTM D 1784 - Standard Specification ation for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlo- rinated Poly (Vinyl Chloride) (CPVC) Compounds ASTM D 3139 - Standard Specification for Joints for Plastic Pressure Pipes Using Flexible BasmmericSeals ASTM F 477 - Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe ASTM D 2412 - Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading UNI -PUB -8 - Tapping Guide for AWWA C900 Pressure Pipe UNI -B-8 - Recommended Practice for the Direct Tapping of PVC Pressure Water Pipe (Nominal Diameters 6-12 Inch) PIPE COMPOUND The pipe shall be extruded from compounds meeting (PVC1120) the requirements of Cell Classification 12454 -B, as defined In ASTM D 1784, Standard Specification for Rigid Poly (VF nyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. The PVC shall also be listed by the National Sanita- tion Foundation (NSF) for use in potable water. PIPE • Vinyltech pipe shall be manufactured in accordance with AWWA C900 -97. GASKET JOINT The gasket shall be reinforced with a steel band and meet the requirements of ASTM F477. Vinyltech pipe shall have an integral bell end with a locked -In factory installed gasket and shall meet the joint requirements of ASTM D 3139. MARKING The pipe shall be marked In accordance with AWWA C900 as in the following example. a) Manufacturer's name and production codes b) Nominal size, dimension ratio number, and O.D. base (for example, 8° DR 18 CI) c) Materials cell classification (PVC1120) d) AWWA pressure class (150 PSI, or 200) and hydrostatic test pressure (T600, or T800) e) AWWA designation number (AWWA C900) f) Production date code (VOO 101A) g) Seal of the testing agency that verified the suitability of the pipe and the material for potable water or fire prevention (NSF, FM) h) Underwriters Laboratories approval is indicated by the green UL sticker applied to the pipe ,I,,,,EC, QUALITY CONTROL Each length of the pipe including the bell shall be hydrostatically tested in accordance with AWWA C900 -97. The pipe shall meet all addi- tional test requirements as described in AWWA C900. Ourfuff time quality assurance staff continually administers a rigid program of tests to maintain the production of the best pipe products available. INSTALLATION Recommended Installation procedure of Vinyltech Corporation and the UN -Bell PVC Pipe Assodation are outlined In AWWA 6605, Under- ground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water. The Uni- Bell Handbook of PVC Pipe is also an Invalu- able resource guide for design and installation. TAPPING The consistent success of tapping PVC pressure pipe is contingent upon the use of proper proce- dures and equipment Vinyltech recommends strict compliance with the requirements as speci- fied In UNI -B-8, UNI- PUB -8, and AWWA C605. ASSEMBLING THE PiPE Assembly of Vinyltech PVC water pipe is easily accomplished. A depth of entry mark is on each spigot end to serve as a visual check for rapid, accurate joint inspection. Do not over insert. 1) Remove any mud, sand, or other foreign matter from the belled and spigot ends of the pipe. Carefully clean the gasket area. 2) With a clean applicator (a brush or hand) lu- bricate the entire surface of the pipe from the spigot end to the depth of entry mark and the contact surface of the gasket with Vinyltech Brand Lubricant 3) Brace the bell to avoid disturbing the already installed joints. Align the pipe, insert the spigot Into the bell and push until the entry mark is reached. Do not Insert past the entry mark line. PVC•PIPE 201 S. 61st Avenue • Phoenix, AZ 85043 602 233 -0071 • 602 272 -4847 Fax • www.vtpipe.com Wrderwriiers Labaralaries AN a OTTERTAiL comma VINYLTECH PVC•PIPE Effective 09!01 MOW Your Connection to the Future Series 2012PK for 12° Mechardcal Joint Ptpe or Fittings 3 2003 2008 1.0 123 14 18 24 649-03 2010 2014 2018 2024 2036 U.S. Patent No. 4627774, 4896903, 5071175. SERIES 2000PV 41.8 01.8 Mechanical Joint Restraint For PVC Pipe Features and Application: • Sizes 3° through 36° • Constructed of ASTM, 65-4542 Ductile Iron. • The Mechanical Joint follower ,• gland Is Incorporated into the restraint • Heavy Duty thick wall design • Support Products Available: • Split M.1 repair style available for 3 inch through 12 inch. EBAA Series 20005V • Solid restraint hamess available for C905 PVC pipe bells. EBAA Series 2800 • Spilt restraint harness available for C900 and C905 pipe bells and PVC fittings. EBAA Series 2500 • Ail 2000PV and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication and bolting hardware. • For use on water or wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AMA C600 or ASTM D2774. 2000PV wedge impression bn PVC pOe. Copyright 2003 69 BMA IRON, Inc. Series 2000PV: Mechanical Joint Restraint Gland for use with C900 or IPS OD PVC Pipe The 2000PV mechanical joint restraint is the fastest and most economical method of restraining PVC pipe to mechanical joints. Now the need for costly concrete thrust blocks and corrodible steel tie rods is eliminated. It can be used in straight alignment or at the preset deflection recommended for the mechanical joint The 2000PV was the first PVC joint restraint to be tested to UNI-B-13, Underwriters Laboratories, and Factory Mutual. The 2000PV Concept EBAA Iron started manufacturingjoint restraint products for PVC pipe in the early 1980s. The testing of early prototypes of various configurations of restraints on large diameter PVC pipe indicated that a restraint device must be capable of consistently and reliably gripping the pipe. If not, the restraint can slip under pressure, resulting in sudden impact, and cause the pipe to burst. Armed with this background knowledge and an appreciation for the capabilities of PVC pipe, EBAA purposefully deviated from what many in the industry once considered to be the "only° way to grip PVC pipe. This led to the development of the Series 2000PV restraint. Tested to and meets the requirements of ASTM F 1674-96 °Standard° Test Method for Joint Restraint Products for Use with PVC Pipe° through 24 inch size. UL-listed in the four through twelve inch sizes forjoining UL- listed ductile Iron fittings to UL-listed, Class 150 PVC pressure pipe. The maximum allowable joint deflection is five degrees. Factory Mutual approved for use on DR18 PVC pipe in four through twelve Inch sizes. The design of the 2000PV incorporates the gripping mechanism into the design of the mechanical joint gland and utilizes a simple two part assembly process. The first step involves assembling the joint the same as any standard mechanical joint The assembly procedure we recommend is that established in AWWA C600. The second is the actuation of the restraint. 10 12 6-16-03 Your Connection to the Future --Pressure RatarlsiC9110) hat 1 " DR14 . '.„ DR 18 DR25 Pipe Size t Series timber Snipping ,- Class 200 Class 150 Class 100 4 1104 1608 8 1808 1110 1612 180 100 100 100 BD erjiresrsprcs tiejliose stiffi,li'please AA for gsrstaie,. 1.1.0 203 54.1 59.9 200 200 200 200 200 --;,= SERIES 1600 Bell Restraint Harness for C900 PVC Pipe 150 150 150 150 150 Features and Application: • For use on AWWA C900 PVC pipe bells. • Minimum 3 to 1 Safety Factor. • Split design for ease of installation. • Constructed of ASTM A536, 65-45-12 Ductile Iron. • For use on water or wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774. • • iiitfor PVC piPe.beie(AWWA C900) a - !::s0nslst ofthe folloWine...The restraint- 1 ... 1 :r .s ' i gi r r . enufactured — ductile . • ftrmInite ASTM A536:•A Sint rinishaii • , 1ized behind the pipe bell,,.: 4011,:be used to grip tl:te . pipe and a sufftcfent number of bolts shall be used to 1,•COrinee:t the bell ring and the grippingring. iiiiiirOination shall have a minimum , . ,working pressure rating equhralent to the p1e The restraint shali be the Series 1600 *•• by EBAA Iron, Inc. or .1: equal. • :•-• Copyright 2003 EBAA IRON, Inc. Maximum Bell Max. Restraint 0:0 s Over All 01, Cleared ?' . (Casino Clearance) ' :; r; '; Len.`th Series 1600 Subn tal:.Reference Drawjn 4 6 8 10 12 1604 1606 1608 1610 1612 1. The Series 1600 Is designed for restraining push.on, C900 PVC pipe bells. It has a spilt, serrated restraint ring on the spigot and a nonserrated ring behind the belt 2 Assemble the pushon joint per the pipe manufacturer's instructions. 6. Install both halves of the restraint ring atthe proper location, tapping each half into place. Make sure that the complete ID of the ring is touching the pipe before installing the side bolts. Tighten the side bolts evenly to 110 ftlbstorque. (60 ft-16s on 4° and 6°) 4.80 6.90 9.05 11.10 13,20 D 6,75 8.75 1225 14.20 1690 9.25 1125 14.75 16.85 19.45 Note, Dimensions are in inches anti are subject to changevrithmif Installation Instructions 3. Install both halves of the non serratedbell ring around the pipe behind the bell Install the side bolts and tighten each to 110 ft-Ibs. (60 ft-Os on 4' and 6°) 4. Me the bell ringtowardthe bell so that kits snugly behind the bell. 7. Place nuts on the tie bolts and tighten untlltheyare snug Allow enough room on the tie bolt to fully engage the nut with several threads showing Do not tighten these bolts enough to force the spigot further into the bell ofthejoint 13 18 18 22 21 Mix 13 2. 2. 44x22 4.34x22 5. Remove the side bolts from the serrated restraint ring Use the tie bolts todeterminethe proper location of the restraint ring on the spigot Allow enough room on the tie boftto fully engage the nuts. • EBAA IRON Sales, Inc. P.O, kW, Eastland, TX 76448 Tel: (254)629.1731 Fax (254)629.8931 (800) 433.1716 witldn US and Canada ebaa @eastland.net .ebaa.com Members of... AMERMAN FOR. SOCIETY a d e- EXPOSED..: TYPE 6405 6407 6410 -6415 6420 -6425 6427 - SINGLE PEA TWO = WAY - INLETS - • An exposed auxiliary inlet connection with 500 G.P.M. inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Dept inlet requirements. STANDARD EQUIPMENT: Cast brass two-way inlet body only with single swing clapper and pin lug swivel; back or angle outlet connection as selected by figure number. SPECIFY THREAD. BRANDING: "Auto Spkr." FINISH: Cast Brass OPTIONAL FINISHES: PB — Polished Brass RC — Rough Chrome Plated PC — Polished Chrome Plated 1111L LISTED AND PM APPROVED DOUBLE CLAPPER TWO •WAY INLETS An exposed auxiliary inlet connection with 500 G.P.M. inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Dept. inlet requirements. STAN ®AR® - EQUIPMENT: Cast•brass two -way Inlet body only with double drop clappers and pin lug swivels; back or angle outlet connection as selected by figure number. Branding as selected. SPECIFY THREAD and BRANDING. BRANDiNG: "Standpipe," "Auto Spkr," "Standpipe - Sprinkler." FINISH: Cast Brass OPTIONAL FINISHES: PB — Polished Brass RC — Rough Chrome Plated PC — Polished Chrome Plated 011E LISTED AND PM APPROVED NY BOARD OP STANDARDS AND APPEALS APPROVED 6410 6411 6412 6413 6414 6415 6420 6421 6422 6423 6424 6425 6427 (45° Angle) 4X21/2X21/2 . 5X21/2X2 6X21/2X21/2 4X3X3 5X3X3 6X3X3 4X21/2X21/2 10 10 10 10 10% 6405 Back Outlet 6407 Angle Outlet Back Outlet 90° Angle Outlet 1 45° Angle Outlet . Page 6 -9 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical tate�eifi c or ReKisttatiorrN4' G f (9° t. 1 C 1 $ Value of Work For this Permit it Scanning $ -Radon $ Code Enforcement $ Buildi Dep rtment 10050 EakndAvenue;Mi 'S1 es, Florida 33138 Te : (305) 795.2204 F ; :: (30 756.8972 AP/ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Job Address (where the work is being done) ) N tt) City Mann Shores Villa .e Is Building Historically Designated YES / Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) B/0 1 tin/ V. � Phone # / 3ty)y = Ii7 ° 3��r 1 Owner's Address / ) 3 o� d'J R. 2}1e4 o Rif City Ml AI tA.S1 _ -1D Itce i State Tenant/Lessee Name iv/ County Miami -Dade NO Contractor's Company Name I ij C Contractor's Address 11 to 52- -f440 o 2.v - City PA wi ewe, 7 Al State i..OYL 0 A �.aalifer gat £.J.1 ° S4.140(. p1. Type of Work: ❑Addition ['Alteration Describe Work: Pig-v/6% j ,2 ea r/v/4 ro E CCttific?te of Com No i - Architect/Engineer's Name (if applicable) Phone # Zip Permit No. 7 Roo Master Permit No. R P 72)2#% 3 331 ()r Phone # Zip 3 i .6/ Phone # 715 q 1.1 -(21 Zip 3�i S '7 Square Footage Of Work: 2 l (.0 00 l i t El Repair/Replace ❑ Demolition AL 4 0, Sl o 6/1 -/ it At 4374 ****************************F N Q T Submittal Fee $ � • � Permit Fee $ � R�Lr,'. � /' CCF $ CO /CC Notary Training/Education 1 / Technology Fee $ No $ � Trainin ducation Fee Zoning Bond -$ Structural Plan Review. $ 44 Bonding Company's Name (if applicable) Bonding Company's Address (T e% `State City O( L 0, 0) Mortgage Lender's Name (if applicable) s e� � AI A Mortgage Lender's Address 11 / D ! 15e..-Q4 I / b` 44.— - tr4 - 3 e_-1 O City �t ate. State V A Zip 2 7 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Ascae V P Fre ci, lt ir,t The foregoing instrument was acknowledged before me this a , by (21100 to e . ho has produced As ide day of who is NOT Sign P My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 ,.0 Fwd.( XI., it. MO ec, and who did take an oath. OFFICIALNOTARY SEAL * COMMISSION NUMBER 0 4 MY COMMISSION EXPIRES APR. 4,2005 Zip." NOTARY PUBLIC: Sign: Print: D&4©,4fi eecorum My Commission Expires: T Contractor The foregoing instrument was acknowledged before me this 2 day of , 20 0 I F, by Zl+f,D , who is personally known to the or who has produced as identification and who did take an oath. ** *** **** *** * * *** * * *, * * * *** * * ,� * *,��,* . . My Commission DOS427S0 o Expires Water 23.2006 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/15/2004 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Contractor RONLO, INC. Local Phone: 305/519 -2511 Parcel # PARC2004 -8 N.W. 115 Legal Description: Plumbing Permit Permit Number: PL2004 -320 UNIVERSITY BARRY ST. Contractor's Address: 17632 FRANJO ROAD Fees: FEE2004 -11222 FEE2004 -11224 FEE2004 -11225 FEE2004 -11226 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $2,888.80 $34.80 $11.60 $72.22 $3,007.42 Total Feed13,007.42 Total Receipts: $0.00 <d> — 'AP- Permit Status: APPROVED Permit Expiration: 5/4/2005 Construction Value: $57,776.00 Work: PAVING AND DRAINAGE FOR RESIDENCE HALL #2- MASTER PERMIT BP2004 -1134 Signed: (INSPECTOR) Signed: (Contractor or Builder) BY: .NOV 18 PAID Page 1 of 1 CC, In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Type Insp' n Ci 1 t ' MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request I Date a Permit No. V ' 4 — 37_0 Name 6a Y r Li Address 14 C) e L t 5 J Company f 7 C C le Phone # Inspection Date Approved Correction Re -Insp' n Fee I ‘1 \ !l! !II . . rian Hall 03/25/2005 09:39 3057589484 7AN-26-c @05✓ 10:01 FROM: PREPARED BY/,RETURN TO: MARX E. RAYMOND, ESQ. POST OFFICE BOX 38a11U WEST PALM BEACH, FLORIDA 334 02 STATE OF FLORIDA COUNTY OF WANG-DADE T10E Old. ��M ME *UNDERS1D r gives improvements will be made to certain real properly, and in accordance with Chapter 713. Florid r Statutes, the following ikon as pro* led in this Notice of Commencement. This notice shall c of ito force and effect if construction is not +cL m sG witbin nine: y (9G) days of recordation, 1. Legal Dee ription of pro : OBENOLIR ROOFING PAGE 02 TO; 37 99454 v.002f CVOCuMEN1'S AND 8ETT#410MAQINOY ccasearrawcasrfkurush ORCIAGIWIESIDENCE HALOSIta7110ff Df C cUMENrt D C 11010 11111111111110 11111111111111111111111 CFN 20044 0a70/Be_r OR Bi4 22706 Pus 2211 - 2227► t1? RECORDED 1Q'85f2O 14121:1 HARVEY RUVIHp CLERK OF COURT MIAM / -DADE COUNTY, FLORIDA Street Address of property:_140 NW 115 Street Miazni Shores& FL 2. General descrip6en of improvements: CAosut,.ption of 113 beid.5 nt P tin'nllatiddAt M i sitC..[Wing 3. Owner information a. Name and addraas niv Alta: Freddy ,. Northeem Seed Ay =Xi-ULU 7 - b. Interest in property: _,.aimpk.,. � c. Name and address of fee simple titleholder (if othcr than Owner). 03/25/2005 09:39 3057588484 OBENOUR ROOFING 114N-2G-200S 10:01 FRC*'l: TO: 2057568404 4. Contractor (name and address) Beauchs -nn Conatruction ,Company. Inc. 247 Minors vent, 33Q a. Phone No._ 1 03 -445 g9 b. Fax Number: (Optional, if servo by fax is namable) 3. Surety a, Name and address: ...S 1a , t T're !erg t p y + asual v On un. 1 000 Lan, %li to 11+ ),QUI FL 32801.1026 b. Phone No.: 7 c, Fax Number: topiarist. if service by fax is movable) d. Ar owit of band: $,.1., 6. L e n d e r : (name and a ess) _ f Amerig& N.A..1 East Ma3n Sow, 6th Floor. VA2 - '' tt ''321 �tentiorE_jvi. Lewis Ph°11e No.: Alflettt2216 b. Fax N>mnber: 7 48 (Mona!, ifurviso by fu is table) 7, Pezons within the State of Florida design.ited by Owner upon whom notices or other documents maybe served as provided by Section 713 13(1)(a)7, Florida Statutes: (matte and address) Phone No.: - ...Y..� . Fax Number: ;Opolaas,if gem str s ieuvtcpO*la) 1111 $. In addition to himself, Amer designates .;. _ A 9r,_.Y„,:t7S 17..1.3 d j rsinia 23219 a 1,iteatiun: „ rl 1` » ,td Frans Q. Boni. EaLimkaria.12,221,1jitigni,Jajail. to receive a espy of the Lienor's Notice as provided in Section 713.13(I Xb), Florida Statutes. a. Phone No.: _$ .,,78'26 _. . _ b. Fax Numb: 804-78 &2248 „ (optima. if acrvans by fiu is attaapte ble) CAOOCUM6Nns AND S9TT1MOSSULLOAILOCAL WIT1NLY311EMPORAIEr INTf1RAlET FIrWaNNOTICI t>f COMMSNCBUERIT1.ROC PAGE 03 P,003f005 03/25/2005 09:39 3057588484 JAN-26-2005 i0: 01 FRO: 9. Expiration date of aoticc of commencemcit (the expiration date is : year from the date of recording unless a different date is specified) C WNER: STATE OF FLORIDA COUNTY OF M.I viI.DADE The foregoing instrument was acknowledged before me thus .. day ofd;-'.', 2004 by Timothy Czerniec, who is personally known to me, OR has produced Charyi IWO Gerber 1 ‘ b laty di, OA OBENOUR ROOFING T0:705758 494 ATTACHMENTS! (check if applicable) Lem Description, Exhibit ",A" Bond, Exhibit "B" (a copy of Bond, if any, must be attached) (MUST BE SIGNED BY OWNER.. NO ONE ELSE PERMITTED TO SIGN) as identification. NOTARY PUBLIC t .CCiCUMENIS ANO SEMNCS1FuLLOMLOCAL SE1111101\1110 INTERNET PlijeMILNINNOTICS O 1.1i0C PAGE 04 P.004'005 03/25/2005 09:39 3057588484 Jo1M-26-E005 10:0e FROM: .1.110i.111•■••=oi. P.X1-1110"1" "A' OBENOUR ROOFING TO:30575E8484 REAL PROPERTY DESCRIPTION The SW !A of the NE 14 of Sedion 36, Township 52 South, Riinge 41 East, lying and being in Dade County, florid*. v,1tocumENT3 AND sunnovianwiLor.4.1, a-mm=1mm% W4TEPINfr IRLESNOLCNNWILI oPcommiverdirerimx PAGE 05 P.005-025 June 10, 2004 EASTCOAST TESTING & ENGINEERING, INC., 4100 NORTH POWERLINE ROAD - SUITE G -1 POMPANO BEACH, FLORIDA 33073 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 FACIMILE # (954)- 971 -8872 ESTABLISHED 1981 Report of Engineering Evaluation For : Barry University Project : Proposed Residence 2 Location: 11500 North Miami Avenue Miami, Florida Dade County, Florida Gentlemen: 4361 OKEECHOBEE BLVD.,- SUITE A -5 WEST PALM BEACH, FLORIDA 33409 1 -800- 3297645 (SOIL) - (561) 4718220 As per your request EastCoast Testing & Engin` p orm t standard penetration test borings at the above location on June 08; 4. _ e aj{ eke' �bmitting the results of our findings. A review of our boring logs shows the upper lev sir if r';' eneraFly comprised of fine- medium grained sands with little limerock and roots to a • Olb,:,• Je 4 0 imately +/-1.0 -2.0 feet below the existing surface grade elevation. Beneath this stratum w multifarious stratums of fine- medium grained sands and fine- medium grained sands with little limerock and shells predominantly in a medium dense state of consolidation to a depth of +/-16.0' below the existing surface grade elevation. Below this zone our borings disclosed fine - medium grained sands in a medium dense condition which continued to a depth of +/ -31.0 feet below the surface. From this depth our borings discovered limerock fragments with little fine - medium grained sands primarily in a very dense compaction condition where refusal conditions were encountered at 35.0 feet below the existing surface grade. In order to prepare the site to support construction designed for an allowable soil bearing capacity of 2500 psf, we recommend the following procedures be implemented. 1. Clear and grub the proposed building pad area plus an extended perimeter of five feet beyond any proposed wali footing or foundation element. are should be taken so as to insure the complete removal of any deleterious materials encountered including any construction debris, rubble, vegetation, stumps, roots, foreign material, debris, silts, clays or muck. 2. Once this has been accomplished compact the bottom of the excavated area with fifteen perpendicular overlapping passes with a large static roller, (twenty tons or greater) until the bottom 24" of the excavation have been compacted in excess of 98% of the material's modified maximum dry density as per AASHTO T -180. Each pass of the roller should overlap the preceding pass by one half of the width of the vibratory drum. Maximum speed of the roller should be 2 ft. /second. For optimum compaction efficiency we recommend that the soils be within +/ -2% of optimum moisture at the time ofdensification. Care must be exercised by the contractor during the excavation and compaction phase of construction. The close proximity of the existing foundations to the construction boundaries necessitate that he utilize what ever means necessary to insure the stability of th3 existing foundations during construction. 3. Once this has been achieved and verified by our office, the pad may be brought to construction grade utilizing clean granular fill. The fill may be placed in lifts not to exceed twelve inches in compacted thickness. Each Ilft should be compacted to a minimum density of 98% of the material's modified proctor density as per AASHTO T -180. Clean granular fill shall be construed to mean granular material containing no more than 5% by weight organic and clayey matter and no man- made debris. It shall be free of vegetation, foreign material, roots, fiber, branches, leaves, and should not contain any rock and gravel larger than 3 inches or 50% of the compacted layer thickness. THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY, ASPHALT, CONCRETE 8, "GEOTECHNICAL" TESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 -329 -7645 - "SOIL" Page 2. Order #2402162 4. Suitable materials may be stockpiled at the site to be reused after approval and testing by the Engineer. Following and during the clearing and excavation stage the area shall be witnessed by an inspector from this laboratory for approval prior to selective backfilling. No vibration shall take place in the vicinity of any existing structure as this may cause localized damage to nearby existing structures. The excavated surface and each 12" loose lift of imported fill material within the footing and slab areas shall be tested to within 98% of the Soils Modified Maximum Dry Density as per AASHTO DESIGNATION T -180 inspected by this laboratory and verified with field density - moisture relationships. Footing embedment shall be of sufficient depth below the adjacent grade so as to comply with all local and area building codes. Minimum footing widths of 18" and 36" are recommended for continuous wall footings and individual column pads respectfully, although they may not develop the full allowable bearing pressures. For purposes of this report we have anticipated that the proposed bottom of footing elevation will be similar to the elevation of the site at the time of our investigation. Foundation elements may be designed as isolated footings or as a monolithic type of foundation /slab system, as long as ample consideration is given to the increased shear stresses inherent in monolithic systems at the slab to footing interface. Surface compaction specifications shall be verified utilizing in place density tests at the frequency of 1 test per 100 if of wall forting, and 1 test per column pad. Slab areas and undisturbed pad lifts may be tested at the frequency of two tests per 2500 sf, but in no. case less than 3 per lift. The natural ground water table was discovered to exist at an elevation of 11.0 -12.0` below the existing natural ground surface at the time of our borings. Fluctuation in the observed groundwater levels should be expected due to rainfall variations, seasonal climatic changes, construction activity and other on -site specific factors. The Standard Penetration Test ASTM D -1586 The Standard Penetration Test is the most commonly employed tool utilized to identify in -situ subsurface soil conditions. The "N' values obtained from the boring provide an accurate estimation of internal soil characteristics such as relative density, internal shear strength, angle of internal friction, and the approximate range of the soil's unit weight. These "N" values represent the resistance of a 2 inch diameter split spoon sampler driven by a 140 pound hammer free falling 30 inches. Each drive of the 24 inch long split spoon is divided into four six inch increments. The second and third increments are totaled to produce the "N" value found on your report. The Standard Penetration Test also allows for the recovery of soil samples which are returned to our laboratory and visually examined and classified. The SPT samples are available for laboratory testing if requested. Samples are generally held for 90 days unless otherwise directed by the client. EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645 - "SOIL" Page 3. Order #2402162 An approximate ground water table is obtained from the borehole upon completion of the drilling procedures. This water table is useful in the general evaluation of particular soil conditions, and may give the contractor some insight into what can be anticipated during construction. It should be noted that the ground water level will fluctuate seasonally. This level may also be affected by local drawdowns, soil conditions, and the watersheds contribution to the underlying aquifer. It should not be construed to be a measure of the soils permeability, or of the dewatering characteristics of the site. Although the standard penetration test is one of the most reliable methods used to identify soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As is common industry practice, we have assumed a uniformity of profile between borings to provide a subsoil profile for engineering purposes. This profile is strictly based on the data obtained from the borings, and if unusual or varying conditions are found we should be notified immediately. A test is expressly representative of the immediate location tested, and the reliability of the conclusions are a direct result of the quantity of tests performed. Any variation in location may reveal similarly some changes in the depth, thickness, texture, and conditions of the stratum, encountered . Unless specifically stated otherwise, and specifically directed and prearranged by the client, all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained in the field by pacing off distances and approximating right angles to landmarks and property corners. More precise locations may be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered in the State of Florida. These services are provided at additional costs and are beyond the scope of this report. The data presented herein was obtained for the specific purposes stated in this report, and should not be misconstrued to apply to any other circumstance, project, or ancillary use unless so specified and addressed by the engineer of record. Thank you for using EASTCOAST TESTING AND ENGINEERING, INC., for your geotechnical needs. Should you need further assistance with this or any other project, please contact this office. Respectfully Submitted; EASTCOAST TESTI & ENGINEERING, IN D. Mar e B <1 c, V. ., PE Cra' mith,'President Sta = of • rids #35683 nsp. No. 1177 f:ldatalwpdocslspt12402162. cs ESTABLISHED 1981 TEST BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D.: PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG PK LOT NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2402162A1 OFFICE FAX #: 954 -971 -8872 #: DRILLER: #: CASING: 1 CLIENT: BARRY UNIVERSITY PROPOSED RESIDENCE 2 HE 11500 N. MIAMI AVENUE, MIAMI RM APPROX 34' W & 35' S OF NW CORNER OF EXST RESIDENCE F - 250 WATER: 12' DATE: 06/08/2004 ELEV: APPROX. EVEN W /EXISTING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 N VALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATIONIAASHTO M145/ASTMD2487 1 1 Dark gray fine medium gained sand, trace of roots, trace of limerock 0.0 -1.5 22 6 12 2 _ 10 16 3 2 Tan fine medium gained sand, some limerock 1.5 -4.0 28 19 16 4 12 10 5 3 Light tan fine medium gained sand, some limerock, little shells 13 8 6 6 7 6 7 _ 8 _ 3 4 8 _ 4 5 9 11 6 6 10 4 Light tan fine medium gained sand, trace of limerock 5 4 11 12 4 5 6 12 7 13 5 Light brown fine medium gained sand CONT. _ 8 7_ 4 14 4 3 15 8 3 4 16 — 4 6 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) -971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 800) 329 -7645 (SOIL) - (561) 471 -8220 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., MAR LANC, V.P. P .E., FL /DA REGISTRATION � S MH, PRESIDENT #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION 1S PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY ESTABLISHED 1981 TEST BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D.: PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG PK LOT NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2402162A2 OFFICE FAX #: 954 -971 -8872 #: DRILLER: #: CASING: 1 CLIENT: BARRY UNIVERSITY PROPOSED RESIDENCE 2 HE 11500 N. MIAMI AVENUE, MIAMI RM APPROX 34' W & 35' S OF NW CORNER OF EXST RESIDENCE F - 250 WATER: 12' DATE: 06/08/2004 ELEV: APPROX. EVEN W /EXISTING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 N VALUES BLOWS ON SPT NUMBER SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 ® 1 Light brown fine medium gained sand 4 4 7 3 5 19 7 Tan fine medium gained sand 20 8 9 ®® BORING TERMINATED AT 20' - � 24 25 26 27 28 29 30 31 32 STANDARD PENETRATION TE T BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM 01586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION 13-1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., MA e BLANC, V.P. P.E., ggl, PRESIDENT FLORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 800) 329 -7645 (SOIL) - (561) 471 -8220 THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY ESTABLISHED 1981 TIST BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D.: PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG PK LOT NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2402162B3 OFFICE FAX #: 954 -971 -8872 #: DRILLER: #: CASING: 2 CLIENT: BARRY UNIVERSITY PROPOSED RESIDENCE 2 HE 11500 N. MIAMI AVENUE, MIAMI RM APPROX 109' W & 2' S OF NW CORNER OF EXST RESIDENCE F - 250 WATER: 11' DATE: 06/08/2004 ELEV: APPROX. EVEN W /EXISTING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 N VALUES BLOWS ON SPT SOIL . • . ® fine medium gained sand, trace of roots, trace of 9 5 4 5 10 ® 2 White fine medium .. 18 i 11 7 6 5 3 Light tan fine medium gained 10 5 5 5 7 4 Light tan fine medium gained sand, trace of limerock 10 8 5 4 9 10 ©Light tan fine medium gained sand 11 9 5 4 4 13 6 Tan fine medium gained sand CONT. 4 4 14 1 2 15 - 8 3 4 16 4 3 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., SM li PRESIDENT MA - e BLANC, V.P. P.E., FL • RIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) 1S STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHN/CAL TESTING LABORATORY ESTABLISHED 1981 TEST BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D.: PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG PK LOT NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2402162B4 OFFICE FAX #: 954 -971 -8872 #: DRILLER: #: CASING: 2 CLIENT: BARRY UNIVERSITY PROPOSED RESIDENCE 2 HE 11500 N. MIAMI AVENUE, MIAMI RM APPROX 109' W & 2' S OF NW CORNER OF EXST RESIDENCE F - 250 WATER: 11' DATE: 06/08/2004 ELEV: APPROX. EVEN W /EXISTING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 N VALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145 /ASTMD2487 17 7 Light tan fine medium gained sand 16 _ 4 _ 7 18 9 8 19 28 12 14 20 14 16 21 BORING TERMINATED AT 20' 22 23 24 25 26 27 28 29 - 30 31 32 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30° C EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) -971 -8872 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STA PE NETRATION TEST: D1586 THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., MITH, PRESIDENT 4361 Okeechobee Blvd. - Suite A - West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 M Le BLANC, V.P. P.E., FLORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY ESTABLISHED 1981 TEST BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D.: PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG PK LOT NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2402162C5 OFFICE FAX #: 954 -971 -8872 #: DRILLER: #: CASING: 3 CLIENT: BARRY UNIVERSITY PROPOSED RESIDENCE 2 HE 11500 N. MIAMI AVENUE, MIAMI RM APPROX 156' W & 35' S OF NW CORNER OF EXST RESIDENCE F - 250 WATER: 11.5' DATE: 06/08/2004 ELEV: APPROX. EVEN W /EXISTING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 N VALUES BLOWS ON SPT • • • • : ®® 40 2 2 Tan fine medium grained sand. some limerock 26 16 34 4 3 White fine medium grained sand 16 14 5 26 12 6 12 8 7 9 4 Tan fine medium grained sand, trace of limerock 6 11 6 5 6 11 7 12 5 Light tan fine medium grained sand, trace of shell, little limerock 13 8 2 4 4 •Light tan fine medium grained sand, trace of limerock CONT. 11 5 5 16 6 5 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30° EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCQAST TESTING & ENGINEERING, INC., MA ' e BLANC, V.P. P.E., M H, PRESIDENT ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) 1S STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. 4361 Okeechobee Blvd. - Suite A - West Palm Beach, Florida 33409 800) 329 -7645 (SOIL) - (561) 471 -8220 THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE 8 GEOTECHNICAL TESTING LABORATORY ESTABLISHED 1981 TEST BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D.: PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG PK LOT NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2402162C6 OFFICE FAX #: 954 - 971 - 8872 #: DRILLER: #: CASING: 3 CLIENT: BARRY UNIVERSITY PROPOSED RESIDENCE 2 HE 11500 N. MIAMI AVENUE, MIAMI RM APPROX 156' W 8 35' S OF NW CORNER OF EXST RESIDENCE F - 250 WATER: 11.5' DATE: 06/08/2004 ELEV: APPROX. EVEN W /EXISTING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 N VALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 17 6 Light tan fine medium grained sand, trace of roots, trace of limerock 9 4 4 18 _ 5 4 19 7 Light tan fine medium grained sand, trace of roots, trace of limerock 9 3 4 20 5 5 21 10 5_ 5 22 _ 5 5 23 8 Light tan fine medium grained sand 13 _ 4 5 24 8 10 25 _ 11 10 10 26 9 Light tan fine medium grained sand _ 1 2 27 _ 6 3 3 28 3 4 29 10 Light tan fine medium grained sand 6 2 4 30 _ 2 4 31 20 4 8 32 11 Gray limerock, little fine medium grained sand CON'T. 12 14 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., M Le BLANC, V.P. P.E., . '1114, PRESIDENT F ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 800) 329 -7645 (SOIL) - (561) 471 -8220 THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY ESTABLISHED 1981 TES BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D. : PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG PK LOT NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2402162C7 OFFICE FAX #: 954 - 971 -8872 #: DRILLER: #: CASING: 3 CLIENT: BARRY UNIVERSITY PROPOSED RESIDENCE 2 HE 11500 N. MIAMI AVENUE, MIAMI RM APPROX 156' W & 35' S OF NW CORNER OF EXST RESIDENCE F -250 WATER: 11.5' DATE: 06/08/2004 ELEV: APPROX. EVEN W /EXISTING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 3 N VALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 33 11 Limerock, little light tan fine medium grained sand 50 +_ 56 34 50+ 35 36 BORING TERMINATED AT 35' 37 38 39 _ 40 41 42 _ _ 43 _ 44 45 _ 46 47 _ 48 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° 0.0. SAMPLER WITH 140 LB. HAMMER FALLING 30" 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 EASTCOAST TESTING & ENGINEERING, INC. 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 800) 329 -7645 (SOIL) - (561) 471 -8220 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM 01586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION 0 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., . MITFI, PRESIDENT MA e BLANC, V.P. P.E., F ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY ESTABLISHED 1981 T EST BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D.: PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG PK LOT NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2402162D8 OFFICE FAX #: 954 - 971 -8872 #: DRILLER: #: CASING: 4 CLIENT: BARRY UNIVERSITY PROPOSED RESIDENCE 2 HE 11500 N. MIAMI AVENUE, MIAMI RM APPROX 134' W & 110' S OF NW CORNER OF EXST RESIDENC F -250 WATER: 11.5' DATE: 06/08/2004 ELEV: APPROX. EVEN W /EXISTING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 N VALUES BLOWS ON SPT • • • : ®® 2 2 10 Gray fine medium grained sand, little limerock 5 5 3 30 5 12 18 5 3 Tan fine medium grained sand, some limerock 23 14 12 6 11 9 7 10 5 8 4 Light tan fine medium grained sand, some limerock 6 9 4 4 5 ® 5 Light tan fine medium grained sand 9 5 5 4 ® 6 Tan fine medium grained sand 6 3 3 3 4 ® 7 Light tan fine medium grained sand, trace of shell CONT. 7 4 3 16 4 5 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" 4100 North Powerllne Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade U 947 -4768 - FAX (954)- 971 -8872 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., EASTCOAST TESTING & ENGINEERING, INC. r iwH <. BLANC, V.P. P.E., C r I "1 ' S. SMITH, PRESIDENT FLORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) 1S STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY ESTABLISHED 1981 TE ST BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D.: PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG PK LOT NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2402162D9 OFFICE FAX #: 954 -971 -8872 #: DRILLER: #: CASING: 4 CLIENT: BARRY UNIVERSITY PROPOSED RESIDENCE 2 HE 11500 N. MIAMI AVENUE, MIAMI RM APPROX 134' W & 110' S OF NW CORNER OF EXST RESIDENC F - 250 WATER: 11.5' DATE: 06/08/2004 ELEV: APPROX. EVEN W /EXISTING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 N VALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 17 7 Light tan fine medium grained sand, trace of shell 11 5 6 18 8 Light tan fine medium grained sand 5 5 19 18 6 8 20 10 12 21 BORING TERMINATED AT 20' _ 22 23 24 25 _ 26 27 _ 28 29 _ 30 31 32 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., : S ITH, PRESIDENT EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. MAR, ' BLANC, V.P. P.E., FL RIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY ESTABLISHED 1981 _. TE ST BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D.: PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG PK LOT NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2402162E10 OFFICE FAX #: 954 -971 -8872 #: DRILLER: #: CASING: 5 CLIENT: BARRY UNIVERSITY PROPOSED RESIDENCE 2 HE 11500 N. MIAMI AVENUE, MIAMI RM APPROX 176'W & 195'S OF NW COR. OF EXST RESIDENCE F - 250 WATER: 12' DATE: 06/08/2004 ELEV: APPROX. EVEN W /EXISTING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 N VALUES BLOWS ON SPT FEET • • • : ® 20 2 Tan fine medium grained sand, some limerock 11 11 - 17 8 10 7 6 Light tan fine medium grained sand, some limerock 9 4 5 6 4 3 7 9 4 5 8� 9 Light tan fine medium grained sand, little limerock 10 11 5 Tan fine medium grained sand 3 12 13 6 14 15 • Tan fine medium grained sand CONT. 10 16 5 6 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30° EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) -971 -8872 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., MAR .17-111 ' - = LANC, V.P. P.E., , PRESIDENT F 'IDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, FETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 800) 329 -7645 (S0IL) - (561) 471 -8220 THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY ESTABLISHED 1981 TEST BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D.: PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG PK LOT NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2402162E11 OFFICE FAX #: 954 - 971 -8872 #: DRILLER: #: CASING: 5 CLIENT: BARRY UNIVERSITY PROPOSED RESIDENCE 2 HE 11500 N. MIAMI AVENUE, MIAMI RM APPROX 176'W & 195'S OF NW COR. OF EXST RESIDENCE F -250 WATER: 12' DATE: 06/08/2004 ELEV: APPROX. EVEN W /EXISTING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 N VALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 17 6 Tan fine medium grained sand 12 7 7 18 7 Light tan fine medium grained sand 5 _ 5 5 7_ 10 19 15 20 — 8 21 BORING TERMINATED AT 20' _ 22 23 _ _ 24 25 26 27 _ 28 29 _ 30 31 _ 32 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" • EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 800) 329 -7645 (SOIL) - (561) 471 -8220 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D - 1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., C ' i PRESIDENT LANC V.P. P.E. IDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) 1S STRICTLY PROHIBITED UNLESS WRI1TEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY 4100 NORTH POWERLINE ROAD - SUITE G -1 POMPANO BEACH, FLORIDA 33073 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 FACIMILE # (954)- 971 -8872 ESTABLISHED 1981 JUNE 11, 2004 TEST REPORT OF : CLIENT : PROJECT: PROJECT : TESTED BY : RESULTS OF TEST Soils Descriptions: DEPTHS 0.0 1.5' 1.5'- 4.0' 4.0'- 7.0' 7.0- 15.0' Depth of Test Hole DEPTH of GROUND WATER TABLE : +1- 10.0' Feet Below Existing Grade TIME TOTAL FLOW GALLONS 10 MINUTES 487.2 Gallons AVERAGE CUBIC FEET / SEC. HYDRAULIC CONDUCTIVITY : Respectfully Submitted By EASTCOA ESTIN N NEARING, INC. FldataVab12402162.CS EASTCOAST TESTING & ENGINEERING, INC., S. F. W. M. D. Exftltration Test (Usual Open - Hole Test) BARRY UNIVERSITY PROPOSED DRAINAGE 11500 NORTH MIAMI AVENUE MIAMI, FLORIDA HAROLD, EDGERTON ON JUNE 10, 2004 Exfiltration #1; Location; Approx. 216' WEST & 155' SOUTH OF THE NW CORNER OF THE EXISTING RESIDENCE DARK BROWN FINE- MEDIUM GRAINED SAND LITTLE LIMEROCK TRACE ROOTS TAN FINE- MEDIUM GRAINED SAND LITTLE LIMEROCK TAN FINE- MEDIUM GRAINED SAND SOME LIMEROCK FRAGMENTS LIGHT TAN FINE - MEDIUM GRAINED SAND TRACE OF SHELL FRAGMENTS '15.0 ft. Q= 1.09E -01 K= 6.82E -04 Lab No. 2402162EX CRAIG S. SMITH, PRESIDENT 4361 OKEECHOBEE BLVD.,- SUITE A -5 WEST PALM BEACH, FLORIDA 33409 1 -800- 3297645 (SOIL) - (561) 4718220 G.P.M. '48.72 THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY, ASPHALT, CONCRETE & "GEOTECHNICAL" TESTING LABORATORY 'gip -22 -04 03:11P M.A.Suarez & Assoc. September 22, 2004 M.A. SUAREZ & ASSOCIATES INC. 4869 S.W. 75 Avenue Miami, FL 33155 Telephone: (305)260-0363 Fax: (305)260 -0364 E -mail: niaseng@bellsouth.net Beauchamp Construction Co., Inc. 247 Minorca Avenue Coral Gables, Florida 33134 Re: Barry University Residence 2 11300 NE 2' Avenue Miami Shores, FL 33161 MAS Job No. 0038 Gentlemen: 305- 443 -0442 P.02 We propose to provide "threshold building" inspections for all structural components for the above - captioned project as required by Florida Law. Our fee for these services shall be fourteen thousand ($14,000.00) dollars. Payments shall be made monthly as work progresses. Our Inspection Procedures include the following: 1. Foundation: Rebar inspection (footings and dowels for columns or walls). Spot - check concrete pours. Soil testing by laboratory. 2. Columns: Rebars of concrete columns. Spot -check of concrete pours. Size verification of steel columns. Welding inspection and testing (if necessary) by laboratory. 3. Walls: Rebars and spot- checking of placing of block and horizontal reinforcement, clean -out holes for grouted cells. Spot -check grouting procedures. 4. Beams and Slabs: Reinforcing of concrete beams and slabs and spot- checking of concrete pour, as deemed necessary during the course of the work. 5. Roof: Installation and anchorage of wood trusses, bracing and sheathing. 6. Joints and Embedded Fixtures: As indicated on drawings. 7. Ground Floor Slabs: Same as foundation. zp -22 -04 03:12P M.A.Suarez & Assoc. Please indicate your conformity and acceptance of this proposal by signing the attached copy of this letter and returning the same to this office. We look forward to working with you on this project and appreciate the opportunity to be of service to you. Best regards, M. A. Suarez & Associates, Inc. By: o A. uarez, P.E. 305- 443 -0442 P.03 Accepted by Beauchamp Construction Co., Inc. this 2 3 day of 5°° 017 2004 By: Print j c n-4 A . 406,A5 I FOLIO # 11- 2138-000 -0040 1 NATIONAL FLOOD INSURANCE CROWN OF ROAD 12.8 FL NGVD BUILDING OVVNER'S NAME BARRY UNIVERSITY BUILDING STREET ADDRESS (Indudmg Apt, Unit, Sum arnd/or Bldg. Na) OR P.O. ROUTE AND BOX NO. x 140 NW 115 STREET CITY MIAMI SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Des ptior% etc.) 36-52-41 38.80AC MIL SW 1/4 OF NW 1/4 LESS EAST 40 FEET BUILDING USE (e.g., Residential, Non- residential, Addition, Accessory, etc. Use a Garments ments area, if necessary.) REST LATITUDE/LONGITUDE (OPTIONAL) ( #tlA- #fR -##.t' or #►A) B1. NFIP COMIaJNITY NAME & COMMUNITY NUMBER VILLAGE OF MIAMI SHORES 120652 B2. COUNTY NAME MIAMIOADE 63. STATE FL 64. MAP NV PANEL Nt>MIER 1202500090 65. SUFFIX J 6b. FIRM itwEXDATE 07-17-95 67. FIRM PANEL EFFECTIVEIREVICEDDATE 03.24-94 FLCODZONE(S) X 89. BASE FLOOD ELEVATION(S) (Zan AO, us ddephoffloodin9) WA B10. Indicate the sante tithe Base Food Elevation (BFE) data or baseflood depth entered in B9 ❑ FIS Profile Caoumudy Detemtned ❑ Other (D) B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. 1s Ore bding located in a Coastal Barrier ResouCesSystem (CBRS) area errOtherwise Protected Anpa (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elealiOnS are based or ® Construction Drawings* ❑ Buffing Una Consbuctian* ❑ Finished Construction 'A new EI oration Certifiate w7 be required when coJrskurdion tithe buicf g is complete. C2. Btung Diagram Number 1 (Select the burg diagram metahnlartoits bulldrgfor which this ce to is being c cmpleted -see pages 6 and 7. ffnodiagram accurately represents the bum, provele a sketch or photograph.) C3. Seed:ions— Zones A1 -A30, AE,AH, A (with BFE), VE, V1 -V30,V (wlh BFE),AR,AR/A,AR/AE, AR/A1- A30,AR/AH,ARIA0 Complete items C3. -a-i below according to the bug diagram spec ied In Item C2. State the datum used. ff the delrm's &fete dfrom the dahmn used fortune BFE in S e c t i o n B, c o n v e c t the datum t o that used forth BFE Show field measurements and datum amversion as culatian. Use the space provided or Comments area of Section D or Section G, as appropriate, to document the datum canression. Datwn 1929 NGVD ConveralaCanments Elevation refence mak used N/A Does the elevation rte mak used appear on the FIRM? ❑ Yes CI No LI a) Top of bottomfloor (inducing b or enclosure) 14. 5ft.(m) Ci b) Top d nod higher floor 24.251t(m) ❑ c) Bottum of lov.est hodzorital stmchnal member (V zones only) NIA. f.(m) ❑ d) Attached garage (top of u) WA ft(m) ❑ e) Lowest elevation dmacdnne y and/or equipment servicing ff e bidding ( Desaribe in a Comments area) 14.5ft.(m) la t) Lowest ailment ( 9 (LAG) NIA. tl(m) ❑ 9) M (finished) 9 (HAG) WA it(m) h) No. of permanent openings (food vends) Mai 1 fl above adjacent grade WA 4 0 Total area of al permanent opennmgs (flood vents) in C3.h NfA sq. to (sq. an) TITLE ADDRESS 620 N.E 126Street SIGNATURE /J y ' ( ELEVATION CERTIFICATE Important Read the Instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM NAD 1927 ❑ NAD 1983 STATE FL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SOURCE ❑ GPS (Type). ❑ USGS Quad Map ❑ Other: 8 I 2 8 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION ZIP CODE 33161 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw to certify elevation information. I certify that the intonation in Sections A, B, and C on this certificate represents my best efforts to interpret the data aveflabla I understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 1001. CERTIFER'S NAME ALBERT R TOUSSAINT LICENSE NUMBER 907 Pduy Number PRESIDENT COIIPANYNAME AR TOUSSAINT &ASSOCIATES, Inc. CITY STATE ZIP CODE NORTH MIAMI FL 33161 DATE TELEPHONE 09113/04 305 891 -7340 U.M.ti. NO. 7 -0077 Expires December 31, 200: For Insurance Company Company NAIC Number AMberi R. Toaassaini 907 Sept 13, 2004 IMPORTANT: In these spaces, copy the corresponding information from Seddon A. BUILDING STREET ADDRESS Qaddsg Apt, Unit, ardor BBg. Na) OR P.O. ROUTE AND BOX NO. 140 NW 115 STREET CITY STATE ZIP CODE MIAMI SHORES FL 33161 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATiONICONTUIUED) Copy both sides of this Elevation Certfiratefor (1) carmunfy oflidal (2) insurance agent/company, and (3) building owner. COMMENTS SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ForZoneAO and Zorn A (wthout BFE), carnplds Items El ti gh E4. lithe Elevation Certificate s idended for use as supportig Miamian fora LOMA or LOMR -F, Section C must be compiled. El. Bur1dmg Diagram Nimber (Select the building diagram most sintato the bulling for which 1Ns cebficate is being completed —see pages 6 and 7. If no diagram ace ately reptesents the bolding, provkle asketchor photograph.) E2. The top of the bottom floor (inducing bent or enclosure) of the bulling is _ ft(m) _in.(an) ❑ abare or ❑ below (deck ore) the highest adjacent grade. (Use natural grade, amiable). E. For Building Diagrams 6$ MI openings (see page 7), the nerd higher floor °relented floor(elearation b) dthe buiding is _ ft(m) _in.(cm) above the highest adjacent grade. Complete kerns C3.h and C3.i an front d fpm. E4. The top of plalfonn d madiitey ardor eqtipment servicing the taking is _it(m) m.(an) ❑ above or ❑ below (c edc one) the ►ighest ailment gala (Use natural grade, ti awalable). E5. For Zone AO only if no flood depth numbers available, is the top cite bottom floor etevated in aocordaice uatih the mammals is fioodplaan management ordnance? ❑ Y e s ❑ No ❑ Un k n a v e . The local acid mistcergy this donation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The properly owner or owner's authorized representative who completes Sections A, B, C (Items C3.h aid C3.i only), and E for Zone A (w6tqut a orcommonly- issued BM) orZmeAO must sign hers Thestatments in Sedions A, Q k;, and Earecorrsdtothe best ofny leadedga. PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The Inca official who is authorized by law or Deere= to aninister the c cnununilyls flloodplan management ordnance can complete Sections A, B, C (or E), and G of ths Eon Certficate. Corte the applicable bangs) and sign below GI . ❑ The inforrrdon in Se on C was tacen from other sib that has bean signed and embossed by a icensed surveyor, engineer, or architect who is authorized by state o r local la wto c e r ti f y elevation idanna io t ( I n d i c a t e the saace ail dated the ete ation data it the Comments area bekevv ) G2. ❑ A carom* otF,ciat cam Section E fora bidding located it Zone A (NtUiout a FNMA -issued acatmia y- issued BFE) or Zone AO. G3. ❑ Thefobowiig donation (items G4 G9) is provided for commie* fioodplan marragernent purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G& DATE CERWICATEOFCOMPLANCE /OCCUPANCYISSUED G7. This penrn6 has been issued for ❑ New Corstrucdon ❑ Substantial Improrement G8. Elevation of as -bust lowest floor (including basement) of biuldi g is G9. BFE o r ( m Zone AO) depth of ftoodug at the bulking g se is: LOCAL OFFICIAL'S NAME COMr9NUNITY NAME SIGNATURE COMMENTS CITY DATE TELEPHONE TITLE TELEPHONE DATE L(m) _t(m) For hum= Canpaiy Usa Port' Number Comply NAIC Number ❑ Check here If atta hments STATE ZIP CODE Datum: Datum: B& MAP AND PANEL 137. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER 65. SUFFIX M. FIRM INDEX DATE EFFECTNEIREb1SED DATE 68. FLOODZONE(S) (Zone AO, use depth offloading) 12025C0090 .1 07 -17 -95 03-24-94 X NIA FOUO # 11- 2136 -0Q0 -0040 CROWN OF ROAD 12.8 Ft NGVD I' I3UILDING OWNERS NAME BARRY UNIVERSITY BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. Na) OR P.O. ROUTE AND BOX NO. 140 MN 115 STREET CITY MIAMI SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 36 -52 -41 3&80AC MIL SW 1/4 OF NW 1/4 LESS EAST 40 FEET LATITUDE/LONGITUDE (OPTIONAL) Nitwit') #tla -#!R -NAP a ) TITLE ADDRESS 620 N.E 126 Street NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the.h strucdons on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM NAD 1927 ID NAD 1983 ( U a) Top of bottom floor basement orenclosure) 14.5 tt.(m) ❑ b) Top of nerd highertloor • 24.2511•.(m) CI c ) Bottom of k test horizontal guttural menber(V zones only) WA . (m) d) Attached garage (top of slab) NIA 1L(m) ❑ e) Lowest elevation of machkrery ad/or equipment senriclrrg tie boldng (Describe in a Cam area) 14.5 ft(m) a f) Lowest ( grade (LAG) WA . _ft.(m) a 91 Highest ailment ( grade (HAG) WA it(m) ❑ h) Na ma of pernent openings (food vends) Mtn it. a Rove adjacent grade WA D ) Total area of al permanent openings (flood vents) in C3.h WA sq. in. (sq. an) STATE ZIP CODE FL 33161 BUILDING USE (e.g., Residential, Nadel, Addition, Accessory, etc. Use a Comma area, if rrecessay.) TLA. RESIDENLIDORMITORY SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SIGNATURE yj DATE TELEPHONE 09113I04 305191 -7340 0.1V1.11. 3U .11. NO. O / - UUl J . Expires December 31, 200; SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation infom►ation. 1 certify that the information in SedionsA, B, and Con this certificate represents my best efforts to interpret Me data avaiabla I understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Sedtion 1001. CERTIFIERS NAME ALBERT R TOUSSAINT UCENSE NUMBER 907 PRESIDENT COMPANY NAME AR TOUSSAINT &ASSOCIATES, Inc. For ksurales Company Use Policy Wilber Cornpany NAIC Numbs SOURCE El GPS (Type). ❑ USGS Quad Map 1:1 Other 131. NFIP COMMUNITY NAME & COIWURINITY NUMBER VILLAGE OF NIAM I SHORES 120652 B2. COUNTY NAME M IAMI•DADE 133. STATE FL 610. Inmate the source of the Base Food Elewalron (BFE) data or basefkrod dtrptit emteed in I9. ❑ FIS Prole ® FIRM ❑ Comma* Determhied ❑ Other(Descrbe)': B11. Indicate the elevation datum used forthe BFE in 99: ® NGVD 1929 ❑ NAVD 1968 ❑ Other (Desabe): B12. Is the bulling located in aCoastal Bailer Resources System (CBRS) area aOtherwise Protected Area (OPA)? ❑ Yes IN No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Bung elevations are based on: ® Construction Drawings* ❑ Building Under Construct's:* ❑ Finished Constructice *A new Elevation Cetikate w7 be requited when rorstructbn of the bang is complete C 2 . B u l k i n g D i a g a n Number 1(Select the bolding &gran most surillarto the b u t t i n g for witch this c e r t t o is b i n g completed - see p a g e s 6 and 7 . If no diag an accurately represents tie budding, prairie a sketch aphotograph.) C3. Elevalio s— ZonesA1 -A30, AE, AH,A (with BFE), VE, V1 -V30, V (wlh BFE),AR, ARIA, ARIAE,ARIA1- A30,AIRIAH,ARIAO Complete fens Ca-el be aanordng tot the baling Cagan speared in Item C2 State the dawn used. If the datum is differertfrom the datum used for BFE in Section B, convent the datum to that used for the BFE Show field measurerreds and datum conversion cdarlatian. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to doaxnent the datum corn+ersion. Datum 1929 NGVD CorwersionComrnents Elevation reference malt used WA Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No Albert IL To"xsaa, mt • 907 Sept. 13, 2004 CITY STATE ZIP CODE NORTH MIAII FL 33161 IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDING 5iKtti ADDRESS (Inducing Apt, Unt Sate, adla Bldg. Na) OR P.O. ROUTE AND BOX NO. 140 NW 115 STREET CITY STATE ZIP CODE MIAMI SHORES FL 33161 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION'(CONTINUED) Copy bath suss of tits Elevation Caftan for (1) co nt* official, (2) insurance agent/company, aI (3) building d>wrier CONti1lENTS SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (wthout BFE), complete items El though E4. If ha Beaton Ceres branded for use as supporting !donation for a LOMA or LcR-F, Sec C must be El. Buffing Diagram Number_(Select the building diagram most sinter to the building for witch Lis eerldk ate is being completed —see pages 6 and 7. ff no cagrdm a:c utdy represents the building, provkle a sketch orphotagaph.) EZ The top ofthe bottom floor (educing basement orerdosure) d the bullring is _ fL(m)_in.(an) ❑ atom or ❑ below (cheat one)the highest *cent gade. (Use natural grade, d addle). le). E3. For Building Diagram 6-8 with openings (see page 7), the net Nghertloororelented floor (elevation b) of the buffing is _ ft.(m)_in (cm) abode the higtest adjacent grads. Complete kerns C3.h and C3.i on front of form. E4. The top of the platform of matikiey anilor egtipmeit seating the bullring b _ft(m) _in(cm) ❑ above or ❑ below (dredc one) the highest adjacent grade. (Use nahral grade, d &stabs). E5. For Zone AO only: tf no flood depth numbers avadlable, s the top of the bottom tioorelevated In accordance wtih thecamrniunhr's tioodplabi marrage a t ordinance? ❑ Yes ❑ No ❑Unknown. The lout official must day this informalice In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representaive who canpletes Sections A, B, C (Items C3.h and Calorly), and E for Zone A (valluit aFEM edorcc*mnunly- issuedBFE)cr aneAOmnstsignhere Thestafemeft in Sedans A,$ CandEErecorraictbHrebestof mylo >nwleargiad PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local officia who is a u t h o r i z e d b y lava o r d i n a n c e t o atnirdisterthe °an nuity's floodpk n management ordnance can complete Sectors A, B, C (or E), aid G cf the Elevation Ceildicata Compute fire applicable mss) aid stgi below. GI. ❑ The it lunation in Selon C was ekedtorn other &cu on that has been signed and antsmed ty a keraed snaveyor, efighlad, o aic hitectwig is authorized by state or lord taw io catty eiavatian uddxrnation. (Indiute the source and date dew elevation data ii the Comments area below.) G2. ❑ A coinnnrily °tidal completed Sections E fora bulling located in Zone A (Mirada or com muddy red BFE ) orZone AO. G3. ❑ Thefoiowixj irdormaran (Items G4-G9) is provided forodnnmuity fioodplain managened purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCEIOCCUPANCY ISSUED G7. This pent has been issued tor: ❑ New Construction ❑ Substantial Inpwerneit G8. Elevation of as -buil lowest floor (Inddudng baserieit) d the bufnlrg s: G9. BFE or (in Zug AO) depth afliming at the bulling sues: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS CITY DATE TELEPHONE TiTLE TELEPHONE DATE Fel Insurance tamely Use Pagel Nwitha Canpary+NAICNumber ❑ Check here if attachments STATE ZIP CODE ❑ check here if attachmeits Debra: Dram EXFILTRATION RATE CALCULATIONS: Cummulativ e Exf.(c.f.) Storage (c.f.) Outflows tot.(c.f.) 78 Du Exf /ft TOT EXF 78 23,306 7,491 .�� 78 W: 3 9 to9 tf)OtON 00' -v- N(VM 0.00 0.00 H2 7,491 77,410 78 93,226 H2: 8.58 0.00 2.83 116,532 Du 124,023 78 139,839 Du: 6.38 0.01 5.88 186,451 7,491 193,943 78 233,064 Ds: 6.42 0.01 9.14 279,677 7,491 0.02 12.61 419,516 7,491 427,007 78 559,354 7,491 566,845 Infil. Test Resutls (K): 6.82E -04 0.03 16.29 Ds 78 839,031 7,491 Exf/L.F.: 0.125 0.04 21.81 STORM F= 5 VOL 1" = 4,899 TIME 1" = 13.16 w. INI. TIME= 0 .. E TOTAL T= 13.16 iii Exf(cfs) Cummulativ e Exf.(c.f.) Storage (c.f.) Outflows tot.(c.f.) 78 0 7,491 7,491 78 23,306 7,491 30,798 78 46,613 7,491 54,104 78 69,919 7,491 77,410 78 93,226 7,491 100,717 78 116,532 7,491 124,023 78 139,839 7,491 147,330 78 186,451 7,491 193,943 78 233,064 7,491 240,555 78 279,677 7,491 287,168 78 419,516 7,491 427,007 78 559,354 7,491 566,845 78 699,193 7,491 706,684 78 839,031 7,491 846,523 Time(min) Intensity (inihr) Runoff (cfs) Inflows runoff(c.f.) 0 0 0 0 5 7 7 2,173 10 6 7 3,942 15 6 6 5,410 20 5 6 6,648 25 5 5 7,706 30 4 5 8,620 40 4 4 10,122 50 4 4 11,304 60 3 3 12,258 90 2 3 14,264 120 2 2 15,535 150 2 2 16,413 180 1 2 17,055 .9 (Project: Owner: roject Address: Drainage Area: r r EXFILTRATION TRENCH COMPUTATIONS Barry University Residence 2 Barry University 140 NW 115 Street 1.35 Ac MASS DIAGRAM CALCULATIONS C factor for impervious area: C factor for pervious area: Acres of impervious area: Acres of pervious area: Proposed feet of french drain: Rate of exflltration: Storage aval. In the system: Weighted coeff. of runoff: Total drainage area: Req'd L.F. of French Drain: Required length of French Drain at total "T" 8 6 4 2 Five Year Storm ' O me`mi0 O o 8 p 8 F. 8 O N G N N 'V' t" tO Of O 0.9 0 0.3 5 10 15 20 25 30 40 1.35 50 60 a 90 22 Time I Inflows (min.) I runoff(c.f.) 0 7,491 2,173 30,798 3,942 54,104 5,410 77,410 6,648 100,717 7,706 124,023 8,620 147,330 10,122 193,943 11,304 240,555 12,258 287,168 14,264 427,007 15,535 566,845 /16,413 706,684 17,055 846,523 Sec- Twn -Rng: Engineer -of- Record: Florida Registration No.: Date: A. Dettbam PE 18966 6/23/2004 Outflows Overflow Cummulative tot.(c.f.) c.f. Volume (c.f.) (7,491) (829,468) f 1st inch at total time of concentration (28,625) (50,162) (72,001) (94,069) (116,318) (138, 709) (183,820) (229,252) (274,911) (412,743) (551,311) (690,271) 0 0 0 4,869 4,953 5,200 5,539 6,091 6,950 7,789 9,125 11,007 12,409 13,483 6,091 44,\7 J un 14 04 07:58a JUNE 11, 2004 TEST REPORT OF : S. WENT : PROJECT: PROJECT : TESTED BY: RESULTS OF TEST TEST LOCATION: Soils Descriptions: DEPTHS 0.0 - 1.5' 1.5'- 4.0' 4.0'- 7.0' 7.0- 15.0' Depth of Test Hole Eastcoast Testing _DEPTH of GROUND WATER TABLE : +/- 10.0' Feet TIME TOTAL FLOW 10 MINUTES AVERAGE CUBIC FEET/ SEC. 'HYDRAULIC CONDUCTIVITY : Respectfully Submitted By : EASTCOAST TESTING ENGINEERING, INC. (CRAIG S. SMITH PRESIDENT 46, Fl da tallab12402162. CS EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645 - "SOIL" F. W. M. D. Exfiltration Test (Usual Open - Hole Test) BARRY UNIVERSITY PROPOSED DRAINAGE 11500 NORTH MIAMI AVENUE MIAMI, FLORIDA HAROLD, EDGERTON ON JUNE 10, 2004 Exfiltration #1; Location; Approx. 216' WEST 8 155' SOUTH OF THE NW CORNER OF THE EXISTING RESIDENCE DARK BROWN F1NE- MEDIUM GRAINED SAND LITTLE LIMEROCK TRACE ROOTS TAN FINE-MEDIUM GRAINED SAND LITTLE LIMEROCK TAN FINE - MEDIUM GRAINED SAND SOME LIMEROCK FRAGMENTS LIGHT TAN FINE - MEDIUM GRAINED SAND TRACE OF SHELL FRAGMENTS '15.0 ft. Below Existing Grade GALLONS 487.2 Gallons '48.72 Q= 1.09E -01 K= 6.82E -04 9549718872 Lab No. 2402162EX G.P.M. p.1 SOUTHERN FIRE CONTROL, INC. 16305 N.W. 48th. Avenue Miami Lakes, FL 33014 PH;305- 621 -4800 / FAX;305- 621 -2233 Hydraulics Summary Sheet Project Information BARRY UNIVERSITY RESIDENCE BUILDING # 2 NORTH MIAMI AVENUE AND N.W. 115 STREET MIAMI SHORES, FLORIDA Contract No: / HYD. CALC. FILE # BARRY4 Building: # 2 System ID: FOURTH FLOOR - FOUR SPRINKLER FLOWING Ref. Drawing No: FP1 THRU FP -4 Construction: NON- COMBUSTIBLE Occupancy: LIGHT HAZARD Authority: MIAMI DADE COUNTY System Information Hydraulics Design Criteria System Type: TREE /GRID Density: 0.10 GPM /SqFt Remote Area: 4 FLO SqFt Sprinkler Coverage: VARIES SqFt Design Standard: Hazard: Figure: Sprinklers / Nozzles Manufacturer: DIKING Model: UK430 AND V Size: 1/2" K— Factor: 4.3 AND 4.2 Temp. Rating: 155 N.F.P.A. 13 (1999 EDITION) LIGHT 7- 2.3.1.2 Curve: 1 Designer: J.R. Calc By: J.R. Date: 07 -15 -04 Hydraulics Information Demand... Spr Req'd Pres: Spr Req'd Flow: Add'I Flows: Hose at Srce: Total Flow: Total Pres: Static Elev: 42.31 PSI 60.92 GPM 100.00 GPM 0.00 GPM 160.92 GPM 41.36 PSI 0.00 Ft Supply... Water Flow Test Static: 50.00 PSI Residual: 45.00 PSI Qty Flowing: 1200.00 GPM Elevation: 0.00 Ft Date: Time: By: MIAMI DADE FIRE DEPT. Pump Data Rated: 0.0 PSI@ 0.0 Boost Pres: (NA) Discharge Pres: (NA) Discharge Flow: (NA) Combined Static: (NA) Residual: (NA) Qty Flowing: (NA) Available... P) 49.88 PSI@ 160.92 F) 41.36 PSI@ 1612.36 GPM PSI PSI GPM PSI PSI GPM GPM GPM Margin... Pressure: 8.52 PSI Flow: 1451.45 GPM Sigma Dynamics Corporation 7700 Summary Sheet � 100 96 92 88 84 80 76 72 68 64 60 56 52 48 40 36 32 28 2` Margin Pressure 8.52 PSI Flow 1451.45 GPM N 1 FOURTH FLOOR - FOUR SPRINKLER FLOWING 4 0 150 300 450 System Demand Sprinkler Demand Additional Flows Hose at Source Total Demand 600 750 42.31 PSI @ 60.92 GPM 100.00 GPM 0.00 GPM 41.36 PSI @ 160.92 GPM 900 r 1050 Water Flow (GPM) 1200 Sigma Dynamics Corporation 7700 Supply / Demand Graph 1350 Water Supply.. Static 50.00 PSI Residual 45.00 PSI @ 1200.00 GPM Elevation 0.00 PSI 1500 , CITY PRESSURE AVAILABLE AT 160.9 GPM 49.88 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K- FACTOR PRESSURE SUBMITTAL SERIAL NO:3030HY1 07 -15 -2004 PAGE 1 FOURTH FLOOR - FOUR SPRINKLER FLOWING TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 2 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 10 TO 104 FLOW TEST RESULTS Water Supply STATIC 50.00 PSI RESIDUAL 45.00 PSI @ 1200.00 GPM 101 15.00 15.00 4.20 12.76 102 15.47 15.00 4.30 12.95 103 15.11 15.00 4.20 12.94 104 15.33 15.00 4.30 12.72 60.92 GPM 100.00 GPM 160.92 GPM 41.36 PSI 0.00 PSI 8.02 FPS SUBMITTAL SERIAL NO:3030HY1 07 -15 -2004 PAGE 2 ' FOURTH FLOOR - FOUR SPRINKLER FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 9 101 0.884 L 2.00 C =150 PT 12.76 (101) Q 15.00 F =0 F 0.00 PE 0.00 BN T 2.00 0.1164 PF 0.23 PT 12.99 ( 9) 10 104 Q 15.33 0.884 BN • 10 103 1.602 Q 11.41 CM1 8 10DQ 15.33 1.602 Q 26.74 CM1 L 2.00 C =150 PT 12.72 (104) F =0 F 0.00 PE 0.00 T 2.00 0.1212 PF 0.24 PT 12.96 ( 10) L 4.00 C =150 PT 12.94 (103) F =0 F 0.00 PE 0.00 T 4.00 0.0039 PF 0.02 L 176.00 C =150 PT 12.96 ( 10) F =7E F 35.00 PE 0.00 T 211.00 0.0187 PF 3.95 PT 16.91 ( 8) 102 103 1.602 L 12.00 C =150 PT 12.94 (103) Q 3.70 F =0 F 0.00 PE 0.00 CM1 T 12.00 0.0005 PF 0.01 9 102DQ 15.47 1.602 L 4.00 C =150 PT 12.95 (102) Q 19.17 F =0 F 0.00 PE 0.00 CM1 T 4.00 0.0101 PF 0.04 8 9DQ 15.00 1.602 L 128.00 C =150 PT 12.99 ( 9) Q 34.17 F =E F 5.00 PE 0.00 CM1 T 133.00 0.0295 PF 3.92 7 8DQ 26.74 2.157 L 68.00 C =120 PT 16.91 ( 8) Q 60.92 F =4E,BV F 32.20 PE 0.00 FM3 T 100.20 0.0305 PF 3.06 6 7 4.260 L 23.00 C =120 PT 19.97 ( 7) . Q 60.92 F =2E F 26.40 PE 3.03 FM2 T 49.40 0.0011 PF 0.05 5 6 4.260 L 109.00 C =120 PT 23.05 ( 6) Q 60.92 F =5E F 66.00 PE 0.00 FM2 T 175.00 0.0011 PF 0.19 4 5 4.260 L 2.00 C =120 PT 23.24 ( 5) Q 60.92 F =0 F 0.00 PE 0.87 FR T 2.00 0.0011 PF 0.00 SUBMITTAL SERIAL NO:3030HY1 07 -15 -2004 PAGE 3 FOURTH FLOOR - FOUR SPRINKLER FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI • 3 4 2 3 Q 60.92 Q 60.92 4.260 FR 4.260 FM1 1 2DQ 100.00 4.230 L 120.00 C =150 PT 37.66 ( 2) Q 160.92 F =E,DCA F 9.00 PE 1.30 UN T 129.00 0.0046 PF 0.59 AMES MOD. 3000SS DOUBLE CHECK VALVE ASS'Y 1.71 0 1 6.340 Q 160.92 UN L 22.00 C =120 PT 24.11 ( 4) F =0 F 0.00 PE 9.53 T 22.00 0.0011 PF 0.02 L 20.00 C =120 PT 33.66 ( 3) F =4E,BV F 68.60 PE 3.90 T 88.60 0.0011 PF 0.10 L 90.00 C =140 PT 41.27 ( 1) F =GV,E F 16.00 PE 0.00 T 106.00 0.0007 PF 0.07 PT 41.34 ( 0) MAS I M.A. SUAREZ & ASSOCIATES, INC. CONSULTING ENGINEERS 2990 SW 35TH AVENUE Phone: 305- 443.0891 MIAMI, FLORIDA 33133 Fax: 305-443.0442 PE 25414 EB 3160 BARRY UNIVERSITY CALCULATIONS e„07 r' M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 PRODUCT 2014 pnpte Sbls) -„Ped) ! t' i 1 I' ! 1 '• 3 4- T 7 I ) e e' A5 1 { ! ' 3 : 3 i : j At j 1 i i r _ i { ._ ! F Ri ,, ,.... f 4. . ...4 - r x.._.. . .... 3 i i i i I f i 1 k t � /34„,--7 44,1‘,/,e< SHEET NO. OF JOB CALCULATED BY A P . DATE a 6 />1'f O CHECKED BY DATE SCALE 4.� 3 a M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRODUCT 204-1 (Sap Reels) 245-1 (Paddad) PIVOMe4,04/ 2. t 7 idee 04Fcx-getto phOpAy‘lii 1 OL.pasoe to 91 ArAtofr; AtAtigGioe. 46.0 JOB 0• 44A/pdree.4it-ete 2- SEIM NO r OF CAOULATED BY )-,4 A S DATE `W C4CKED BY DATE S4LE teic A iyby 14. 9,0 -1 z-i* 2 2 6, wlsol!A/00i e phip4. 449e.r..e.4 40 8 , ,c3.14,10 0 2.,,gravAok. :N700-1 7 2 004431/4 ............ 7 ........ •• 4 4 t4 - .34 *71— L • M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRODUCT 20 pee Sheds) 205.4 (Pd) 1 4 ....... - 1 JOB ,22P r tAweezr it; "44-citete- SHEET NO OF CALCULATED BY CHECKED BY SCALE ; 1 t• DATE DATE 1/ 44 "Orb_ ./ ct 0 Ala PLC O ceo 0.04. ocNi PO 444 zeir 04-cve-Akai. Oeov r- ' k ''' °4- 3- 8 d ‘r" i.4.40- .N (.1% • /YAW- . I • I • • . ........... f'slw - M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PROM 7A4-1 (Si*) 2064 (Padded) JOB 404Plhe7 4/11/2i/e,44 SHEET NO 9 OF CALCULATED BY isl DATE CHECKED BY DATE SCALE WIND LOADS WALL AREA 4 5 GCp ( +) 0.902 0.902 GCp ( -) -1.002 -1.204 PRESSURE (psf) 50.1 50.1 SUCTION (psf) -54.7 -64.1 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 36.0 FT2 MEAN ROOF HEIGHT = 9.0 FT Kh = 0.849 DISTANCE, Z = 9.0 FT Kz = 0.849 CUSTOMER : JOB'NUMBER : DESCRIPTION : WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 JSA GROUP, INC. 13465 SW 91 TERR. MIAMI, FL 33186 (305)408 -8357 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida * ** DESIGN WIND LOADS - ASCE 7-98 * ** * ** COMPONENTS AND CLADDING * ** a 4 b DATE : 6/16/2004 qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 42.3 FT CORNER DISTANCE, a = 3.6 FT GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.300 0.300 0.300 GCp ( -) -0.800 -1.400 -1.400 PRESSURE(psf) 27.2 27.2 27.2 VERT. COMP. 25.8 25.8 25.8 HORIZ. COMP. 8.6 8.6 8.6 SUCTION(psf) -55.6 -89.6 -89.6 VERT. COMP. -52.7 -85.0 -85.0 HORIZ. COMP. -17.6 -28.3 -28.3 a a a a 2 1 2 2 1 2 3 3 3 3 CUSTOMER : JOB : DESCRIPTION : • JSA GROUP, INC. 13465 SW 91 TERR. MIAMI, FL 33186 (305)408 -8357 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 4.00 : 12 (18.43 DEG) 655.0 FT2 39.2 FT 39.2 FT Kh = 1.039 Kz = 1.039 P = gh[(GCp) (GCpi)] GCpi = ± 0.18 qh = 56.7 PSF qz = 56.7 PSF BUILDING WIDTH = 42.3 FT CORNER DISTANCE, a = 4.2 FT DATE : 6/16/2004 ............ M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 • PRODUCT 204-1 (SI* Shags) 208-1 (Padid) . . 4-4 • r i 4 JOB 8 SHEET NO. CALCULATED BY CHECKED BY DATE SCALE A X 4 4 DATE 12 in diem. Code: ACI 318-95 Units: English Run axis: About X-axis Run option: Design Slenderness: Considered Column type: Structural Bars: ASTM A615 Date: 06/21/04 Time: 12:10:22 P (kip) 300 — -100 — 30 Mx (k -ft) PCACOL V3.00 (PCA 1999) - Licensed to: Licensee name not yet specified. File: C: \PROGRA- 1\DESIGN\PCA \CHARC3.COL Project: Barry Univ. res.2 Column: C -1 Engineer: fc = 3 ksi fy = 60 ksi Ag = 113.097 in "2 4 #6 bars Ec = 3122 ksi Es = 29000 ksi As = 1.76 in "2 Rho = 1.56% fc = ksi e_rup = Infinity Xo = 0.00 in Ix = 1017.88 in "4 e_u ; 0.003 in /in Yo = 0.00 in ly = 1017.88 in "4 Beta1 = 0.85 Clear spacing = 4.13 in Clear cover = 2.17 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 kx(braced) = 1, kx(sway) = N/A M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PROBUCT204d (SingleSheeta)200.- 1(Padded) JOB OF CALCULATED BY ) a 21-4 21-4 + DATE 0-1141 SHEET NO. CHECKED BY DATE SCALE M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 PA000CT2114•1(S6paSde s)2054(Paddel) JOB v u SHEET NO /0 OF CALCULATED BY .4A DATE o V//4/0 CHECKED BY DATE SCALE • • Lo /er' M. A. SUAREZ & •ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 3 PRODUCT200 (Staple Sheds) 7A•1 (Padded) 0 { JOB A 1Z4Z U 1J 1 ✓. ,t -��. e.�� SHEET NO ) y � CALCULATED BY ).4 f 4 CHECKED BY SCALE OF DATE 6 042 /0 DATE 17 PRODUCT 2%1 (Slagle S00et>)205-1 (Paled) M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 JOB tt.-0771 e�lt�Gr , 41-e . 7 SHEET NO. J Z CALCULATED BY /4 ' OF DATE CHECKED BY DATE SCALE PRODUCT204-1 (Skala Shaela)gia-1 (Padded) M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 JO SHEET NO. • OF CALCULATED BY "104 . DATE CHECKED BY DATE SCALE • , r ., '4 / 7 iG f�f�.. t � �...... 4• rvi'/1� PRODUCT211d-0 )Smgta Sheets) 205.1 (Paddtd) M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 JOB ielh ,G/,./l y. i e r __.. 2 SHEET NO _____/" yy�� CALCULATED BY fv S DATE CHECKED BY DATE SCALE OF M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 PRODUCT 20F1 (ale Sdee Is)2O54 (Padded) JOB 151 /C �/ SHEET NO.? OF DATE ®J,/' 6 CHECKED BY DATE SCALE • CALCULATED BY )-904 A I, M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, Ft 33133 Phone (305) 443 -0691 PROOUCW204 -1 (&i a Sheets) 205-1 (Padded) JOB '4 lli k i � WM, ; —( ie/ ?! SHEET NO /A CALCULATED BY i-p- .bd ? DATE CHECKED BY DATE SCALE OF PRODUCT 204-1 prbja Sheds) 2051 M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -069 JOB SHEET NO +' 1 OF DATE CHECKED BY DATE CALCULATED BY / 1 ' 6/2 96ru% "Are . 2 4 G //S"A T , SCALE • • M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 t t. PROOIICT2d- 1 Mee Sheets) 2.1(P dried) l —• { 1 r -5 YID kr /at a i y H I i ( L 7. i I i II € V j I d • - • • t 1 JOB I SHEET NO. l OF / CALCULATED BY -� DATE �^ / /- CHECKED BY DATE SCALE E € a 7 0 • E i 1 1 4 ,-13 ti p .3, €• t bG-2 ![ '�1� L ��— IA 1 1 p ®4 . /t d 3 ' � k i 44- I i .�Wa.. /el. V - b M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 } I i 4 } } PROUCT204, (Slagle Met) 2041(P - 4. 1 } 4 I 1 s ' a } } Caie AZ i 1 b } JOB i (AM 1 ' r SHEET NO 19 OF CALCULATED BY lV1 1A 1 7 DATE WIZ e f 0 7 CHECKED BY DATE SCALE { E f I f } r i { 1 } 1 PRODUCT 2114-1 (Steele Shads) 2E4 (Padded) M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 JOB ' `-' 4 77 A 17i tzak ° i-1 o/ SHEET NO CALCULATED BY )swe A 4 CHECKED BY DATE • OF DATE 7/7 0/05 SCALE • PRODUCT 24.1( leslEels)205-1 (Padded) M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 JOB "r 1 1G.. :( `°a � \ G. L (— ol JQ SHEET NO. Z1 OF CALCULATED BY 1 21 CHECKED BY DATE 1 )24/04 , DATE SCALE A. WADER I . OPTIONS: (Oft, lefts) C.. ; •..IC DATA SLAB - INPUT DATA FORM D. SPAN DATA - left to right (not cantiN',fj4 E. CANTILEVER DATA - if spec. in (complete both lines; use O's cantilever) "B' for non- existen SPIN I WIDTH TH 1 I feet I feet -I' inches I Left I I _-- 1 i 4' P Right I 1 _SEP /89 a 47 g. (80 characters maximum) I LAST 1 FAST 1 PRINT I ANY I CODE I ALT. 1 PITIED I SIDE I I PROS ? _I PRINT? I INPUT? I CANTIL? I REDUCE? I BAYS? I BASE? I SWAY? I II i I 7 H i P _ L 1 { _ fh - . 1 - I I N 1 TYPE 1 MOM.RED I FC I FY I FCT I FV I SAM i COL.LEN.(FT) 1 1 No. of 1 5waffle slab I 0=none 1 1 1 0 for 1 1 1 TCOL BCOL 1 spans 1 6- two -way slab 1 1 col. /2 1 ksi "I ksi 1 reg. 1 ksi I pcf I above below I incl. 1 1 concr. 1 1 I I cantil I ol v '/y4+ ' '. 2 Fl I y� 1 REPS I SPAN 1 WIDTH DEPTH 1 WLD 1 1 1 1 - 1 feet 1 feet inches 1 feet I I �. 1 / 111Z- ); l 1 7,, c i)2? ' e I 1 1 /7.7 I G I I r Z• I 1 1 I 1 1 1 1 1 I I 1 I I 1 I 1 1 1 I I WLD feet SLAB F. tOLUMN DATA - left to right (if both col. L's = 0, omit this.) START SPAN (BM) above DIMENSION (inches) REPS I TYPE 1 1=01 I c24LL 1 3=DL,LAST 1 4=LL, LAST 1 I I 1 1 1 1 1 1 I 1 1 1 1 1 .I 1 1 1 1 below REPS 1 Width I Depth 1 Width 1 STOP I DTOP 1 BBOT 1 1 I ___ - _ Depth DBOT I I 1 y 1 //C Z . LINIF. LOADS - Any order, at least one required I LOAD 1 WIDTH 1 START I END 1 I I 0=1 1 0= I 04. I I I I left 1 1 1 I I end I I 1 1 I I 1 1 I I I I 1 psf I ft. I ft. 1 ft. I II I I I I I I I I I I I I H. CONC. LOADS - Any order one required START I REPS 1 TYPE 1 LOAD 1 LOC. SPAN 1 1 1 =DL I (P) 1 (BM) I 1224LL I I 1 3=DL.LAST I 1 1 4=LL. LAST 1 I kips 1 ft. 2 I ) I %/ I® I I I I I I I 1 1 1 I • i I �„„� 1 I I . 'TEE DATA - Only if "TYPE' = 5, (required for all spans, including cantilevers) REPS 1 No. of I WEB Spacing 1 Flange 1 TOP of I FLANS 1 (c-c), inch. 1 TFK I WEB I I I WIDTH 1 I 1 1 1 1 I- I 1 1 1 I I 1 1 1 1 1 I 1 1 1 I- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J. DESIGN DATA 0,1 or 2 1 LEFT 1 RIGHT 1 in, I DESIGN I BAR SCHETL I WIND I IOM LIMIT I I OONo Design I 0= No I 0= No 10= .2,.8 I I 1 Do Design I 1= Yes I 1= Yes 1 1= .3,.7 I I I I 12 = .4,.6 I I I , j { I ?-_ I I K. fl.AT SLAB, FIAT- PLATE, WAFFLE DATA - only for "TYPE` = 5, 6 • END SPANDREL BEAM I SIDE SPANDREL BEAM 1 I I 1 I WIDTH -E I DEPTH-E I WIDTH -S I DEPTH -S-S 1 I in. I in. I in. I in. I I I I I • I K, Cont 49 NUM (I# OF LINES OF I DROP DATA WHICH I FOLLOW) I DRIP -L I DROP-W I DROP -T 1 FROM I TO I OI.IALIFY I I I I I I I I I ft. I ft. I in I - I - 10=No, 1 =Yes 1 I 1 i I I I I I I 1 1 I 1 1 1 1 I 1 I 1 I 1 I I 1 1 1 I 1 I 1 1 I I I I I I 1 I I 1 1 1 I I I 1 1 I I I I I I I I 1 �._....`.._ I I I I SEP /89 SLAB • Note( "FROM" and TO may be the sane span number for this and subsequent data entries. • SEP/ . EFFECTIVE COVER in. 1 in. 1 in. I I . WIND MOMENTS (CANTL = 1, CANTR = N) (only if WIND = 1 in Data) . ItEBAR DATA (Flat Slabs and Flat Plates only) .I 11 No of Lines of Data 1 1 I I . D'L 1 DIM 1 D'R 1 FROM 1 TO No. of lines of Data M_ MR FROM 1 TO 1 1 1 ft—kip ft —kip — 1 — 1 1 I I 1 BOTTOM MAT 1 "B' 1 'F" I "C" 'D" I 1 (ADDL BOT) R61H- - - -ITOVVtVrrj _.� i _(r LOWS) 1 I/ I I 1 I I SAI: SLAA - Flat Plate, Slab and Waffle Design Version 1.61 - 01/29/1992 - C4,0 Copyright (C) 1986 -1991, Structural Analysis, Inc. Boca Raton, FL' 33432 (407) 394 -4257 User #930078 M A SUAREZ & ASSOCIATES INC MIAMI - FL 33133 Input data filename: 4f1.1 DATE: 2 -16 -2001 TIME: 9: 7 :44 PROJECT: BABY HOUSING FOUR STORY SHORT ** *BASIC DATA * ** LAST CANT CODE ALT PIN SWAY MOMRED YES NO NO YES NO NO YES TYPE BMS Ft FY FCT FV, GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 5( 4. 60. 316.2 60.0 145. 8.70 9.70 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD COL, ST, feet feet in in in feet feet 2 12.1 17.7 6.0 .0 8.0 .0 6.05 3 17.6 17.7 6.0 8.0 8.0 .0 8.80 4 12.1 17,7 6.0 8.0 .0 .0 6.05 i* *COLUMN DATA * ** COL BTOP DTOP BBOT DBOT in in in in 1 .0 .0 .0 .0 2 12.0 16.0 12.0 16,0 3 12.0 16.0 12.0 16.0 \4 .0 .0 .0 .0 * *UNIF. LOADS * ** BM TYPE LOAD WIDTH START END psf feet feet feet 2 DL 25.0 17.7 .0 12.1 3 DL 25.0 17.7 .0 17,6 4 DL 25.0 17.7 .0 12.1 2 LL 40.0 17.7 .0 12.1 3 LL 40.0 17.7 .0 17.6 4 LL 40.0 17.7 .0 12.1 t *CONC, LOADS * ** 1M TYPE P LOC kips feet 2 LL .0 5.0 - -•rum uun°, ruAil WMf1 DATA * ** (1nCnesJ WIDTH -E DEPTH -E WIDTH -S DEPTH -S 8.00 36.00 .00 .00 * ** THIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME * ** ** *EFFECTIVE COVER * ** (inches) BM LEFT MID RIGHT 2 1 :50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 ** *MOMENTS AND SHEARS * ** • BM MLEFT MMID MRITE VLFT VRITE 2 .0 24.7 -53.8 11.00 16,63 3 -61.3 • 37.0 -61.3 19.20 19.20 4 -53.8 24.7 .0 16.63 11.00 ** *COLUMN RESULTS * ** COL MAXP M -UP M -DN MINP MAXUP MAXDN D/T SIGI VTOP VBOT kips kip -ft kips kip -ft kips kips 1 11.0 .0 .0 7.3 .0 .0 .71 .00 .0 .0 2 40.9 4.0 3.5 35,6 6.2 5.5 .71 1.67 1.1 .9 3 40.9 -4.0 -3.5 35.6 -6.2 -5.5 .71 1.67 1.1 .9 4 11,0 .0 .0 7.3 .0 .0 .71 .00 .0 .0 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 .03 3 .10 4 .03 ***MIDDLE STRIP * ** LEFT 1 < MID > 1 RITE PAN POINT: 0.0 0.1 0.2 0.3 0,4 0.5 0.6 0.7 0.8 0.9 1.0 I ** DESIGN MOMENTS * ** (kip -ft) M -LEFT M -MID M -RITE TEAM NO. 2: ;R WIG .00 9.89 -10.50 T WEG .00 -4.04 -7.31 'OMB ULT .00 14.98 -15.64 OMB ULT .00 -6.13 -10.23 EAM N0. 3: R WRG -12.06 14.81 -12.06 R WXG -8.32 -.55 -8.32 OMB ULT -17.99 22.24 -17.99 OMB ULT -11.65 -.93 -11.65 EAM NO. 4: R WRG -10,50 9.89 .00 R WIG . -7.31 -4.04 .00 OMB ULT -15.64 14,98 .00 OMB ULT -10.23 -6.13 .00 k* REINFORCING STEEL * ** (square inches and inches) BM ASL UL REVL ASM UM REVM ASR UR REVR DL DM DR ASMIN 2 .00 .00 .00 .75 .06 .30 .78. .07 .00 4.5 4,5 4.5 1.51 3 ,90 .10 .00 1.12 .13 .05 .90 .10 .00 4.5 4.5 4.5 1.15 4 .78 . .00 .75 .06 .30 .00 .00 .00 4.5 4.5 4.5 1.51 ** *COLUMN STRIP* ** LEFT l< MID >1 RITE SPAN POINT:. 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) BEAM N0. 2: GR WIG GR WIG COMB ULT COMB ULT IM ASL 2 .00 3 2.81 4 2.48 nd of SLAB M -LEFT M -MID M -RITE .00 .00 .00 .00 BEAM NO. 3: ;R WIG -36.17 R WIG -24.95 :OMB ULT -53.98 :OMB ULT -34.94 3EAM N0. 4: ;R WIG -31.49 :R WIG -21.92 :OMB ULT -46.93 :OMB ULT -30.69 * *SLAB TWO -WAY PUN 14.84 -12.12 22.47 -18.39 22.21 -1.64 33.37 -2.78 lapsed Time: 0 in 0 sec -31.49 -21.92 -46.93 -30.69 -36.17 -24.96 -53.98 -34.94 14.84 .00 -12.12 .00 22.47 .00 -18.39 .00 r ** REINFORCING STEEL t** (square inches and inches) UL REVL ‘ ASM UM REVM ASR UR REVR .00 .00 11.15 .19 .93 2.48 .41 .00 .32 .00 '1.70 .19 .14 2.81 .32 .00 .41 .00 1.15 1.19 .93 .00 .00 .00 ING SHEAR * ** OL VU VMAI V -PU V- TRAN,L VTRAN,R psi psi psi psi psi 1 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN 2 245.7 < 253.0 214.9 -30.8 30.8 3 245.7 < 253.0 214.9 30.8 -30.8 4 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN DL 4.5 4.5 4.5 DM 4.5 4,5 4.5 DR 4.5 4,5 4.5 ASMIN .78 1.14 .78 WIDTH 139.8 106.8 139.8 WIDTH 72.6 105.6 72.6 PU MU AC JC CL CR VLAM kips kip -ft eq in in *4 inches NOT BE CALCULATED.) 60.8 11.2 333.0 22374.5 10.25 10.25 .4263 60.8 -11,2 333.0 22374.5 10.25 10.25 .4263 NOT BE CALCULATED.) y�L A. HEADER 1 1A1•004 14 A ,$ ,.201..1a (80 characters maximum) - B. OPTIONS: (0=No, 1=Yes) 1 LAST 1 FAST 1 PRINT 1 ANY 1 CODE 1 ALT. 1 PINNED 1 SIDE I 1 PROB? 1 PRINT? 1- INPUT? 1 CANTIL? I REDUCE? 1 BAYS? 1 BASE? 1 SWAY? 1 1 1 1 1 1 I 1 _ 1 I I LL [ I I®I a 1 0 1 1 I I I 1 1 C.' BASIC DATA 1 N 1 TYPE 1 MOM.RE) 1 1 I_ 1 No. of 5=waffle slab 1 O*none 1 spans 16 -way slab I 1eco1. /2 1 incl. 1 cantil 1 D. SPAN DATA - left to right (not cantil.) SLAB - INPUT DATA FORM 1 REPS 1 SPAN 1 WIDTH 1 DEPTH 1 WLD 1 - 1 - 1 FC 1 FY 1 FCT 1 FV I SAM 0 for l ksi 1 ksi 1 reg. 1 ksi 1 pcf I I concr. 1 1 I 1 1 feet ) feet 1 inches 1 feet 1 1 3• G I 1 , I , I t i 1 / 47 E. CANTILEVER DATA - if spec, in °B' (complete both lines; use 0's for non-existent cantilever) 1 I SPAN 1 WIDTH DEPTH t 1 feet 1 feet 1 inches 1 I 1 1 Left 1 1 1 1 1 - I Right 1 1 1 1 _ SEP /89 1 WLD I feet COL.LEN. (FT) TCOL BCDL, above below I I ,,.. I �t�� I F(- �la"J /i0 SLAB F. OLUMN DATA - left t� right (if both col. L's = 0, omit this.) 1 1 above 1• I . I DIMENSION (inches) 1 REPS 1 Width 1 Depth 1 Width I Depth 1 I 1 BTDP I DTOP 1 BBOT I.. D T I ® I d l I I below . UNIF. LOADS - Any order, at least one required H. CONC. LOADS - Any order one required START 1 REPS 1 TYPE 1 LOAD 1 WIDTN 1 START 1 END 1 I START 1 REPS 1 TYPE 1 LOAD 1 LOC. SPAN I 1 1aDL I I Oa1 10= 104 1 I SPAN 1 114L I (P) (RN) 1 I tali. I 1 1 left 1 1 1 (BM) I 1 2=LL 1 I 1 3aDL,LAST 1 1 1 end 1 - I 1 1 13=DL.LAST 1 I I 1 4=1.1., LAST 1 I I I I 1 1 14=LL. LAST I 1 psf 1 ft. 1 ft. 1 ft. kips 1 ft. . `TEE DATA - Only if "TYPE' = 5, (required for all spans, including cantilevers) REPS 1 No. of 1 WEB Spacing 1 Flange 1 TOP of I FLANGES 1 (c-c), inch. 1 THK 1 WEB • I i I WIDTH° I 0,1 or 2 1 L E F T 1 RIGHT 1 i e I in. 1 1 1 I I I 1 1 I . 1 1 1 1 I 1 1 I I l 1 1 1 1 1 1 1 1 I I° 1 1 1 I I 1 I I I 1 I 1 I I I I 1 I 1 I I 1 1 I 1 I J. DESIGN DATA 1 DESIGN I BAR SCNEDL I WIND 1 MOM LIMIT 1 I O=No Design 1 0= No 1 0= No 1 0= .2,.8 I I 1 Do Design I 1= Yes I 1= Yes 11= :3 I I I I 1 2= .4,.6 I I ) H / K. fLAT SLAB, FLAT PLATE, WAFFLE DATA - only for "TYPE* = 5, 6 I END SPANDREL BEAM I SIDE SPANDREL. BEAM 1 NUM (11 OF LINES OF 1 I 1 1 DROP DATA WHICH 1 1 WIDTH -E 1 DEPTH -E I WIDTH -S 1 DEPTH -S 1 FOLLOW) I I in. 1 in. 1 in. 1 in. 1 I I I I I 1 ____ I 1 r- 1 1 4 1 1 0 1 �._ _._ 1 K, Continuation I DROP -L 1 DROP -W 1 DROP -T 1 I I ___ I I ft. 1 ft. I in 1 I I I I I 1 1 1 1 I 1 I 1 1 1 1 I I 1 I I I 1 I I I 1 I I 1 1 I 1 1 I I 1 -1 1 1 1 1 1 I 1 I I__ I I I SEP /89 49 FROM I TO I QUALIFY I I - 10=No, 1 =Yes I 1 I ------ --___ 1 1 1 I 1 1 1 1 1 ' Note: "FROM" and "TO" may be the same span number for this and subsequent data entries. L. EFFECTIVE PAVER No of Lines of Data 1 J I 1 D' L 1 D' M 1 D' R in. 1 in. l No. of lines of Data in. . REBAR DATA (Flat Slabs and Flat Plates only) FROM ML 1 MR FROM I TO ft-kip ft -kip - 1 - TO l - ; ; L- ' • / . WIND MOMENTS (CANTL = 1 C11i1TR = N1 (only if WIND = 1 in Data) BOTTOM MAT I " I "F" I " " -1.-- ' 'D" � B" I I (ADDL BO "(RR (TOP SHORT) 1 (TOP LONG) I I I / I I _ SEP /89 —`-- -"-"' SLAB SAI: pLAB - Flat Plate, Slab and Waffle Design Verhion 1.61 - 01/29/1992 - C4.0 Copyright (C) 1986 -1991, Structural Analysis, Inc. Boca Raton, FL 33432 (407) 394 -4257 User #930078 M A SUAREZ & ASSOCIATES INC MIAMI FL 33133 Input data filename: 4f1.2 DATE: 3 -13 -2001 TIME: 7:56: 6 PROJECT: BARRY ROUSING FOUR ** *BASIC DATA * ** LAST CANT CODE ALT PIN YES NO NO YBS NO TYPE BMS FC FY FCT ksi ksi psi 6 13 4.0 60. 316.2 ** *SPAN DATA * ** k* *COLUMN DATA * ** COL BTOP DTOP BBOT DBOT in in in in 1 .0 .0 .0 .0 2 .0 12.0 .0 12.0 3 16.0 12.0 16.0 12.0 4 16.0 12.0 16.0 12.0 5 16.0 12.0 16.0 12.0 6 16.0 12.0 16.0 12.0 7 16.0 12.0 16.0 12.0 8 _16.0 12.0 16.0 12.0 9 16.0 12.0 16.0 12.0 10 16.0 12.0 16.0 12.0 11 24.0 8.0 24.0 8.0 12 .0- .0 .0 .0 * *UNIF. LOADS * ** STORY LONG SWAY BOMBED NO YES FV GAM TCOL BCOL ksi pcf feet feet 60.0 145. 8.70 9.70 BM SPAN B D BLFT BRT feet feet in in in 2 13.5 12.0 6.0 .0 5.3 3 16.3 12.0 6.0 5.3 6.0 4 18.0 14.8 6.0 6.0 6.0 .0 7.40 5 17.7 14.8 6.0 6.0 6.0 .0 7.40 6 17.7 14.8 6.0 6.0 6.0 .0 7.40 7 17.7 14.8 6.0 6.0 6.0 .0 7.40 8 17.7 14.8 6.0 6.0 6.0 .0 7.40 9 17.7 14.8 6.0 6.0 6.0 .0 7.40 10 17.7 14.8 6.0 6.0 6.0 .0 7.40 11 18.0 14.8 6.0 6.0 4.0 .0 7.40 12 15.3 14.8 6.0 4.0 .0 .0 7.40 WLD COL. ST. feet feet .0 6.00 .0 6.00 kr*, BM TYPE LOAD WIDTH START END psf feet feat feet 2 DL 25.0 12.0 .0 13.5 3 DL 25.0 12.0 .0 16.3 2 LL 40.0 12.0 .0 13.5 3 LL 40.0 12.0 .0 16.3 4 DL .2 .0 14.8 .0 18.0 5 DL 25.0 14.8 .0 17.7 6 DL 25.0 14.8 .0 17.7 7 DL 25.0 14.8 .0 17.7 8 DL 25.0 14.8 .0 17.7 9 DL 25.0 14.8 .0 17.7 10 DL 25.0 14.8 .0 17.7 11 DL 25.0 14.8 .0 18.0 12 DL 25.0 14.8 .0 15.3 4 LL '40.0 14.8 .0 18.0 5 LL 40.0 14.8 .0 17.7 6 LL 40.0 14.8 .0 17,7 7 LL 10.0 14.8 .0 17.7 8 LL 40.0 14.8 .0 17.7 9 LL 40.0 14.8 .0 17.7 10 LL 40.0 14.8 .0 17.7 11 LL 40.0 14.8 .0 18.0 12 LL 40.0 14.8 .0 15.3 ** *CONC. LOADS * ** BM TYPE P LOC kips feet 2 LL .0 5.0 l*FLAT SLAB, PLATE, WAFFLE DATA *** (inches) WIDTH -E DEPTH -E WIDTR-S DEPTH -8 8.00 36.00 .00 .00 *** THIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME * ** * *EFFECTIVE COVER * ** (inches) M LEFT MID RIGHT 2 1.00 1.00 1.00 3 1.00 1.00 1.00 4 1.00 1.00 1.00 5 1.00 1.00 1.00 6 1.00 1.00 1.00 7 1.00 1.00 1.00 8 1.00 1.00 1.00 9 1.00 1.00 1.00 0 1.00 1.00 1.00 1 1.00 1.00 1.00 2 1.00 1.00 1.00 **MOMENTS AND SHEARS *** 3M MLEFT MMID MRITE VLFT VRITE .0 23.2 -37.7 8.76 12.41 3 -37.3- 19.1 -45.0 11.98 12.80 1 -52.1 32.6 -59,9 16.53 17.31 i -58.4 29.6 -56.5 16.83 16.60 i -56.7- 30.2 -57.1 16.70 16.74 I -57.1 30.1 -57.0 16.72 16.71 I -57.0 30.1 -57.0 16.72 16.72 1 -57.0 30.2 -57.0 16.72 16,72 I -57.0 30.1 -57.4 16.72 16.75 11 -57,7 30.8 -59.7 16.86 17,44 12 ;60.0 3.6.7 .0 17.96 12.22 ** *COLUMN RESULTS * ** COL MAXP M -UP M -DN MINP MAXUP MAXDN D/T SIGR VTOP VBOT kips kip -ft kips kip -ft kips kips 1 8'.8 .0 .0 6.0 .0 .0 .71 .00 .0 .0 2 27.4 -.2 -.2 22.6 -2.9 -2.6 .71 .63 .5 .4 3 32.7 3.8 3.3 28.0 6.5 5.8 .71 1.49 1.2 .9 4 37.9 -.8 -.7 31.5 -4.8 -4.2 .71 1.40 .8 .7 5 37.0 .2 .1 30.6 4.1 3.6 .71 1.39 .7 .6 6 37.2 .0 .0 30.8 -4.0 -3.5 .71 1.39 .7 .6 7 37.2 .0 .0 30.8 4.0 3.5 .71 1,39 .7 .6 8 37.2 .0 .0 30.8 4.0 3.5 .71 1.39 .7 .6 9 37.2 '.0 .0 30.7 -4.0 -3.6 .71 1.39 .7 .6 .0 37.3 .2 .2 31.0 4.2 3.7 .71 1.40 .7 .6 .1 38.5 .2 .1 32.1 2.8 2.5 .71 .58 .5 .4 .2 12.2 - .0 .0 8.3 .0 .0 .71 .00 .0 .0 '* *DEFLECTIONS * ** M DEFL. (inches) 2 .06 3 .06 4 .11 5 .10 6 .10 7 .10 8 .10 9 .10 0 .10 1 .10 2 .11 * *MIDDLE STRIP * ** LEFT j< MID >1 RITE PAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 k* DESIGN MOMENTS * ** (kip -ft) M -LEFT M -MID M -RITE ?AM N0. 2: WIG .00 9.30 -7,99 WIG .00 -1.81 -5.48 )MB ULT .00 13.98 -11.93 )MB ULT .00 -2.80 -7.67 ;AM NO, 3: I WIG -7.97 7.64 -9.63 WIG -5.31 -2.06 -6.43 MB ULT -11.94 11.63 -14.44 MB ULT -7.44 -3.19 -9.00 AM N0, 4: WIG -10.97 13.05 -12.80 WIG -7.30 -1.56 -8.63 MB ULT -16.44 19.70 -19.16 MB ULT -10.23 -2.49 -12.08 AM NO. 5: WIG -12.50 11.85 -12.03 WIG -8.37 -1.77 -7.97 WAD ULT -10./J 1!.913 -PLO COMB ULT -11.72 -2.80 -11,15 BEAM NO, 6: GR WIG -12.09 12.09 - 12.18 GB WKG -8.01 -1.51 -8,09 COMB OLT -18.14 18.32 -18.27 COMB UT -11.22 -2.42 -11.32 BEAM N0. 7: GR WKG' -12.17 12.05 -12.15 GR WRG -8.08 -1.51 -8.06 COMB ULT -18.25 18.26 -18.23 COMB ULT -11.31 -2.43 -11.29 BEAM NO. 8r GB WRG -12.16 12.05 -12.16 GR WRG -8.07 -1.51 -8.07 :OMB ULT •18.24 18.27 -18.24 :OMB ULT . -11,29 -2,42 -11.29 SEAM NO. 9: iR WRG -12.16 12.06 -12.16 :R WRG -8.07 -1.50 -8.06 :OMB ULT -18.25 18.29 -18.24 :OMB ULT -11.30 -2.42 -11.28 TEAM NO. 10: iR WKG -12.16 12.06 - 12.24 al WKG -8.05 -1.58 -8.11 :OMB OLT - 18.24 18.28 - 18.37 :OMB ULT -11.27 -2.54 -11.35 TAM NO. 11: M WRG -12.32 12.34 -13.49 T WKG -8.15 -1.94 - 9.23 0 r ULT -18.49 18.71 -20.16 :OMB ULT -11,41 -3.07 -12.92 EAM NO. 12: R WRG -13.50 14.68 .00 R WRG -9.35 -3.06 .00 OMB ULT -20.14 22.08 .00 OMB ULT -13.09 -4.74 .00 ** REINFORCING STEEL * ** (square inches 'and inches) M SL ; UL REVL SM f UM REVM ASR UR REVR DL DM DR ASMIN WIDTH 2 .00 1 .00 .00 .63 .11 .12 .54 .09 .00 5.0 5.0 5.0 .78 72.0 3 .54 .09 .00 .52'; .09 .14 .65 .11 .00 5.0 5.0 5.0 .78 72.0 4 .74 .10 .00 .89 .12 .11 .87 .12 .00 5.0 5,0 5.0 .96 88.8 5 , .85 ,.11 .00i .81) .11 .12 .82 .11 .00 5.0 5.0 5.0 .96 88.8 6 .82 4.11 .00/ .83:.11 .11 .83 ,11 .00 5.0 5.0 5,0 .96 88.8 1 .82 ; .11 .00 .83 .11 .11 .82 .11 .00 5.0 5.0 5.0 .96 88.8 3 .82 1.11 .00 .83:.11 .111 .82 .11 .00 5.0 5,0 5.0 .96 88,8 ) .82 °.11 .00 .83: .11 .11: .82 .11 .00 5,0 5.0 5.0 .96 88.8 .82! .11 .00 - .83 .11 .1V, .83 .11 .00 5.0 5.0 5.0 .96 88.8 .84, .11 .00 .85' .11 .14 .91 .12 .00 5,0 5.0 5.0 .96 88.8 :91 112 .00, 1.0U .14 .21r .00 .00 .00 5.0 5.0 5.0 .96 88.8 *COLUMN STRIP * ** LEFT I< MID >I RITE 'AN POINT: 0,0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0,9 1.0 * ** DESIGN MOMENTS * ** (kip-ft) t M -LEFT M -MID M -RITE BERM NO. 2: GR WKG .00 13.94 -23.97 GR WKG .00 -5.42 -16.43 COMB U.LT .00 20.97 -35.79 COMB ULT .00 -8.39 -23.00 BEAM NO. 3: GR WKG -23.90 11.46 -28.90 GR WKG -15.94 -6.19 -19.29 COMB ULT =35.83 17.44 -43.31 COMB ULT -22.31 -9.56 -27.00 BEAM NO. 4! GR WKG -32.90 19.58 -38.39 GR WKG -21.91 -4.67 -25.90 COMB ULT -49.32 29,56 -57.47 COMB ULT -30.68 -7.48 -36.25 BEAM NO. 5: GR WKG -37.49 17.78 -36.09 GR WKG -25.10 -5.31 -23.90 COMB ULT -56.18 26.97 -54.15 COMB ULT -35.15 -8.40 -33.46 BEAM NO. 6: GR WKG -36.27 18.13 -36.54 GR WKG -24.04 -4.53 -24.26 COMB ULT -54.41 27.48 -54.80 COMB ULT -33.65 -7.27 -33.96 BEAM NO. 7: GR WKG -36.50 18.07 -36.45 GR WKG -24.23 -4.53 -24.19 :OMB ULT -54.75 27.39 -54.68 COMB ULT -33.92 -7.28 -33.86 BEAM NO. 8: GR WKG -36.47 18.08 -36.48 3R WKG -24.20 -4.52 -24.20 :OMB ULT -54.71 27.41 -54.72 :OMB ULT -33.88 -7.26 -33.88 BEAM NO. 9: 3R WKG -36.49 18.09 -36.47 �R WKG -24.21 -4.51 -24.18 :OMB ULT -54.74 27.43 -54.71 :OMB ULT -33.89 -7.26 -33.85 SEAM NO. 10: 3R WKG -36.47 18.08 -36.73 WKG -24.16 -4.75 -24.33 IMB_ULT -54.72 27.42 -55.11 ;OMB ULT - -33.82 -7.63 -34.06 SEAM_ NO. 11: TR WKG • -36.97 18.51 -40.47 WKG -24.45 -5.81 -27.70 ;OMB ULT . -55.48 28.07 -60.48 ;OMB OLT -34.22 -9.20 -38.77 BEAM N0. 12: GR WAG -4.49 22,01 GR WIG -28.04 -9.19 COMB ULT -60.41 33.12 COMB ULT -39.26 -14.22 End of SLAB ** SLAB TWO-WAY PUNCHING SHEAR * ** Elapsed Time: 0 min 1 sec .00 .00 .00 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM ASL I UL 'REVL ,ASM 1 UM REVM ASR UR REVR DL DM DR ASMIN 2 ,001 .00 .00 .95 .16 .38 1.66 .28 .00 5.0 5.0 5.0 .78 3 1.661 .28 .00 + .79 , .13 .43 2.03 .34 .00 5.0 5.0 5.0 .78 4 2.301 .31 .00 1.35 .18 .33 2.70 ;.36 .00' 5.0 5.0 5.0 .96 5 2.64° .36 ,00 !1,23 .17 .38s 2.53 .34 .00 5.0 5.0 5.0 .96 6 2.55 ` .34 .00 '1.25 ;,.17 .33 2.57 4.35 .00 5.0 5.0 5.0 .96 7 2.56 .35 .00 1.25 .17 .33 "' 2,56 !,35 .00 5.0 5.0 5.0 .96 8 2.56).35 .00;1.25`.17 .32 2.56(.35 .00 5.0 5.0 5.0 .96 9 2.56' .35 .001 1.25 .17 .32i 2.56 1 ..35 .00 5.0 5.0 5.0 .96 10 2.56 ).35 .00i 1.25 .17 .34 2.58 .35 .00 5.0 5.0 5.0 .96 11 2.60 .35 .00 1.28' .17 .41 2.85 .39 .00 5.0 5.0 5.0 .96 12 2.85 .38 .00 1.52 .21 .64 .00 .00 .00 5.0 5.0 5.0 .96 COL VU VMAX V -PU V- TRAN,L VTRAN,R psi psi psi psi psi 1 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN 2 187,4 < 253.0 143.2 44.1 -44.1 3 174.9 < 253.0 150.6 -24.3 24.3 4 179.2 < 253.0 174.3 4.9 -4.9 5 171.4 < 253.0 170.5 -1.0 1.0 6 171.2 < 253.0 171,2 .0 .0 7 171.1 < 253.0 171.1 .0 .0 8 171.2 < 253.0 171.2 .0 .0 9 171.1 < 253.0 171.1 .0 .0 10 173.2 < 253.0 171.9 -1,2 1.2 11 161.1 ( 210.8 160.2 -.9 .9 12 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN PU MU AC kips kip -ft sq in NOT BE CALCULATED.) 32.5 -9.2 267.0 48.6 10.6 380.0 56.3 -2.1 380.0 55.1 .4 380.0 55.3 .0 380.0 55.3 .0 380.0 55.3 .0 380.0 55.3 .0 380.0 55.5 .5 380.0 57.2 .4 420,0 NOT BE CALCULATED.) WIDTH 72.0 72,0 88.8 88.8 88.8 88.8 88.8 88.8 88.8 88.8 88.8 JC CL CR VLAM in *4 inches 10000.8 8.50 8.50 .4000 19620.8 8.50 8.50 .3749 19620.8 8.50 8.50 .3749 19620.8 8.50 8.50 .3749 19620.8 8.50 8.50 .3749 19620.8 8.50 8.50 .3749 19620.8 8.50 8.50 .3749 19620.8 8.50 8.50 .3749 19620.8 8.50 8.50 .3749 14354.2 6.50 6.50 .3086 B. OPTIONSi (0=No, i =Yes) spans 1 6=two -way slab 1 1=co1. /2 incl. cantil 1 1 /2 1 D. SPAN DATA - left to right (not cantil.) 47 SLAB - INPUT DATA FORM I LAST 1 FAST 1 PRINT 1 ANY 1 CODE I ALT. 1 PINNED I SIDE I 1 PROB? I PRINT? I INPUT? 1 CANTIL? 1 REDUCE? I BAYS? 1 BASE? I SWAY? I I I. I 1 1 I 1 1 1 _1 C. BASIC DATA I REPS 1 SPAN 1 WIDTH 1 DEPTH I WLD I I - I I I I _._._. r .. I I - I feet I feet I inches I feet 1 I I 1 1 - I _..� 1 I I i I P . " 3 I 0 1 4 1- 1 I /y.9 1/4-.0 1 I "" 1 7 I,�� 11'5.- 1 L I 1 / I I ) Z-, * 1 1 1 1 1 1 3 1 I ,..�. 1 1 ) 1)e) 7 1/05- 6) I C ® I 1 I I I 1 I I I I 1 I 1 I I -- - 1 I . I _ _1 1 1 E. CANTILEVER DATA - if spec. in "8' (complete both lines; use 0's for non-existent cantilever) I I SPAN 1 WIDTH 1 WLD I 1 1 feet 1 feet 1 inches 1 feet 1 1 1 1 1 I Left 1 1 1 1 I 1 1 1 1 1 4 Right I I 1 1 1 1 1 1 I I 1 SEP /89 A. HEADER I ► /7D _ . r . r ®.• I (80 characters maximum) N I TYPE i MOMI. RED I FC I FY I . FCT I FV I SAM 1 COL. LEN. (FT) I 1 I i I I I I No. of 1 5ewaffle slab 1 0*none 1 0 for I 1 I TCOL I BCOL ksi 1 ksi 1 reg. I ksi 1 pcf I above 1 below 1 I concr.I 1 1 1 1 I 1 1 1 1 1 Q 1 1 Y I I I I 9. 7 SLAB F. 'COLUMN DATA - left to right (if both col. L's = 0, omit this.) DIMENSION (inches) above 1 below REPS 1 Width 1 Depth 1 Width 1 Depth 1 BTOP 1 DTOP 1 BBOT I DBOT I I_I 1 Z j '' Z5/ i S 1 2:471 4 105 -Z1 15" . 1 - . UNIF. LOADS - Any order, at least one required H. CONC. LOADS - Any order one required START I REPS I TYPE I LOAD 1 WIDTH I START I END I I START I REPS I TYPE I LOAD I LOC. SPAN 1 1 141 1 1 0=1 1 0= 1 01.1 1 SPAN 1 1 1 =DL I (P) 1 I (BN) 1 1 211 1 1 1 left 1 1 1 (BM) 1 1 2=LL 1 1 I I 1 3 D1, LET I 1 I end 1 1 1 1 13=DL. LAST I 1 I I 1 4=LJ., LPST I 1 1 1 1 1 1 1 4=l.1.. LAST I 1 I I - I - I psf 1 ft. I ft. I ft. 1 I - I - 1 1 kips 1 ft. I I z k° i / i . i l ✓ .a 0 i 0 i i 7- i 1 i 9 t 0 I . 'TEE DATA - Only if "TYPE' = 5, (required for all spans, including cantilevers) REPS 1 No. of I WEB Spacing 1 Flange I TOP of I I FLANGES I (c-c), inch. 1 TIE 1 WEB I I I WIDTH I 1 I I I RIGHT I 'n "1 J in. I I - 1 0 or 2 1 LEFT J. DESIGN DATA i I I I I I--- ---- -I I I I DESIGN 1 BAR SC EDL I WIND I NON LIMIT I I Otto Design I 0 = N o I 0 = No 10= .2,. 8 I 1 1 Do Design I 1= Yes I 1= Yes 11= .3,.7 I I I I 1 2= .4,.6 I I 1 I I I Continuation 49 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 I 1 1 1 1. 1 1 I 1 I 1 1 1 I 1 1 1 1 1 I 1 1 l I I I l 1 1 1 1 1 1 1 I I 1 I 0 : 1 K. -FLAT SLAB, FLAT - PLATE, WAFFLE DATA - only for "TYPE' = 5, 6 I END SPANDREL BEAM I SIDE SPANDREL BEAM I NUM (# OF LINES OF I I I I DROP DATA WHICH I I WIDTH -E I DEPTH -E I WIDTH -S I DEPTH -S I FOLLOW) I I in. I in. I in. I in. I I 1 1 I� / I 1 ( I I DROP -L I DROP -W I DROP -T I FROM I TO I QUALIFY I I I I I I ....__. - I . I I ft. I ft. I in I - I - 10=No, Piles I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I 1 1 I I I I I 1 I I J I 1 1 1 I I I I I I I SEP /89 f'n Not "FROM" and 'TO" may be the same span number for this and subsequent data entries. L. EFFECTIVE COVER No of Lines of Data I J I . WIND MOMENTS (CANTL = 1, CANTR = N) (only if WIND e 1 in Data) No. of lines of Data 1 D'L 1 DIM 1 D'R 1 FROM I TO I I I in. 1 in. 1 in. ML 1 MR 1 FROM I TO I ft-kip 1 ft -kip . REBAR DATA (Flat Slabs and Flat Plates only) BOTTOM MAT I "B' I 'F' 1 "C' _.._� -` I "' 'D" I (ADDL BOT) I (REV) „J...- CRO SHORT) 1 (TOP LONG) � -I at42,. I I / I I I I i SEP /89 SAI: SLAB -.Fiat Plate, Slab and Waffle Design Vereon 1.61 - 01/29/1992 - C4.0 Copyright (C) 1986 -1991, Structural Analysis, Inc. Boca Raton, FL 33432 (407) 394 -4257 User 4930078 M A SUAREZ & ASSOCIATES INC MIAMI' FL 33133 Input data filename: 3f1.2 )ATE: 3 -13 -2001 TIME: 3:48: 3 ?ROJECT: BARRY HOUSING THREE STORY LONG wBASIC DATA * ** ,AST CANT CODE ALT PIN SWAY HOMED 'ES NO NO YES NO NO YES 'YPE BMS FC FY FCT FV GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 12 4.0 60. 316.2 60.0 145. 8.70 9.70 * *SPAN DATA * ** BM SPAN B D BLFT BAT WLD COL. ST. feet feet in in in feet feet 2 8.7 15.0 6.0 4.0 4.0 .0 4.35 3 14.9 15.0 6.0 4.0 5.0 .0 7.45 4 12.3 15.0 6.0 5.0 5.0 .0 6,16 5 12.3 15.0 6.0 5.0 5.0 .0 6.16 6 12.3 15.0 6.0 5.0 5.0 .0 6.16 7 12.3 15.0 6.0 5.0 5.0 .0 6.16 8 12.3 15.0 6.0 5.0 5.0 .0 6.16 9 12.3 15.0 6.0 5.0 5.0 .0 6,16 10 12.3 15.0 6.0 5.0 5.0 .0 6.16 11 14.9 15.0 6.0 5.0 .0 .0 7,45 * *COLUMN DATA * ** :OL BTOP DTOP BBOT DBOT in in in in 1 24.0 8.0 24.0 8.0 2 24.0 8.0 24.0 8.0 3 14.0 10,0 14.0 10.0 4 14.0 10.0 14.0 10.0 5 14.0 10.0 14.0 10.0 6 14.0 10.0 14.0 10.0 7 14.0 10.0 14.0 10.0 8 14.0 10.0 14.0 10.0 9 14.0 10.0 14.0 10.0 0 "14.0. 10.0 14.0 10,0 1 .0 .0 .0 .0 *UNIF. LOADS * ** M TYPE LOAD WIDTH START END psf feet feet feet L ph 15.0 15.0 .0 8.7 3 DL 25.0 15.0 .0 14.9 4 DL 25.0 15.0 .0 12.3 5 DL 25.0 15.0 .0 12.3 6 DL 25.0 15.0 .0 12.3 7 DL 25.0 15.0 .0 12.3 8 DL 25.0 15.0 .0 12.3 9 .DL 25.0 15.0 .0 12.3 10 DL 25.0 15.0 ,0 12.3 11 DL 25.0 15.0 .0 14.9 2 fL 40.0 15.0 .0 8.7 3 LL 40.0 15.0 .0 14.9 4 LL 40,0 15.0 .0 12.3 5 LL 40.0 15.0 .0 12.3 6 LL 40.0 15.0 .0 12.3 7 LL '40.0 15.0 .0 12.3 8 LL 40.0 15.0 .0 12.3 9 LL 40.0 15.0 .0 12.3 10 LL •40.0 15.0 .0 12.3 11 LL 40.0 15.0 .0 14.9 t * *CONC. LOADS * ** BM TYPE P LOC kips feet 2 LL .0 5.0 * *FLAT SLAB, PLATE, WAFFLE DATA * ** (inches) WIDTE-E DEPTB -E WIDTH -S DEPTH -8 B.00 36.00 .00 .00 * ** TEIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME * *EFFECTIVE COVER * ** (inches) M LEFT MID RIGHT 2 1.00 1.00 1.00 3 1.00 1.00 1.00 4 1.00 1.00 1.00 5 1.00 1.00 1.00 6 1.00 1,00 1,00 7 1.00 1.00 1.00 8 1.00 1.00 1.00 9 1.00 1.00 1.00 0 1.00 1.00 1.00 1 1.00 1.00 1.00 * *MOMENTS AND SHEARS * ** BM NLEFT MMID MRITE VLFT VRITE 2 -3.9 7.4 -30.9 5.29 10.76 3 -34.7 24,1 -37.7 13.95 14.07 -34.8 13.8 -26.9 12.20 10.97 5 -27.4 16.0 -29.0 11.40 11.68 S -28.9 15.5 -28.5 11.56 11.50 1 -28.6 15.6 -28.4 11.54 11.52 3 =28.4 15.4 -29.3 11.47 11.60 ) -29.6 16.6 -26.1 11.86 11.26 -25.0 11.9 -42.2 10.35 12.99 1 48,4. 37.1 .0 16.90 12.37 *COLUNN RESULTS * ** * ** 1L MAX? M -UP N -DN MINP MAXUP MAXDN D/T SIGK ' VTOP VBOT Kips kip -ft kips kip -ft kips kips 1 6.8 2,1 1.8 6.8 2.1 1,8 .71 .60 .4 .3 2 Z7.8 2.0 1.8 25.0 2,4 2.1 .71 .38 .4 .3 3 29.7 -1.5 -1.9 25.1 -2.8 -2.4 .71 .53 .5 .4 4 25.8 .3 .2 20.9 1.5 1.4 .71 .48 .3 .2 5 26.7 -.1 -.1 21.9 -1.3 -1.1 .71 .48 .2 .2 6 26.5 .0 .0 21.7 1.2 1.1 .71 .48 .2 .2 7 26.4 .0 .0 21.6 -1.2 -1.1 .71 .48 .2 .2 8 26.9 .2 .2 22.1 1.3 1.2 .71 .48 .2 .2 9 25.1 -.6 -.5 19.8 -1.9 -1.7 .71 .48 .3 .3 10 33.3 3.3 2.9 28.9 4.6 4.1 .71 .53 .8 .6 11 12.4 .0 .0 8.6 .0 .0 .71 .00 .0 .0 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 -.01 3 .06 4 .02 5 .03 6 .02 7 ,03 8 .02 9 .03 10 .02 Li .10 f* *MIDDLE STRIP * ** LEFT k< MID >1 RITE ;PAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 ** DESIGN MOMENTS *** (kip-ft) M -LEFT M -MID M -RITE EAM N0. 2: R WKG -.49 2,94 -6.78 R WKG .25 -3.48 -4.58 OMB ULT -.78 4.53 -10.13 OMB ULT .43 -5,29 -6.41 EAM NO. 3: R WKG -7.51 9.64 -7.93 R WKG -5.11 -.47 -5.40 OMB ULT -11.22 14.48 -11.86 OMB ULT -7.15 -.79 -7.56 RAM NO. 4: R WIG -7.39 5.53 -5.53 R WKG -4.99 -2.14 -3.46 )MB ULT -11.06 8.51 -8.35 )MB ULT -6.98 -3.30 -4.85 !AM N0. 5: t WIG -5.62 6.42 -5.99 t WKG -3.54 -.94 -3.90 ?MB OLT -8.47 9.78 -9.01 )MB ULT -4.95 -1.53 -5.46 SAM IO. 6: WIG -5.97 6.18 -5,88 WKG -3.88 -.98 -3.81 1MB ULT -8.97 9.43 -8.84 FMB ULT -5.43 -1.59 -5.33 BEAM NO, 7: , GR Wit -5,90 6.25 -5.87 GR WKG -3.82 -.92 -3.79 COMB ULT -8.86 9.52 -8.82 COMB ULT -5.35 -1.50 -5.31 BEAM H0. 8: GR WKG -5.86 6.15 -6.06 GR WIG -3.79 -1.05 -3.94 COMB ULT -8.81 9.38 -9.11 COMB ULT -5,30 -1.70 -5.52 BEAM NO. 9: GR WRG -6.11 6.65 -5.32 3R WKG + -3.98 -.97 -3.21 :OMB ULT -9.18 10.12 -8.04 :OMB ULT -5.58 -1.57 -4.49 SEAM NO. 10: >R WIG -5.14 4.76 -9.16 3R WKG -3.05 -3.57 -6.32 :OMB ULT -7.79 7.43 -13.68 :OMB ULT -4.27 -5.42 -8.85 TEAM NO. 11: WKG -10.33 14.85 .00 111 WKG -7.20 -.91 .00 :OMB ULT -15.40 22.19 .00 :OMB ULT -10.09 -1.47 .00 ** REINFORCING STEEL *** (square inches and inches) 2 3 4 5 6 7 8 9 0 1 ASL UL REVL ; ,ASM ; UM REVM ASE UR REVR DL DM DR ASMIN WIDTH .03 .00 .02 .20) .02 .24 .45 .04 .00 5.0 5.0 5.0 1.38 127.8 .50 .07 .00 = .65 .09 .04 .53 .07 .00 5.0 5.0 5.0 .98 90.6 .50 .06 .00 .38 .04 .15 1.37 .04 .00 5.0 5.0 5.0 1.15 106.0 .38 .04 .00 ,44r .05 .07 .40 .05 .00 5.0 5.0 5.0 1.15 106.0 .40 .05 .00 .42` .05 .07 -.40 .04 .00 5.0 5.0 5.0 1.15 106.0 .40 .04 .00 1 .43..05 .07 .39 .04 .00 5.0 5.0 5.0 1.15 106.0 .39 g .04 .00 a .42 .05 .08 1.41 .05 .00 5.0 5.0 5.0 1.15 106.0 .411 .05 .00 a .45 ).05 .07 i.36 .04 .00 5.0 5.0 5.0 1.15 106.0 .35 .04 .00 ° .33 1.04 .24 i.61' .07 .00 5.0 5.0 5.0 1.15 106.0 .69 .09 .00 !1.01, .13 .07 1.00, .00 .00 5.0 5.0 5.0 .98 90.6 * *COLUMN STRIP * ** LEFT 1 < MID >j RITE PAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 E# DESIGN MOMENTS * ** (kip -ft) M -LEFT M -MID M -RITE AM NO. 2: I WKG - -1.47 4.41 -20.34 1 WKG .76 -10.45 -13.73 )MB ULT -2.33 6.80 -30.40 FMB 11LT . 1.29 -15.88 -19.22 AM NO. 3: WIG -22.52 14.46 -23.80 WKG -15.33 -1.40 -16.20 COMB ULT -33.67 21.72 -35,58 COMB,pLT -21.46 -2.38 -22.68 BEAM NO. 4: GR WKG -22.17 8.30 -16.60 GR WKG -14.96 -6.41 -10.39 COMB ULT -33.19 12.76 -25.05 COMB -ULT -20.95 -9.89 -14.55 BEAM NO. 5: GR WKG -16.86 9.63 -17.97 GR WKG -10.61 -2.83 -11.69 COMB ULT -25.40 14,67 -27.02 COMB ULT -14,86 -4.60 -16.37 BEAM NO, G: GR WKG -17.90 9.28 -17.63 GR WKG -11.64 -2.95 -11.42 COMB ULT =26.91 14.15 -26.51 COMB ULT -16.29 -4.78 -15.99 BEAM NO. 7: GR WKG -17.69 9.37 -17.60 GR WKG -11.46 -2.76 -11.38 COMB ULT -26.59 14.29 -26,47 COMB ULT -16.04 -4.50 -15.93 BEAM NO. 8: GR WKG -17.58 9.22 -18.18 GR WIG -11.36 -3.16 -11.83 COMB ULT -26.43 14.07 -27,32 COMB ULT -15.90 -5.09 -16.57 BEAM NO. 9: GR WKG -18.33 9.98 -15.95 GR WKG -11.95 -2.90 -9.62 COMB ULT -27,55 15.19 -24.11 COMB ULT -16.73 -4.70 -13.47 BEAM NO. 10: GA WKG -15.41 7.14 -27.49 GB WKG -9.14 -10.70 -18.96 COMB ULT -23.36 11.14 -41.04 COMB ULT -12.80 -16.26 -26.55 BEAM NO. 11: GR WKG -30.99 22.27 .00 GR WKG -21.61 -2.74 .00 COMB ULT -46.19 33.29 .00 COMB ULT -30.26 -4.40 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM ASL UL REVL 2 .10 .02 .06 3 1.54 .21 .00 4 1.53 .25 .00 5 .1.16 .19 .00 6 1.23 .20 .00 7 1.22 .20 .00 8 1.21 .20 .00 .63 9 1.26 .20 .00 .69 10 1.07 .17 .00 .50 11 2,14 .29 .00 1,53 SM UM .31=.07 .98 .13 .58 ° .09 .66;,11 64 .10 .64 , .10 REVM .72 .11 .44 .21 .21 .20 .10 .23 .11 .21 .08 .74 .20 .20 ** *SLAB °TWO -WAY PUNCHING SHEAR * ** ASR 1.42 1,63 1.14 1.24 1.21 1.21 1.25 1.10 1.91 .00 UR REVR DL DM DR ASMIN WIDTH .33 .00 5.0 5.0 5.0 .56 52.2 .22 .00 5.0 5.0 5.0 .97 89.4 .19 .00 5.0 5.0 5.0 .80 74.0 .20 .00 5.0 5.0 5.0 .80 74.0 .20 .00 5.0 5.0 5.0 .80 74.0 .20 .00 5.0 5.0 5.0 .80 74.0 .20 .00 5.0 5.0 5.0 .80 74.0 .18 .00 5.0 5.0 5.0 .80 74.0 .31 .00 5.0 5.0 5.0 .80 74,0 .00 .00 5.0 5.0 5.0 .97 89.4 COL VU psi 1 26.8 2 126.9 3 164.9 4 135.0 5 -137.9 6 136.2 7 136.0 8 139.8 9 133.6 10 197.8 11 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN End of SLAB . ?MAX psi < 126.5 < 210.8 < 253.0 < 253.0 < 253.0 < 253.0 < 253.0 < 253.0 < 253.0 < 253.0 Elapsed Time: 0 min 1 sec V -PU V- TRAN,L VTRAN,R psi psi psi .0 .0 .0 115.8 -11.0 11.0 152.8 12.0 -12.0 132.8 -2.2 2.2 137.3 .6 -.6 136.2 .0 .0 136.0 .0 .0 138.4 -1.4 1.4 128.9 4.6 -4.6 171.5 -26.3 26.3 PU kips 10.2 41.4 44.2 38.4 39.7 39.4 39.3 40.0 37.3 49.6 MU kip -ft 5.9 5.6 -4.2 .8 -.2 .0 .0 .5 -1.6 9.2 AC sq in 200.0 420.0 340.0 340.0 340.0 340.0 340.0 340.0 340.0 340.0 NOT BE CALCULATED.) JC CL CR VLAM in *4 inches .0 .00 .00 .4481 14354.2 6.50 6.50 .3086 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50. .3720 A. HEADER 1 - B. OPTION: (041o, Poles) 1 LAST I FAST I PRINT I ANY I CODE I ALT. I PINNED I SIDE I PROB? I PRINT? I INPUT? 1 CANTIL? 1 REDUCE? I BAYS? I BASE? I SWAY? 1 I I I I I I I- i I 1 I 2 1 0 1 O 1 ; I O I C2 C. BASIC DATA No. of 15emaffle slab I O=none 1 I 1 0 for I 1 I TCOL I BCOL spans 6=two -way slab 1 1=co1. /2 I ksi I ksi I reg. I ksi I pcf I above I below incl. I 1 I I I roncr. I I I cant i1 1 I oc I I or . SPAN DATA - left to right (not ca il.) DEPTH I inches REPS I SPAN - ' I fe I �'3 M � ._._.- ° VAR ) - / .47- ii) / I 1 =- t'i I '� . ) �.3 j I 11,(531 I " 1 WIDTH feet E. CANTILEVER DATA - if spec. in °B' (complete both lined use 0's for non- existent cantilever) ,,,.o' 47 SLAB - INPUT DATA FORM PL. (80 characters maximum) TYPE I MOM. RED I FC I FY I FGT. I FV 1 GAM I COL.LEN.(FT) WLD 1 1 feet 1 SPAN I WID i. DEPTH I WLD 1 —l_ „ feet I eet I inches 1 feet 1 I Left I I ~ `i 1 1 1 I I I -I R' I I 1 1 1 _ I 1 1 _ SEP /89 SLAB . COLLAR( DATA - left to right (if both col. L's = 0, whit this.) SEP /89 REPS 1 Width I Depth 1 Width 1 Depth BTOP 1 DTOP 1 BBOT 1 DBOT 2 II j� 1 I >i 1 I 1 . 1 I 1 I- I 1 1 1 1 1 1 1 I 1 1 DIMENSION (inches) above I below . IJNIF. LOADS - Any order, at least one required H. CONC. LOADS - Any order one required START 1 REPS 1 TYPE I LOAD 1 WIDTH I START I END 1 1 START I REPS 1 TYPE 1 LOAD 1 LOC. SPAN t 11=DL I 1 0=1 1 0= 1 02L 1 I SPAN I 11 =DL I (P) 1 (BM) 1 1 2=LL I 1 1 left I I I (BM) I 1 2=LL 1 I 1 1 3=DL,LAST I. 1 I end 1 1 1 1 13=DL.LAST I 1 I 1 4=l.L, LAST I I I 1 1 1 1 I 's LL. LAST I 1 1 - I I psf 1 ft. 1 ft. 1 ft. I I I kips 1 ft. z 17 I! t I 147„40_ I aVAMMOMMY D 1® I 1 , I ,,• l 1 47; 11 I I 1 1 I I I I I I I I '2 1 5 I4" I 9 Ii "' ` I ) I I I . `TEE DATA - Only if "TYPE' = 5, (required for all spans, including cantilevers) REPS . I No. of 1 IEB Spacing 1 Flange of I FLANS I (c-c), inch. I THK WEB I I I WIDTH . . - 1 0,1 or 2 I LEFT 1 RIB:^ I in. in. 1 1 1 I 1 I 1 1 I 1 1 1 I 1 I 1 1 I I I 1 I 1 I 1 1 1 1 I I I 1 I 3. DESIGN DATA 1 DESIGN I BAR SCHEDL 1 WIND 1 MOM LIMIT 1 I 0=No Design I 0= No 1 0= No 10= .2,.8 I I 1Do Design I 1= Yes I 1= Yes 11= .3,.7 I I I I 1 2 =.4,.6 I t I K. -FLAT SLAB, FLAT - PLATE, WAFFLE DATA - only for "TYPE' = 5, 6 I END SPAFIDREL BEAM I SIDE SPANDREI. BEAM I N(JN (t OF LINES OF 1 DROP DATA WHICH I 1 WIDTH-E\--1 DEPTH -E I WIDTH -S I DR,Ttbs....�.1— - -- FDWIeQ1F }... I I in. I in. I' ?- _ ins I I I I I 6 K, Continuation 1 I I I I 1 I I -- 1 I DROP-L 1 DROP-W I DRDP -T I FROM I TO 1 QUALIFY I I 1 1 -- II 1 I 1 ft. I ft. I in I - ! - 10=No, 1=Yes 1 I --___ I 1 I '' r I - I I I I I °I 1 I I I I ----.s..- I I I � ��"1 I I I I I 1 1 I I 1 ,� j 1 1 1 1 1 1 I I I .I 1 1 I I I I _I 1 I 1 I I SEP /89 49 Note: "FROM' and "TO' may be the same span number for this and subsequent data entries. L. EFFECTIVE COVER No of Lines of Data 1 D'L I D'M D'R FROM I TO I I I I in. 1 in in. - 1 - I 1 I c �• I.5 Z ! ! . WIND MOMENTS (CANTL = 1 CANTR = N) (only if WIND = 1 in Data) No. of lines of Data ML 1 MR 1 FROM 1 TO I I I I 1 ft-kip 1 ft -kip 1 1 - I . REBAR DATA (Flat Slabs and Flat Plates only) BOTTOM NAT I 'B" I 'F' I " " 1 (ADDL BOT) I TOP SHORT) I (TOP LOW) 1 I I I I N at I I I 1 , 1 11 I 1 9 1 _ SEP /89 • SLAB osl : SLHtS - riat Plate, Slab and Waffle Design Version 1.61 - 01/29/1992 - C4.0 Copyright (C) 1986 -1991, Structural Analysis, Inc. Boca Raton, FL 33432 (407) 394 -4257 User #930078 M A SUAREZ & ASSOCIATES INC MIAMI FL 33133 Input data filename: 3f1.1 DATE: 3 -13 -2001 TIME: 3:43:28 PROJECT: BARRY HOUSING THREE STORY SHORT ** *BASIC DATA * ** LAST CANT CODE ALT PIN SWAY MOMRED YES NO NO YES NO NO YES TYPE BMS FC FY FCT FV GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 5 4.0 60. 316.2 60.0 145. 8.70 9.70 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD COL. ST. feet feet in in in feet feet 2 11.8 12.3 6.0 .0 7.0 .0 5.91 3 18.0 12.3 6.0 7.0 7.0 .0 6.16 4 11.8 12.3 6.0 7.0 .0 .0 5.91 ** *COLUMN DATA * ** COL STOP DTOP BBOT DBOT in in in in 1 .0 .0 .0 .0 2 10.0 14.0 10.0 14.0 3 10.0 14.0 10.0 14.0 4 .0 .0 .0 .0 c* *UNIF. LOADS *** BM TYPE LOAD WIDTH START END psf feet feet feet 2 DL 25.0 12.4 .0 11.8 3 DL 25.0 12.4 .0 18.0 4 DL 25.0 12.4 .0 11.8 2 LL 40.0 12.4 .0 11.8 3 LL 40.0 12.4 .0 18.0 4 LL 40.0 12.4 .0 11.8 * *CONC. LOADS * ** BM TYPE P LOC kips feet 2 LL .0 5.0 * *FLAT SLAB, PLATE, WAFFLE DATA * ** (inches) WIDTH -E DEPTH -E WIDTH -S DEPTH -S 8.00 36.00 .00 .00 * ** THIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME ** *EFFECTIVE COVER * ** (inches) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 "1.50 1.50 1.50 4 1.50 1.50 1.50 ** *MOMENTS AND SHEARS * ** BM MLEFT MMID MRITE VLFT VRITE 2 .0 16.1 -36.7 7.42 11.53 3 -44.6 26.7 -44.6 13.85 13.85- 4 -36.7 16.1 .0 11.53 7.42 ** *COLUMN RESULTS * ** COL MAXP M -UP M -DN MINP MAXUP MAXDN D/T SIGH VTOP VBOT kips kip -ft kips kip -ft kips kips 1 7.4 .0 .0 4.9 .0 .0 .71 .00 .0 .0 2 28.6 4.2 3.7 25.0 6.1 5.4 .71 1.34 1.1 .8 3 28.6 -4.2 -3.7 25.0 -6.1 -5.4 .71 1.34 1.1 .8 4 7.4 .0 .0 4.9 .0 .0 .71 .00 .0 .0 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 .03 3 .11 4 .03 ** *MIDDLE STRIP * ** LEFT 1< MID >I RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 k ** DESIGN MOMENTS * ** (hip -ft) M -LEFT M -MID M -RITE 3EAM NO. 2: 3R WKG .00 6.43 -7.40 3R WKG .00 -1.54 -5.17 :OMB ULT .00 9.74 -11.03 :OMB ULT .00 -2.58 -7.24 3EAM NO. 3: 3R WKG -9.11 10.66 -9.11 3R WKG -6.30 3.44 -6.30 :OMB ULT -13.59 15.98 -13.59 :OMB ULT -8.83 4.82 -8.83 3EAM NO. 4: 311 WKG -7.40 6.43 .00 3R WKG -5.17 -1.54 .00 :0IB ULT -11.03 9.74 .00 :OMB ULT -7.24 -2.58 .00 ** REINFORCING STEEL * * * (square inches and inches) * ** BM ASL UL REVL ASM UM REVM 2, .OQ .00 .00 .49 .08 .13 3 .68 .11 .00 .81 \.13 .00 4 .55 .09 .00 .49 .08 .13 ** *COLUMN STRIP * ** LEFT 1< MID >1 RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) BEAM NO. 2: GR WKG GR WKG COMB ULT COMB ULT BEAM NO. 3: GR WKG -27.32 15.99 GR WKG -18.91 5.17 COMB ULT -40.76 23.97 COMB ULT -26.48 7.23 BEAM NO. 4: GR WKG -22.20 9.64 GR WKG -15.51 -2.31 COMB ULT -33.08 14.60 COMB ULT -21.72 -3.87 BM 2 3 4 ** ASL .00 2.13 1.71 M -LEFT .00 .00 .00 .00 UL REVL . 00 .00 . 35 .00 .29 .00 M -MID M -RITE 9.64 -2.31 14.60 -3.87 .74 1.22 .74 -22.20 - 15.51 - 33.08 -21.72 -27.32 -18.91 -40.76 -26.48 * ** REINFORCING STEEL * ** (square inches and inches) ASM i UM REVM .12 .19 .20 .00 .12 .19 SLAB TWO -WAY PUNCHING SHEAR * ** COL VU VMAX V -PU psi psi psi 1 (COLUMN HAS ZERO DIMENSION, 2 209.3 < 253.0 168.7 3 209.3 < 253.0 168.7 .00 .00 .00 .00 Elapsed Time: 0 min 0 sec V- TRAN,L psi PUNCHING -40.6 40.6 4 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN End of SLAB ASR UR REVR DL DM DR ASMIN .55 .09 .00 4.5 4.5 4.5 .83 .68 .11 .00 4.5 4.5 4.5 .80 .00 .00 .00 4.5 4.5 4.5 .83 ASR UR REVR DL DM DR ASMIN 1.71 .29 .00 4.5 4.5 4.5 .77 2.13/ .35 .00 4.5 4.5 4.5 .80 .00 ' .00 .00 4.5 4.5 4.5 .77 VTRAN,R psi SHEAR CAN 40.6 -40.6 WID! 77 74 77 NOT BE CALCULATED.) WID7 71. 74. 71. PU MU AC JC kips kip -ft sq in in *4 NOT BE CALCULATED.) 42.6 11.7 297.0 16195.E 42.6 -11.7 297.0 16195.E A. HEADER 1 B. OPTIONS: (041o, 1uYes) SLAB - INPUT DATA FORM (80 characters maximum) 1 LAST I FAST 1 PRINT 1 ANY I CODE 1 ALT. I PINNED 1 SIDE 1 1 PROS? I PRINT? I INPUT? I CANTIL? I.REDUCE? I BAYS? I BASE? 1 SWAY? 1 1 1 1 1 t 1 1 1 ___ r _ C. BASIC DATA TYPE I NCI. RED 1 FC 1 FY I FCT I FV 1 SAM I COL. LEN. (FT) 1 I I I I 1 I I I I 1 No. of 1 55waffle slab 1 0=none I I 10 for I I I TCOL 1 BCOL I I spans 162two -Nay slab I 1*col./2 I ksi I ksi 1 reg. 1 ksi I pcf 1 above I below 1 1 incl. 1 1 I 1 1 concr.I I I I I I cantil I 1 I I I 1 I I 1 1 I I I I I I I I I 1. I D. SPAN DATA - left to right (not cantil.) REPS I SPAN 1 WIDTH I DEPTH I IILD 1 --- 1 ---- - I ... I ... _ I I - 1 feet 1 feet 1 inches I feet I 1 -------- I ----- -_-- - I I 1 I I I 1 I 1 / 1 /5 , /! I /5 .7 1 1 0 1 1 1 1 I i 9 1 ( j 1 d 1 1 1 I I 1 1 1 1 1 l I 1 I 1 I 1 1 I 1 1 1 1 1 1 1 -- ---- 1 -- ---- - 1 1 -., 1 E. CANTILEVER DATA - if spec. in "B' (co plete both lines; use 0's for non- existent cantilever) f I 9PAW 1 WIDTH I DEPTH 1 WLD —I 1 I f I feet 1 inches I feet I 1 I 1 1 Left 1 1 1 I 1 I 1 1 �_ 1 Right 1 I 1 1 I I 1 --- - I 1 I --_ -- SEP /89 1 47 SLAB S lc bars • F. COLUMN DATA - left to right lif both col. L's = 0, omit this.) REPS 1 Width I Depth 1 Width I Depth STOP I DTOP 1 BBOT C 0513T I d 1© I m l t) l 0 i /C i 6 i /G / 6 0 S. UNIF. LOADS - Any order, at least one required H. CONC. LOADS - Any order one required START 1 REPS 1 TYPE 1 LORD 1 WIDTH 1 START I END SAM 1 11=DI. 1 1 Oel 1 0@ 1 011. (BM) 1 I2■LL 1 1 I left 1 1 3141 4 LAST I 1 I end 1 I 1 420.., LAST 1 1 1 1 2 2 ✓ ; 2,5" i2 O 2 1 2 1 I10 I /2 1 0 to I I I SLGP /99 DIMENSION (inches) above 1 below I 1 psf 1 ft. 1 ft. 1 ft. START 1 REPS SPAN SSM) - I TYPE 1 LOAD I LOC. 1501. I (P) 1 2aLL 1 I 35DL.LAST I I 4210.0. LAST 1 1 kips 1 ft. Id I I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I 1 1 1 1 1 SLAB TEE DATA - Only if "TYPE" = 5, (required for all spans, including cantilevers) REPS 1 No. of FLANGES 0,1 or 1 I WEB Spacing ic-c), inch. DESIGN DATA Flange 1 TOP of THK I WEB I WIDTH 1 DESIGN 1 BAR SCIEO. 1 WIND INEM LIMIT I I 0=NoDesign 10 =No 1 0 = No I0 =.2,. 8 I I 1=Do Design 1 1= Yes 1 1= Yes I l e .3 1 I I I 1 2 =.4,.6 I I I I 1 I 1 / I v I 0 1 O I K. fLAT SLAB, FLAT PLATE, WAFFLE DATA - only for 'TYPE' = 5, 6 I END SPANDREL BEAM I SIDE SPANDREL BEAM I NUM 1* OF LINES OF I 1 1 I WIDTH -E I DEPTH -E I WIDTH -S I DEPTH-9 I 1 in. 1 in. 1 in. 1 in I I I I I I t /2 I 1 � yl 4, 1 K, Continuation 49 DID DATA WHICH I FOLLOW) I DROP -t. I 1 DROP -T I FROM I TO I QUALIFY I I I 1 I I ft. 1 ft. )n' I - I - 10=No, 1 =Yes I 11 I I -' � I 1 i 1 1 I 1 / \i 1 1 1 1 1 I 1 1 t 1 1 1 1 I I I 1 1 I I I I I \ I I 1 I 1 - I 1 I 1 I 1 1 SEP /89 Note: 'FROM' and 'TO" may be the same span number for this and subsequent data entries. L. EFFECTIVE COVER No of Lines of Data 1 1 D'L 1 D'M in. 1 in. f lines of Data 1 1 1 D'R 1 FROM in. 1 /, ZS' . WIND MOMENTS (CANTL = 1, C(NITR = N) (only if WIND ■ 1 in Data) N. MBAR DATA (Flat Slabs and Flat Plates only) TO 1 BOTTO1 MAT 1 "B' 1 'F' 1 "C" 1 'D" I I 1 (ADDL BOT) 1 (REV) 1 (TOP SHORT) 1 (TOP LIMB) 1 1 I 1 I 1 I I III I at /? ,/ I I �/ I 1 1 `� I I 0 i SEP /89 SAI: SLAB - Flat Plate, Slab and Waffle Design Version 1.61 - 01/29/1992 - C4.0 Copyright (C) 1986 -1991, Structural Analysis, Inc. Boca Raton, FL 33432 (407) 394 -4257 User #930078 M A SUAREZ & ASSOCIATES INC MIAMI FL 33133 Input data filename: SLABBARR DATE: 6 -18 -2004 TIME: 16:13:20 PROJECT: BARRY UNIV. RES. 2 ** *BASIC DATA * ** LAST CANT CODE ALT PIN SWAY MOMRED YES NO NO YES NO NO YES TYPE BMS FC FY FCT FV GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 4 4.0 60. 316.2 60.0 145. 8.70 8.70 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD COL. ST. feet feet in in in feet feet 2 15.2 15.9 6.0 .0 7.1 .0 7.58 3 10.5 15.9 6.0 7.1 .0 .0 5.25 ** *COLUMN DATA * ** COL STOP DTOP BBOT DBOT in in in in 1 .0 .0 .0 .0 2 .0 16.0 .0 16.0 3 .0 .0 .0 .0 * * *UNIF. LOADS * ** BM TYPE LOAD WIDTH START END paf feet feet feet 2 DL 25.0 12.0 .0 15.2 3 DL 25.0 12.0 .0 10.5 2 LL 40.0 12.0 .0 15.2 3 LL 40.0 12.0 .0 10.5 ** *CONC. LOADS * ** BM TYPE P LOC kips feet 2 LL .0 5.0 ** *FLAT SLAB, PLATE, WAFFLE DATA * ** (inches) WIDTH -E DEPTH -E WIDTH -S DEPTH -S 8.00 12.00 .00 .00 * ** THIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME * ** ** *EFFECTIVE COVER * ** (inches) BM LEFT MID RIGHT 2 1.25 1.25 1.25 3 1.25 1.25 1.25 ** *MOMENTS AND SHEARS * ** BM MLEFT MMID MRITE VLFT VRITE 2 .0 34.6 -48.7 11.56 15.81 3 -38.4 12.5 .0 11.75 7.00 ** *COLUMN RESULTS * ** COL MAXP M -UP M -DN MINP MAXUP MAXDN D/T SIGK VTOP VBOT kips kip -ft kips kip -ft kips kips 1 11.6 .0 .0 8.6 .0 .0 .75 .00 .0 .0 2 31.7 -5.1 -5.1 28.6 -6.3 -6.3 .75 1.34 1.1 1.1 3 7.0 .0 .0 4.9 .0 .0 .75 .00 .0 .0 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 .09 3 .01 ** *MIDDLE STRIP * ** LEFT I< MID >1 RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip - ft) BEAM NO. 2: GR WKG .00 13.82 -9.73 GR WKG .00 -.99 -7.32 COMB ULT .00 20.44 -14.35 COMB ULT .00 -1.50 -10.24 BEAM NO. 3: GR WKG -7.70 4.99 .00 GR WKG -5.79 -3.64 .00 COMB ULT -11.36 7.50 .00 COMB ULT -8.11 -5.42 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM ASL UL REVL ASM UM REVM R UR REVR DL DM DR ASMIN WIDTH 2 (.00 .00 .00 .97 .12 .07 .6 .08 .00 4.8 4.8 4.8 1.08 99.8 3 .54 .05 .00 �.35 .03 .25 .0 .00 .00 4.8 4.8 4.8 1.38 127.8 ** *COLUMN STRIP * ** M -LEFT M -MID M -RITE LEFT I< MID >I RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) M -LEFT M -MID M -RITE BEAM NO. 2: GR WKG .00 22.89 -29.20 GR WKG .00 -2.98 -21.95 COMB ULT .00 33.82 -43.06 COMB ULT .00 -4.50 -30.73 BEAM NO. 3: GR WKG -23.11 9.14 .00 GR WKG -17.37 -10.93 .00 COMB ULT -34.07 13.69 .00 COMB ULT -24.32 -16.27 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM ASL /UL REVL ASM UM REVM ASR UR REVR DL DM DR ASMIN WIDTH 2 .00 .00 .00 1.64 .22 .21 2.11 .28 .00 4.8 4.8 4.8 .98 91.0 3 1.68 .32 .00i .65 .12 .78 .00 .00 .00 4.8 4.8 4.8 .68 63.0 ** *SLAB TWO -WAY PUNCHING SHEAR * ** COL VU VMAX V -PU V- TRAN,L VTRAN,R PU MU AC JC CL CR VLAM psi psi psi psi psi kips kip -ft sq in in *4 inches 1 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) 2 229.4 < 253.0 177.4 52.1 -52.1 46.7 -15.1 309.6 17035.7 10.38 10.38 .4000. 3 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) End of SLAB Elapsed Time: 0 min 0 sec A. HEADER 1 B. OPTIONS' (0 No, 1sz Yes) SLAB - INPUT DATA FORM (80 characters maximum) 1 IAST I FAST I PRINT I ANY I CODE I ALT. I PINNEDI SIDE I 1 PROS? 1 PRINT? 1 INPUT? I CANTIL? I ICE? 1 BAYS? I BASE? I SWAY? I 1 I —_ 1 I ) I I I__ / i / I l I o 1 �I I I - I - 1 I I I I II I I C. BASIC DATA I N 1 TYPE 1 MOM. RED I FC I FY I FCT 1 FV I SAM 1 COL. LEN. (FT) 1 1 1 I 1 1 1 I I I 1 No. of 1 5 waffle slab 1 0mnone I 1 1 0 for I 1 1 TCOL 1 BCOL 1 1 spans 1 6=ttwo -way slab I 1aco1. /2 1 ksi 1 ksi I reg. 1 ksi 1 pef 1 above 1 below 1 1 incl. 1 1 1 I 1 concr.I 1 1 1 I cantil I 1 1 1 I 1 1 1 I 1 1 1 1 I I I 1 1 1 1 ` 1 �r I 1 i 1 i60 6 i4 D iS/s .C g,"? D. SPAN DATA - left to right (not cantil.) 1 REPS 1 SPAN I WIDTH 1 DEPTH 1 WLD I 1 - I _ I I __ 11 1 - I feet 1 feet I inches 1 feet 1 1 1 _„_ —�-- I I 1 _,•„__ -__„_ 1 1 I I 1 / I /G, 3 3 I /7 10 1 � 1 ® I 1 1 /� 5� 1 /fig 1 6 1 a I I I I 1 1 1 I I 1 I 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 E. CANTILEVER DATA - if spec. in °B' (complete both lines; use O's for non- existent cantilever) 47 1 SPAN WID ' 1 DEPTH 1 WLD 1 feet 1 f- 1 inches 1 feet I 1 1 I Left 1 I I I Right 1 • I 1 SEP /89 SLAB F. COLLIMY DATA - left to right (if both col. L's = 0, Nit this. DIMENSII N (inches) above 1 below REPS 1 Width 1 Depth 1 Width 1 Depth I STOP 1 DTOP 1 BRIT 1' DBOT I --- -____ l 0 0 O D o I(9 U I e . LIIIIF. LOADS - Any order, at least one required H. CONC. LOADS - Any order one required I START I REPS 1 TYPE 1 LOAD 1 WIDTH 1 START I END 1 1 START 1 REPS 1 TYPE 1 LOAD 1 LOC. 1 1 S l 1 1 latIL I 1 0.1 1 O 1 0■L. 1 I SPAN 1 1 lsDL 1 (P) 1 I I (BI() 1 1 22LL I 1 1 left 1 1 1 (BM) 1 1 2•LL 1 1 I I I 1 3D.,LAST 1 1 I end I 1 1 1 1 38DL.LAST I I I I I 1 42t.L, LAST 1 1 1 1 1 1 1 14nLL. LAST 1 1 I 1 I 1 I I I I 1 I I I I I I 1 1 - 1 1 psf 1 ft. I ft. 1 ft. 1 I - 1 1 I kips I ft. 1 1 1 1 1 I 1 1 1 1 1 1 1 I I I 1 I��I I I I I I I I I C I 1 1 1 / 1 1 I 1 a I /t 1 4 ICS I I Z i I I p I -S I I Z I Z I C� I I I 1 1 1 1 1 1 1 1 1 1 1! I� G I � 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 I . 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .1 I 1 1 1 1 1 ________..I 1 1 1 1 1 1 1 I SEP/89 SLAB TEE DATA - Only if 'TYPE' = 5, (required for all spans, including cantilevers) REPS 1 No. of 1 WEB Spacing 1 Flange I TOP of I FLANGES 1 (c-cf, inch. 1 TR 1 WEB I I I WIDTH I 0,1 or 2 1 LEFT 1 RIGHT 1 in. 1 in. 3. DESIGN DATA DESIGN BAR SCHEDL I WIND 1 MOM LIMIT OuNo Design 0 u No 1 O is No 10= .2,.8 1uDo Design 1= Yes I 1 e Yes 1 1 e .3,.7 I 1 2•.4,.6 I(, Continuation Q FLAT SLAB, FLAT WAFFLE DATA - only for "TYPE' • 5, 6 END IIRf1NDREL BEAM 1 SIDE SPANDREL BEAM WIDTH -E 1 DEPTH -E 1 WIDTH -S I DEPTH -S in, I in. I in. I in. I 1 1 49 NUM 111 OF LINES OF DRIP DATA WHICH FOLLOW) I DROP -L 1 DRIP -W 1 DROP-T I FROM I TO I QUALIFY 1 II I _._.. _,.. _._.. I I I .,,,. I I ft. 1 ft. 1 in I - 1 - I OuNo, 1•Yes I I 1 1 1 I I I I i I 1 I I I I 1 I / 1 I 1 I I 1 1 1 I I I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I I 1 I I 1 1 1 1 I I I I 1 I 1 1 SEP /89 Not "FROM" and 'TO" may be the same span number for this and subsequent data entries. L EFFECTIVE COVER No of Lines of Data I 1 D' L 1 D'M I D'R 1 FROM 1 TO I in. 1 in. 1 in. 1 - I „_____� I I I j 4 9 c 0,7" S l o, - 7"5 / . WIND MOMENTS (CANTL 1, CANTR = N) (only if WIND = 1 in Data) No, of li of Data I ft-kip ft -;ip I I I 1 I N. REI PR DATA (Flat Slabs and Flat Plates only) TO 11 I BOTTOM MAT I "8" I "F" I "C" 1 'D" -- I 1 1 (ADDL 00T) I (REV) I (TOP SHORT) I (TOP LONG) I _ I I I I I I I R _at /? I 1 / � 1 I 1 I 1 7 1 1 I � 1--------: SEP /89 SAI: SLAB - Flat Plate, Slab and Waffle Design Version 1.61 - 01/29/1992.- C4.0 Copyright (C) 1986 -1991, Structural Analysis, Inc. Boca Raton, FL 33432 (407) 394 -4257 User #930078 M A SUAREZ & ASSOCIATES INC MIAMI FL 33133 • Input data filename: SLABABARR DATE: 6 -18 -2004 TIME: 16:16:58 PROJECT: ** *BASIC DATA * ** LAST CANT CODE ALT PIN SWAY MOMRED YES NO NO YES NO NO YES TYPE BMS FC FY FCT FV GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 4 4.0 60. 316.2 60.0 145. 8.70 8.70 * * *3PAN DATA * ** BM SPAN B 0 BLFT BRT WLD COL. ST. feet feet in in in feet feet 2 16.3 12.8 6.0 .0 7.1 .0 6.40 3 15.5 12.8 6.0 7.1 .0 .0 6.40 ** *COLUMN DATA * ** COL BTOP DTOP BBOT DBOT in in in in 1 .0 .0 .0 .0 2 .0 16.0 .0 16.0 3 .0 .0 .0 .0 * * *UNIF. LOADS * ** BM TYPE LOAD WIDTH START END psf feet feet feet 2 DL 25.0 12.0 .0 16.3 3 DL 25.0 12.0 .0 15.5 2 LL 40.0 12.0 .0 16.3 3 LL 40.0 12.0 .0 15.5 ** *CONC. LOADS * ** BM TYPE P LOC kips feet 2 LL .0 5.0 ** *FLAK' SLAB, ,PLATE, WAFFLE DATA * ** (inches) WIDTH -E DEPTH -E WIDTH -S DEPTH -S 8.00 12.00 .00 .00 * ** THIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME * ** ** *EFFECTIVE COVER * ** (inches) BM LEFT MID RIGHT 2 .75 .75 .75 3 .75 .75 .75 ** *MOMENTS AND SHEARS * ** BM. MLEFT MMID MRITE VLFT VRITE 2 .0 33.4 -56.6 10.69 15.52 3 -53.7 29.4 .0 14.81 10.04 ** *COLUMN RESULTS * ** o COL MAXP M -UP M -DN MIN? MAXUP MAXDN D/T SIGK VTOP VBOT kips kip -ft kips kip -ft kips kips 1 10.7 .0 .0 7.5 .0 .0 .72 .00 .0 .0 2 34.1 -1.5 -1.5 29.5 -5.2 -5.2 .72 2.13 .9 .9 3 10.0 .0 - .0 7.0 .0 .0 .72 .00 .0 .0 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 .12 3 .10 ** *MIDDLE STRIP * ** LEFT I< MID >1 RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) BEAM NO. 2: GR WKG GR WKG COMB ULT COMB ULT BEAM NO. 3: GR WKG -11.14 11.76 .00 GR WKG -8.01 -2.63 .00 COMB ULT -16.53 17.60 .00 COMB ULT -11.21 -3.93 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM ASL 2 .00 3 .71 M -LEFT M -MID M -RITE .00 13.37 -11.77 .00 -2.28 -8.46 .00 19.96 -17.47 .00 -3.41 -11.85 UL REVL .00 .00 .11 .00 ** *COLUMN STRIP * ** ASM UM REVM .8 .13 .14 .7 , .12 .17 LEFT 1< MID >I RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** RESIGN MOMENTS * ** (kip -ft) M -LLFT' M -MID M -RITE BEAM NO. 2: GR WKG .00 22.59 -35.31 GR WKG .00 -6.85 -25.39 COMB ULT .00 33.66 -52.41 COMB ULT .00 -10.22 -35.54 BEAM NO. 3: GR WKG -33.41 20.05 .00 ASR .7 .0 UR REVR DL DM DR ASMIN WIDTH .12 .00 5.3 5.3 5.3 .83 76.8 .00 .00 5.3 5.3 5.3 .83 76.8 GR WKG -24.02 -7.89 .00 COMB ULT -49.58 29.91 .00 COMB ULT -33.62 -11.78 .00 * ** REINFORCING STEEL * ** (square EMI ASL UL REVL ASM 2 .00 .00 .00 1.47 31 2.21 .34 .00 1.30 ** *SLAB TWO -WAY PUNCHING SHEAR ** COL VU VMAX V -PU VLAM psi psi psi 1 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) 2 194.1 < 253.0 143.5 50.6 -50.6 42.7 -17.1 350.5 20295.7 10.63 10.63 .4000 psi psi kips kip -ft sq in in *4 inches Elapsed Time: 0 min 0 sec inches and inches) UM REVM AS AM IN UR REVR DL DM DR AIN WIDTH .23 .44 2.34 .37 .00 5.3 5.3 5.3 .83 76.8 20 .50 .00 .00 .00 5.3 5.3 5.3 83 76.8 * V- TRAN,L VTRAN,R PU MU AC JC CL CR 3 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) End of SLAB SAI: SLAB - Flat Plate, Slab and Waffle Design Version 1.61 - 01/29/1992 - C4.0 Copyright (C) 1986 -1991, Structural Analysis, Inc. Boca Raton, FL 33432 (407) 394 -4257 User #930078 M A SUAREZ & ASSOCIATES INC MIAMI FL 33133 • Input data filename: SLABBARR DATE: 6 -18 -2004 TIME: 17 :56:30 PROJECT: BARRY UNIV. RES. 2 ** *BASIC DATA * ** LAST CANT CODE ALT PIN SWAY MOMRED YES NO NO YES NO NO YES TYPE BMS FC FY FCT FV GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 4 4.0 60. 316.2 60.0 145. .01 8.70 ** *SPAN DATA * ** BM SPAN 8 D BLFT BRT WLD COL. ST. feet feet in in in feet feet 2 15.2 15.9 6.0 .0 3.6 .0 7.58 3 10.5 15.9 6.0 3.6 .0 .0 5.25 ** *COLUMN DATA * ** COL STOP DTOP BBOT DBOT in in in in 1 .0 .0 .0 .0 2 .0 .0 .0 16.0 3 .0 .0 .0 .0 * * *UNIF. LOADS * ** BM TYPE LOAD WIDTH START END psf feet feet feet 2 DL 25.0 12.0 .0 15.2 3 DL 25.0 12.0 .0 10.5 2 LL 40.0 12.0 .0 15.2 3 LL 40.0 12.0 .0 10.5 ** *CONC. LOADS * ** BM TYPE P LOC kips feet 2 LL .0 5.0 ** *FLAT SLAB, PLATE, WAFFLE DATA * ** (inches) WIDTH -E DEPTH -E WIDTH -S DEPTH -S 8.00 12.00 .00 .00 * ** THIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME * ** • ** *EFFECTIVE COVER * ** (inches) BM LEFT MID RIGHT s 2 1.25 1.25 1.25 3 1.25 1.25 1.25 ** *MOMENTS AND SHEARS * ** BM MLEFT MMID MRITE VLFT VRITE 2 .0 34.9 -48.0 10.84 15.77 3 -39.3 12.3 .0 11.84 6.19 ** *COLUMN RESULTS * ** COL MAXP M -UP M -DN MINP MAXUP MAXDN D/T SIGK VTOP VBOT kips kip -ft kips kip -ft kips kips 1 11.6 .0 .0 8.6 .0 .0 .75 .00 .0 .0 2 31.7 .0 -8.7 28.7 .0 -10.8 .75 .67 .0 1.9 • 3 7.0 .0 .0 4.8 .0 .0 .75 .00 .0 .0 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 .09 3 .01 ** *MIDDLE STRIP * ** LEFT I< MID >I RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) BEAM NO. 2: GR WKG .00 13.94 -10.80 GR WKG .00 -.93 -8.12 COMB ULT .00 20.63 -15.92 COMB ULT .00 -1.42 -11.36 BEAM NO. 3: GR WKG -8.87 4.93 .00 GR WKG -6.67 -3.87 .00 COMB ULT -13.08 7.43 .00 COMB ULT -9.33 -5.76 .00 * ** BM 2 3 REINFORCING STEEL * ** (square inches and inches) ASL .00 .62 UL REVL .00 .00 .06 .00 ** *COLUMN STRIP * ** M -LEFT M -MID M -RITE ASM UM REVM ASR UR REVR DL DM DR ASMIN WIDTH 98f .12 .07 .76 .09 .00 4.8 4.8 4.8 1.08 99.8 .35 .03 .27 .00 .00 .00 4.8 4.8 4.8 1.38 127.8 LEFT 1< MID >I RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) M -LEFT M -MID 'M-RITE' BEAM NO. 2: GR WKG .00 23.02 -32.39 GR WKG .00 -2.79 -24.35 COMB ULT .00 34.02 -47.77 COMB ULT .00 -4.25 -34.09 BEAM NO. 3: GR WKG -26.61 9.06 .00 GR WKG -20.00 -11.60 .00 COMB ULT -39.23 13.58 .00 COMB ULT -28.00 -17.28 .00 * ** BM 2 3 REINFORCING STEEL * ** (square inches and inches) ASL .00 1.95 ** *SLAB TWO -WAY PUNCHING SHEAR * ** COL VU VMAX V -PU V- TRAN,L VTRAN,R PU MU AC JC CL CR VLAM psi psi psi psi psi kips kip -ft sq in in *4 inches 1 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) 2 222.0 < 253.0 177.6 44.4 -44.4 46.8 -12.9 309.6 17035.7 10.38 10.38 .4000 3 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) End of SLAB UL REVL 1 \ ASM ' UM REVM ASR ! UR REVR DL DM DR ASMIN WIDTH 1.65 .22 .20 .00 .00 2.35 .31 .00 4.8 4.8 4.8 .98 91.0 .37 .00 .651 .12 .83 1 .00 .00 .00 4.8 4.8 4.8 .68 63.0 Elapsed Time: 0 min 0 sec SRI: SLAB - Flat Plate, Slab and Waffle Design Version 1.61 - 01/29/1992 - C4.0 Copyright (C) 1986 -1991, Structural Analysis, Inc. Boca Raton, FL 33432 (407) 394 -4257 User #930078 M A SUAREZ & ASSOCIATES INC MIAMI FL 33133 • Input data filename: SLABABARR DATE: 6 -18 -2004 TIME: 18:18:52 PROJECT: ** *BASIC DATA * ** LAST CANT CODE ALT PIN SWAY MOMRED YES NO NO YES NO NO YES TYPE BMS FC FY FCT FV GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 4 4.0 60. 316.2 60.0 145. .01 8.70 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD COL. ST. feet feet in in in feet feet 2 16.3 12.8 6.0 .0 3.6 .0 6.40 3 15.5 12.8 6.0 3.6 .0 .0 6.40 ** *COLUMN DATA * ** COL BTOP DTOP BBOT DBOT in in in in 1 .0 .0 .0 .0 2 .0 .0 .0 16.0 3 .0 .0 .0 .0 * * *UNIF. LOADS * ** BM TYPE LOAD WIDTH START END psf feet feet feet 2 DL 25.0 12.0 .0 16.3 3 DL 25.0 12.0 .0 15.5 2 LL 40.0 12.0 .0 16.3 3 LL 40.0 12.0 .0 15.5 ** *CONC. LOADS * ** BM TYPE P LOC kips feet 2 LL .0 5.0 ** *FLAT SLAB, PLATE, WAFFLE DATA * ** (inches) WIDTH -E DEPTH -E WIDTH -S DEPTH -S 8.00 12.00 .00 .00 * ** THIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME • ** *EFFECTIVE COVER * ** (inches) BM LEFT MID RIGHT * ** 2 .75 .75 .75 3 .75 .75 .75 ** *MOMENTS AND SHEARS * ** BM MLEFT MMID MRITE VLFT VRITE 2 .0 33.7 -56.4 9.99 15.51 3 -53.9 29.6 .0 14.83 9.32 ** *COLUMN RESULTS * ** COL MAXP M -UP M -DN MINP MAXUP MAXDN D/T SIGK VTOP VBOT kips kip -ft kips kip -ft kips kips 1 10.7 .0 .0 7.5 .0 .0 .72 .00 .0 .0 2 34.1 .0 -2.5 29.5 .0 -9.0 .72 1.06 .0 1.6 • 3 10.1 .0 .0 7.0 .0 .0 .72 .00 .0 .0 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 .12 3 .10 ** *MIDDLE STRIP * ** LEFT I< MID >1 RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip - ft) M -LEFT M -MID M -RITE BEAM NO. 2: GR WKG .00 13.48 -12.91 GR WKG .00 -2.36 -9.28 COMB ULT .00 20.14 -19.16 COMB ULT .00 -3.54 -12.99 BEAM NO. 3: GR WKG -12.33 11.82 .00 GR WKG -8.86 -2.78 .00 COMB ULT -18.30 17.71 .00 COMB ULT -12.41 -4.17 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM L UL REVL \ASK UM REVM ASRt UR REVR DL DM DR ASMIN WIDTH 2 .00 .00 .00 .80 .14 .15 \ .8 .13 .00 5.3 5.3 5.3 .83 76.8 3 .79., .12 .00 .7`6 .12 .18 0 .00 .00 5.3 5.3 5.3 .83 76.8 ** *COLUMN STRIP * ** LEFT 1< MID >1 RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) M -LEFT M -MID M -RITE BEAM NO. 2: GR WKG .00 22.71 -38.73 GR WKG .00 -7.07 -27.85 COMB ULT .00 33.86 -57.49 COMB ULT .00 -10.61 -38.98 BEAM NO. 3: GR WKG -36.98 20.11 .00 GR WKG -26.59 -8.33 .00 COMB ULT -54.89 30.03 .00 COMB ULT -37.22 -12.51 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM (ASL 2 1 .00 3 !2.46 ** *SLAB TWO -WAY PUNCHING SHEAR * ** COL VU VMAX V -PU V- TRAN,L VTRAN,P. PU MU AC JC CL CR VLAM psi psi psi psi psi kips kip -ft sq in in *4 inches 1 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) 2 187.2 < 253.0 143.5 43.7 -43.7 42.7 -14.8 350.5 20295.7 10.63 10.63 .4000 3 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) End of SLAB UL REVL \ASM 1 UM REVM 'ASR i UR REVR DL DM 'DR ASMIN WIDTH .00 .00 .1.481 .23 .45 ,2.58 .40 .00 5.3 5.3 5.3 .83 76.8 .38 .00 11.31 .20 .54 .00 .00 .00 5.3 5.3 5.3 .83 76.8 Elapsed Time: 0 min 0 sec PRODUCT 2041 (Site Sheets) 205F1(NIA M. A. SUAREZ & ASSOCIATES; INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 JOB /Melt . 1 I) t ) V ttiTt °' 1' -: 2 • SHEETNO._ 76 CALCULATED BY IA • b. CHECKED BY DATE OF DATE Pfr> /5144 SCALE +rr M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443 -0691 PRODUCT 204-1 (Staple Steels) 205.1(Fedded) JOB 4 r .r lea SHEET NO. l /" J OF F� CALCULATED BY DATE " J .[ / / O / CHECKED 'BY DATE U1� .RtrAMt•Q- PRODUCT CONTROL NOTICE OF ACCEPTANCE Arch Aluminum & Glass Company 102011 N.W. 07th Street Tamarac ,FL 33321 Your application for Notice or Acceptance (NOA) of: Series 3000 Medium Stile Aluminum Storefront Dour - Impact Resistant under Chapter S of the Code of Miami -Dade Count' governing the use of Alternate Materials and Types of Cunst ruction, and completely described herein. has been recommended for acceptance by the Ntianti -Dade County I3uildin Code Compliance Office (I3CCO) under the conditions specified herein. This NOA shall not be valid alter the expiration date stated below. DCCO reserves the right to secure this product or material at any time from a jobsite or Inanufacturees plant for quality control testing. 11 this product ur material fails to perform in the approved manner. I3CCO may revoke. modiIy. or suspend the use of such product or material immediately. rely. I3CCO reserves the right to revoke this approval. ir 11 is determined by I3CCO that this product or material tails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 0t- 0919.02 MIAMI -DA D E COUNTY, FLORIDA METRO -DADE FLACLER BUILDING` BUILDING CODE COMPLIANCE OFFICE METRO -DADE IfLAGL ER BUILDING; !•Iq wrsT FLAMER STREET. sum:: 1603 MIAMI. FLORIDA 3313u -I 'd 3 (305) 375.2401 FAX 1305) 37S- 29t►x rim 1.JCEVS1r( ;'F ('rn).x (3US) 3754527 FAX (3U5) 3 C.2SS.t CONTRA crofl tNFuttc M3Ia'1r u!'•t.,11)N (3U5) 375.2940 FAX (303) 375.:'0 )'1)001'(: r (:1)N rnot. n11'l�lllN (305) 37$-2902 FAX 00) 3::44;'j EXPIRES: 12/06 /201)(, Raul Rodrieucz Chief Product Control Division TIIIS IS THE COVERSIIF.ET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS flUILDI1NC CODE & PRODUCT REVIEW COMMITTEE This application for Product .Approval has been reviewed hr the (3CCO and approved by the Building Cock and Product Review Committee to he used in Mianti -Dade County. Florida under the conditions set forth above. APPROVED: 12/04/200 t 51 +0 plateslrroace arca:unce corer page.oat Internet mail add rt•s.: pus( mastrriihuihlit $'rulleonline.com Itttmc htt :! /% w'. %.h►►ihlinl;ru+(runlinc.ccom Francisco 3. Quinlan :t. ILA. t)irector 1\linnii -footle County Iluildin . Cucic Compliance Office Arch Aluminum & Class LC. ACCEPTANCE No.: 01.0919.02 APPROVED : December 06, 2001 EXPIRES : December 06, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises .X. renews the Notice of Acceptance No. 97- 0529.05, which was issued on October 22 1999. It approves an aluminum outswing storefront door, as described in Section 2 of this Notice of Acceptance. designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Medium Stile Aluminum Storefront Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -73, titled "Medium Stile impact Alum. Entrance Door" Sheets 1 through 6 of 6 dated 09/11/98 and last- revised on 11- 07 -01, prepared by AI- Farooq Corporation. signed and scaled by Dr. I•Iumayoun f arooq, P.E.. bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and. single door only os shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non- habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The aluminum storefront doors and its components shall he installed in strict. compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING $.1 Each unit shawl hear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUiLDIN(: PERMIT REQUiREMENi'S 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the;ipproved drawings, as identified in Section 2 (Otitis Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the tBuitding Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. S to / • L1.141.41-14. lshaq 1. Chanda, P.E. Product Control Examiner Product Control Division Arch Aluminum & Glass L.C. ACCEPTANCE No.: 01- 0919.03 APPROVED : December 06, 2001 EXPIRES : December 06, 21106 NOTICE Of ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall he permanently labeled with the manufacturer's name, city, state. and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered in a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes: b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product: it) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or pro css shall automatically be cause for termination of this Acceptance. unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. h) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County. Florida. and fitllowed by the expiation date may be displayed in advertising literature. lfany portion of the Notice of Acceptance is displayed, then it shalt he done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall be provided to the user by the manufacturer or its distrihutors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. Y. Failure to comply with any section or this Acceptance shall he cause for termination and removal of _acceptance. 9. This Notice of Acceptance consists °I I. 2 and this last page 3. 14t441 , L.`.4%1 !shag 1. Chanda, P.C. Product Control Examiner Product Control Division ENI) OF TI IIS :ACCEPTANCE 3 ( 0 /XX ) ( XX ) MAX. DESIGN LOADS • + 80.0 PSF (A 6N MEP ARE NOT APPLICABLE. UAL 0.4.0. ( 0 /X ) - 80.0 PSF OVERALL wows GHTS EOU*REMMENT S *11N CONCE41.60 13031261 MIN SWORD 0.0SER6 0 UAL 01.0. (X) APPROVED CONF1Q j1 UAL DESIGN LOADS - PSP (X - 21220) s 1 N int.) 1 °rt.c -) sa 1/21 7/6 60.0 1 60.0 44 -1/21 57.0 67.0 21-I r''ff I 0.0 44 - In' 7 e/D 1 66.0 1 6 76.3 1 70.3 (APPLJCABLE To 5D10L! LEAF DOORS) WHEN WATER INFILTRATION REOUIRENE'4TS ARE Nor APPUCATTLE, s I/Y LA7t. 7/0 0000 02. 61 -J /4' 66 -1/4' UNITS SMALL 0E INSTALLED CTTLY AT LoCATicvS PR07ECTE9> BY A :maw CR OV00WND 61.101 MAT THE ANGLE SEZME2tl ITC EOM OF CANOPY OR CVETPANG TO SILL IS LESS IRAN AS WIVES. UNLESS UNIT 15 INSRA IM3 IN x0N-- t9A8RAEl°_ AREAS WHOM MIT AND AREA 35 C00022D TO ACCEPT *4TER INFILTRATION. 6/0 6008 NT. 67 -3/4• 67 -1/4- 100 eTETATjA W000 StaUMREE OR 114RU *000 SUCKS cm Comm Own N Otq.Y PRODUCT RENEWED ACEFirrANCEMA o {- 0415. B,ITRSNOATL PACENS4d suarmocoot LOCK OPTIONS; Snv Cd.P. j 1 T0IT 00025 ALL SINCL.E LEAF DOORS TO 8E FITTED vg1M POINT LOCK DOUBLE LEAF DOORS; ACTIVE I EAF- THREE POINT LOCK SYSTEM WiTN 0 PLY NOOK LOCK 001.7 ADAMS RITE NO. 4015 61 4016. KEY OPERATED ON EXTERIOR *110 TNT/MR-TURN ON INTERIOR. LOCATED AT 34' FROM 801TOM OF.PANEL INACTIVE LEAF; 720 POINT Lac SYSTEM ADAMS RITE NO. 1080 WITH THUMB TURN CH THE INTERIOR. LOCATED AT 34' FROM BOTTOM OF PANEL. NOTES: L ties St0I><'11*RE 40 m uC.ne AS 1O IN6 sow, 140R6U 8UU0.ra 700E 1004 EDIRON 7011 DADS COMM. ALSO £OR *um Laos AS 2EA ASCE 7 US4.40 CORRE57.040610 1.GW6. 4. 6000 666063 6r 001E3t$. MIT BE 410411152 ARCMs? 10 TAANSIta 0106 70 INC S:RUCMIC 2 Swl ANC 2 2 SMALL T A O UMW. 4 66om& AS 1. SS ammo eN o sv A u _ DRESSING OR 51YOcO. IERIAI ti. 6$ I+�ALL STEEL M CONTACT 01111 ALUWNYy 'Q. EE 2US60.Pa P4i$7 i. E'V 2-6 * too tIrsurnot luxj 04537 NOV 1 2 2001 74 1/2• GRAVE 9/0011 70 9/2• Dl 780. I 26 5 /16' 26 5/16' 0.t. OPG. ILL OPC. 76• 36' tL1F InOTR LEAF 7n0rit TYPICAL rt NAnot.( ( o/xx ) 'METED UNIT THIS PRODUCT RATED FCR LARGE MISSILE IMPACT JJI i SHUTTERS NOT REQUIRED 1 i 1 1, a .1 W98 -73) (sheet 1 o1 8 N 0 Q. TT/'JL AmD2315 • 12Y L91 832 vCCOitf 3 • a .�. i MOOD }}1 UM S 40 10 0 Des 1 6 ammo =WPM CLOSER 1112 5MS maw. to -24x 0v - 3CR5 Omt 1 -1/b' LOW ST. S1L CUPS ATr1 Ah0 sr 0.0. BUMPER THRESHOLO .` `flPI AI. shCi 3 112 -24 x 3 /s• FYI 5 IW3 AT 4 - FTOM CCxMERS • AhD tr O.C. MAx. SPAC.010 TRANSOM .'.AMR W000 SUCKS NOT 2Y ARCH ALUMINUM. MUST SUSTAIN LIACS 3005E0 Sy GLAZING S' a EM ANC TRANSFER THEM TO THE SUH.OINC STRUCTURE. TYPICAL ANCHORS; 522 Du' FOR SPACING A. *MO 25? '11000 9UCMS OR WOOD STRUCTURE I /4 '.kA. TAPCCNSWITM r --I /2 MIN. WOOD PENETRATION 8. T4+RU 18Y SUCKS INFO MASONRY OR OIRECTLY INTO MASONRY t /At 0114, 1APCOMS.,11101 .1 -I/4 .Al!l.. EMRTE0 INTO MA ONRY C. INTO MEAL STRUCTURES (STEEL OR ALUMINUM 1 /B MIN. TMIC1WESS) 1/4• DUL TEES OR SELF DRILLING SCREWS SEALANT FRAME AND PANEL CORNERS. INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS SEALED wm4 AWMINUW COLORED SEALANT VOW CORNING 999: PRODUCT Rr Nk:tr: EEs Ap rM c P1,.. O 11-- 611 t1XW*T.G+OATx Dit24, 0 s ,,.• i . ■Ka6 .745 MW. TYP. TRANSOM 142 10 /SILL 01Am...0 DETAILS 16 MASS 11/At STWAZGIENSO 090 INTIMATED UstEx/KEASATE BY '50U31Ui MEM ST 1/, CLASS xiAT STACMCNENED .096 IMIEQIAttA 11481 /KEJSAYE 1? YOLWU' 1/4 GLASS 11FAT SIMINCTRO41D &,on DSO F'AP000 ILL P1 9 +4512 NOV 1 ? 2001 DOOR 1 PAP 1 TYPICAL PORNII clUtTC1 Of 3 AT NM. STILL 3.-ur HY CA 33T WOO Walt 331 WOOD Aladt • '•:. Tr P ANOIONS To Kaman' 10 urtAL worm gtxxs NC? eY ARO: ALIPAINUIA WV SUSTAIN i..OACS I IMPOSED Or GLTZITG !IM. AND Taman; Tied TO TNT atst.CINO STAuCrURE. 711,02:UCT Actztvems _ s pu-eslis: FXMATMT Wm. jat...uaiattja - " 174 S=reis . vor.z.zoo,'W...0•4 • dromino no. W98-73 rn 0 O X d Cr- PRODUCT RFa4EW .D Ac srG icsK. DI — ea 4 q. Mawr= D*TI P#c.o &,tm{ 1,41Aa c 1 . 1 t, •..5� ho0ucroberntbLo arsae�otmc 1 x 1' x 1/1' AttAA ANGLC. 3 -7/2 LONG (3) 110 -21 x 3/0 NA&10 CUTTING 43 FRAUEyORNER FRAME CORNER THRESHER CORNER -! 14 x 1 •1/r uS 12 x 3/S' ruT Hs:40 TN8Fim CUTTING scl ws 2x2x1 /!' A&UM ANtAL. 7 /e' tCNO 110 -24 x 1/2" 111REA0 swam 115 OFF$FT PIVOT HIND OFFSET CAST ALUMINUM PIVOT HINGES INTERNATIONAL J OP -160 (AT EACH ENO) INTERMEOI ATE CAST AUUTAINUI4 HINGES 0 (AT MIOSPAN OF EACH LEAF) 00oR I!AF CORNER C. 12 414 UV TAPPING SCANS PEA IVAF HINGE OPTIONS; ! 12 TIN mr TAPPING =ADIS 4-1/2 BRASS SUIT HINGES HALER 1 2343§ 7• FROM TOP CORNER 12* FROM BOTTOM CORNER ONE AT MIOSPAN Acc�irlCCw -0 — _ FJ**IATrOH O0 6 = c=s 14 44 } •L.1�a4.4 rituotx..41�14�. �pn BYIInG�11IN3 -- ' ' 1 t2 P!N W.$ TAPPING SCREWS CONCFAI Fr) ALUM ROTOR HNNGF CONTINUOUS ALUMINUM ROTTON MINCE HAGE.R F 780 FASTENED TO FRAME JAMB AND TO JAMB SUE WITH (27) TOTAL SCREWS ON 8/0 000RS WITH (23) TOTAL SCREWS ON 6/8 k 7/0 000RSS 7 ero0M9 Ae. ! W98 -73 - --...../ RESO. 86ECa1PT1OK 1 *8YEW4L YAM►. /MIPP1Ml/66 lisp 4.500 F.115 'J L7.37 a+t tt8t- s .410! 4.1.14 I [ 1 1 V LS* , rll. 41$ aA44 S.L. 6463 -:5 ,Wtf, 3:.01 DX-0- 2.100 �� 1.ZS0 4/ LEW '*t 243a RWS 470P 6013 -T6 WQ• /Llgt As rwtt {1n •yak . . PC/0401 fJ9a= Q ACTIVE STIL£ AS AICO 96736 sum $&10 5 ti..: so ss-4 E t a I 1 f ! 2*9 i 57ALaIM 1 J f' 1 .0 7PALTP*0* 0 LACY 106.1 - TB ARtat SLIM .494 HEAQE? TUBE 3 ` 0008 1:0P 6063 -t1 ARCM ADM • . C22 TRANSOM HEAD & SILL 3 0002 IMP 80824s ARCM ALUM 1 TJy1w30w $qL 6083 - TB mot owl 1718 .--- MTi1G6'I we& ZCCRCG41S7 CJ:"5 ) 3013 - 75 31131 sum - 1. t/ DOOR IMP MU Ui . PRtlfi V/APNLtiE NDR^N ��:00 1938 1 4/ NM LIE 711L41-4/6 C 2WE MC4P162 t RIMSER ,.3-0 J L 1 $ VP G9RNS4 616'10 6063 -1: ARCM ALUM .6 AS AS REGO. " TAPS ;s/6 M VC" - 20011110.1 011110.1 AS4 5 7;1= AS AE C. !URD u t 0WS STS 0313•111 0104 ALAN .:53 .170 -•,f 0 DOOR FRAM & :RANSOM JAMB r -- 11 ,.� .� -I.64. BLCC( As AE00. `11*20 uA '1399 's'•aP 0081 - ti ARCH AMU IAL—F ENCIIM 12355 Yg111, ,n. po A3 RE00. UPS I,/2' X .I/01 - 1 MOA*OM `.064 L.— 1/ Rot maw RAL O. - TS .420 Amu As REM. =IRO A60V7151 0 6063 -16 ARCM AIM L, ( 1.730 49 RS00. 9 10 2 7/1' PAT WAD SCREWS - 3' /ROY COMERS sse r_o A6 REM MUMS KIM st0P1043 1123/411S 013!069 6as • .844 AS J. mason 115A0 6013-70 KICX ALUM 1 ( - � - . 1 1 1 0 GLASS STOP F1XE0 UTE 1 GLASS f 1 .063 3000_ STOP I:1XW UTE 1/ w 3/21* magma 000 66th .RR - ARCM ALM 1 / ail M IX 5421 2033-23 ARCH 31141 , / A011.4 tor Aim SOLE bas3—T3 ARCH AMA - _ CO HINGE STILE 1/ *acme LD/ ov.cra saa 110113-33 ARCH Aua4 AS MO PAX 4IRR1PF6,0 ;.33311 s .36011) 612111£120. 711 • L ua L1.7!0 --1 Q 0002 STOP 1 r1.3001 —1" 006 1. 16 5 010 6.33 1.076 �; .. _ .733 EXT. GLASS STOP .1/ : 4.1/3 5 4' MT 10202 BRASS MMOER 1/ 18P' MOH 118103E AuAONMM /MOLL • am1 52 011967 NW stT - LCD - 04 6RCRw. a►1sET MAT - wit 3011310.03101t 3011310.03101t c co 4 RuNPER MEMO 063010 1 __-.� t I.- 7.000 --.I ® GOOK STOP - 8444,.....IY6 4001. MOO 1/ 1131 pm am At 42-,/Y /Rau 1101:031 3002-93 A419mi t' 6H*PE/ Die 1/ iW ' PURL. YAMOLE a a3 1/2' FROM 001010 6663 —T5 43104 AuJM As 9200. • 10 X 4 ■3/4' RAT 442010 SCREWS - 3 !ROM coma* 24' 0.C• r 1.644 -r 127 ® INT. t.s,s a TOM* *MS * 00301 /Out 6013 -T6 ,+RCM Mill 3.000 .064 775 ritO2UCt .N... -., 3 Arai L • A =crt :tw...a1 -o 1.4.22- 112$343a1771117.42. .�I� ..j. La ra+ A.ct a u ch rosy. i8 ' Si 1 i 3.000 .123-41- CLASS 1 STOP 1 TOP RAIL --+ 4 " - .229 F- 1.64+ -4 Q BOTTOM RAIL ' . 176 r.'" ots 1 .t0! 1 6qa SA. ..M0Mw ri00011 sa��tmt: ru. PE / MO f NOV 1 2 I 1 • • ° d 1 , .a s7 1 1 L� -i GLAZING r....7 - -.00• 3 44 1 -- ADAPTER 1 1 --{ r - j . eao DOOR STOP CUP 111 drarin¢ no. W98 -73 OW at _ 4.000 V SAOCL£ THR£5* 010 3.�G ROMPER THRESHOLD AN-03-2002 THU 04:41 MIAMI•DADE Y PRODUCT CONTROL NOTICE OF ACCEPTANCE Firedoor Corporation of Florida 1350 N.V. 74 Street Miami ,FL 33147 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0213.02 EXPIRES: 04/02/2006 APPROVED: 04/19/2001 \\ s045000I 1pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster i huildingcodeonline.com MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLI:R BUILDING BUILDING CODE COMPLIANCE OFFICE METRO- I)ADI: FLAMER R nt711.t)ING 140 WEST 1'I.AGLER sum, f, tit;rn: Ir.f3 MIAMI. FLORIDA 331 3u -I=o3 (305) 375-2901 FAX (305) 375 -2''» CONTRACTOR I.ICE:NSING SE(i ION (305) 375 -2527 FAX (305) (305) 375 2gw1 FAX ( 305) ? . _ I'ItOI)t'(T ('ONTR()1. UIVISIt" (305) 375 -2902 FAX (3t)5) 3 :4•.:`► Your application for Notice of Acceptance (NOA) of: 4080 IIMD - F Flush Outswing Commercial Steel Door - Impact under Chapter 8 of the Codc of Miami -Dade County governing the use of Alternate Materials and Types cat Construction, and completely described herein, has been recommended tier acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. I3CCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to berform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division TIIIS IS TIIE COVE,RSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW' COMMITTEE This application for product Approval has been reviewed by the I3CC() and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Ibrth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance (Mice 1Iomepage: http : / /ww•w.buildingcodeonline.com Firedoor Corporation of Florida ACCEPTANCE No.: 01- 0213.02 2 APPROVED : April 19, 2001 EXPIRES • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS April 02, 2006 1. SCOPE 1.1 This renews the Notice of Acceptance No. 99- 0408.01, which was issued on 'luly OS, 1999. 'It approves a commercial steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 4080 HMD -F Flush Outswing Commercial Steel Door - Impact and its components shall be constructed in strict compliance with the following documents: Drawing No 97- 0711 -01, titled "Series 4080F Steel Door" Sheets 1 through 4 of 4, prepared by manufacturer, dated 5/28/97 and revised on 06/14/1999, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, asshown.,in appr.o.v.d drawings. 4. INSTALLATION 4.1 The commercial steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not rewire a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the' proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. l SIk al I. LG,e tcJ !shag I. Chanda, P.E. Product Control Examiner Product Control Division Firedoor Corporation of Florida ACCEPTANCE No.: 01- 0213.02 APPROVED April 19, 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS (For File Only. Not part of NOA) 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) Ifthe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. lshaq 1. Chanda, P.E. Product Control Examiner Product Control Division END OF TIIIS ACCEPTANCE 3 FRAME ELEVATION LOCK/ DEADLOCK 22. 23 BcAL.E. V • • r - m' LOCK OPTION •A• FRAME ELEVATION MORTISED LOCK 24 SCALE. V4' • 1' - 0• LOCK OPTION IV FRAME .ELEVATION • EXIT DEVICE 25 SCALD. V4' • r - m` LOCK OPTION .O. THE COMPLETE RESOURCE FOR HOLLOW. MERL FIREDOOR FABRICATIONS FIREDOOR CORPORATION OF FLORIDA 1350 NORTWEST 74Th SMELT AIWiI FLORIDA 33147 FAO (30.5) (305) 591-1500 53E-4797 APPROVED AS COSIPLYING 501* 'ME SDOTB FLORIDA BUILDING COIF DAT . F9. BY _15;4111,-. __ 151.t1.l : 0. sels_-- mom CCoTR0I D - V 54% BUILDING CODE =pumNCE OFFICE ACCEPTAIICE'AL -040%- 0I • PRODUCT RENEWED ACLTPTANCE No. O 1 Cam Z FXPTRATIONDATE hP•1L 02 406 15*. 1CIA \ • C.,,,L.,,,1A- Pnocec cw�. -n oLowtsto>F 01 fl oCOO.COSMAA14CEOfftCE PATE. 5/28/97 MOM BY. . FRANCISCO 15 EET 11TL£. SERIES: 4080E STEEL DOOR PRAWNSS NU ISER 97- 0711 -01 i T a F 4 FRAME ELEVATION SCALE. W4' • r•0• rasoKey WALL SIDI SP © FRAME CORNER CONSTRUCTION N. T. S. FASTENED • n1 No. 6)O• NAIL ® N.T.B. FLOOR .CLIP CONSTRUCTION 0 OPTION 0 0 I = ? s ®OR .. r:1' ;Ma We 1.1 . TR 0 0 FRAME SECTION SCALE• 8/8 • r.ID 6P WOOD STUD WALL WALL ANCHOR N. T. S. all THE . COMPLETE RESOURCE FOR FIREDOOR HOLLOW iIATIONS� FIREDOOR CORPORATION OF FLORIDA 1750 NORIWEST 74TH STREET WA FLORIDA 33147 DATE. PHONE: (305) 83 8 6 -4797 FAX: APPROVED AS COMPLTUMG WIIR WE SOUTH FLOW TUULOI1NG CODE o 19 By __s.I.et_Lc1.eu.a .. — NOCDCT CLHToo! D +v S !o, BUILDING CODE COMPLANCE OFFICE ACCEPTRF:CE NO. 4 1-04o4 -DI PRODUCT RENEWED AcartANCENo es I "" F]0'1RA1TONDATE A.f %L 02,Lot4r Ry 1 s 1.Q9 1 • L.10,ad WiLOIO 5/28/97 DFAOlO.C5 NIT'IBM 97-0711-01 DRAM DT. FRANCISCO SHEET Ten a. SERIES: 4080F STEEL DOOR SCALE. 2 OF 4 THRESHOLD DETAIL (OPTIONAL ® OR Q FRAME SECTION WALE, 3/8 • r -o . DOOR CORNER CONSTRUCTION KT. N. O D GAUGE LOCK RiINP. 346' THIOK TONNE RE 0 f HINGE/STRIKE PREPARATION N.T.9: STRIKE PREPARATION MI THE COMPLETE RESOURCE FOR F{REDOOR FABRICATIONS FIREDOOR CORPORATION OF FLORIDA 1350 NOR NEST 741H STREET PAW, FLOT80A 33147 DRAOANGS POWER 97- 0711 -01 PHONE: (305) FAX: (305) 691-1500 797 APPRDYED AS calmm INC 'mu THE SOUTH_J'LOSID4 BU1E41NG CODE DATE J LL Dt __... ST _Ls�s _ \•l EwJ, PBGOUCT COMM FT.S BW'LOING COIN C9 WUA ZE MICE ACCEPTANCE NO.77 • PRODUCT RENEWED AcCEPTANCePIo. yy t st." \ • & L4 N<< FRODUCfCON1ROLO BVI DNOCODECOMETIANCEOTt DAM DRAM pr. 5/28/97 I FRANCISCO ITTORET TITLE: SERIES: 4080F STEEL DOOR SHEET arieo b . 3. OF 4 • DOOR PANEL DIMENSIONS DESIGN PRESSURE PSF WIDTH/HEIGHT EXTERNAL INTERNAL 24 X 80 90 -90 30X80 ,_ 90 -90 36 X 80 90 -90 42X80 90 -90 48X80 90 -90 24 X 86 90 -90 30 X 86 90 -90 36 X 86 90 -90 42X86 90 -90 48 X 86 90 -90 24 X 95 1/2 90 -90 30 X 95 1/2 90 -90 36 X 95 1/2 90 -90 42 X 95 1/2 90 -90 48 X 95 1/2 90 -90 BILL OF MATERIALS ITEM QUANTITY MATERIALS BASIC DIMENSION 1 1 16 GAUGE WELDED FRAME at A b st 5a Ag{ p, A v; 5 3/4' X 2' X .058 2 1 18 GAUGE FLUSH ODOR 1 3/4" THICK X .048 3 4 HINGE REINFORCEMENT (DOOR) _ 1 1/4" X 10" X 3/16" 4 8 FRAME GROUT N. A. 5 8 (4) PER JAMB BOLT SPACER 2" X 2 5/8" X 18 GA. 6 8 (4) PER JAMB FLAT HEAD W000 SCREW (OR) 3/8" X 5" 7 1 (4) PER JAMB FLAT HEAD SLEEVE ANCHOR 3/8" X 5" 8 1 POLYSTYRENE CORE (APACHE PRODUCTS) N.A. 9 1 149AV ALUMINUM THRESHOLD PENKO (OR) 3/4" X 2 1/2" X 48" 10 1 200SAV ALUMINUM THRESHOLD PENKO 1/2" X 5' X 48" 11 2 12 GA. LOCK REINFORCEMENT 1 1/8' X 3 1/8" X 12 CA a, 12 2 (1) PER JAMB FLOOR ANCHOR 1" X 1 3/4" X 4 1/2" X 18 GA. . 13 3 CHANNEL (2) TOP AND (1) BOTTOM m,' 13/16" X 1 21/32" X 13/16" X 16 GA 14 4 FRAME HINGE REINFORCEMENT 1 1/4" X 10" X 3/16" 15 1 STRIKE REINFORCEMENT 12GA X 1 3/8" X 6 7/16" ` x010 16 2 WOOD SUCK CHAMBER 1 1/2" X 11 1/2" 17 1 CMU BLOCK CHAMBER 7 5/6" MU 18 1 CLEAR SIUCON SEALANT BY G.E. N. A. • 19 1 WEATHERSTRIPP P241 -30 PEMKO 1 3/8" X 3/16" 20 1 WEATHERSTRIP 588 PEMKO 1/2" X 1/4" 21 4 F179 HINGES STANLEY ^ •n: X 4 1/2" X .134 22 1 LOCKSET YALE 5400 GRADE 1 N. A. 23 1 DEADBOLT YALE 3300 GRADE 1 N. A. 24 1 MORTISED LOCK YALE 8700 GRADE 1 N. A. 25 1, EXIT DEVICE YALE 7100 GRADE 1 N.A. 26 1 RUST INHIBITIVE PRIMER N.A. NOTES: - MINIMUM YIELD STRESS OF 45.000 PSI - AU. FRAMES" AND DOORS COMPONENTS TO BE STEEL COMPARATIVE ANALYSIS AND ANCHOR CHART Firedoor Corporation of Florida Series: OUT — SWINGING STEEL ENTRANCE DOOR (Based on FTL # 1644) Test size: 52 1/2" by 98 1/2 "" high NOTES: - 4 HINGES PER JAMB - 4 ANCHORS PER JAMB NO HURRICANE PROTECTION (SHUTTERS) REQUIRED DATE: 5/26/x7 REV. 6/14/99 DRAWNGS NUMBER TFIE COMPLETE RESOURCE roR HOLLOW METAI FIREDOOR FABRICATJCNS FIREDOOR CORPORATION OF FLORIDA 1350 NORINEST 74TH STREET MAM,. ammo* 33147 Prow: (305) 636 91 -1500 APPROVED AS COMPLY= WMI THE SOUTH VIDA SUSSING CODE 19 9Y P90OIICI C06T91&. Dry;3•(A9 991808G. CDOE LOIMPL:ARCE 61918E ACC rtANCE no 9 a -n401• n 1 PRODUCT RENEWED ACCEFFANCBNo. aPF-U- 62,"1061, COMA rr -•- N11tlDt DIYOtON ammo CODECOMPLIANCHOM T mo CODEOOMPLNNCHOMCB 544744 BY: FRANCISCO S+EET TITLE: SERIES: 4080F STEEL DOOR SCALE: 97 - 0711 -01 sIt of`4 w MIAMDA BUILDING CODE COMPLIANCE OFFICE (BCCO) I'RODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows MFG., Inc. 1745 West 33 "' Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ, (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. SH98 -04, titled "Series 2000 Aluminum Single Hung Window ", sheets 1 through 5, prepared, signed and sealed by Francisco Hernandez, P.E., dated 3/25/99, bearing the Miami - Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Cont MISSILE IMPACT RATIN LABELING: Each unit shall be ° anent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cr qty, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of th" NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at c t . e B 'Iding Official. ji This NOA renews NOA # 00- 0403.07 and, consists o The submitted documentation was reviewed by R : Large, 'sion. mall and None Missile Impact MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 as approval document mentioned above. Ce{ NOA No 02- 0212.02 Expiration Date: April 22, 2007 Approval Date: March 21, 2002 Page 1 DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW HURRICANE PROTECTION IS REQUIRED )W 3ION s . ANCHOR SCHEDULE LIGHT DUTY • MEDIUM DUTY ' (W/ HEAVY DUTY 11 1 BT STEEL STREINFORCEMENT) REINFORCEMENT) 1 3/16" TAPCONS • 3/16' - ANNEAL CLASS ' . 3/16 - ANNEALED GLASS 1/4 -AA N. C31 ASS PER )EGAD AND SUL PER IAMB . DSB-ANN GLASS 3AV ANN L Ci ASS 3/16' TAPCONS 114' TAPCONS 3/16' TAPCONS 1/4" TAPCONS , 1/4' TAPCONS WIDTH (EIGHT EXT* INT.® EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 16 1/8' 2R • 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28 1/2' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 37'. 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 53 1/0' 4 60.7 67.5 60.7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 98.0. 122.5 98.0 184.8 19•1/6' ' ." , 3 8 ° 3 /e ; 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 20/2' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 3Y 3 60.7 67.5 60.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0. 122.5 98.0 184.8 4 60.7 64.8 60.7 64.8 90.6 ' 90.6 97.1 97.1 90.6 90.6 98.0 122.5 98.0 144.3 • 50 6 6 / • - . 2 4 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 2 60.7 67.5 60.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 122.5 98.0 184.8 - 3 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 53;1/8' 4 52.6 52.6 53.2 53.2 79.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 19 2 5 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 26 1/2" 2 60.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 z 3T' 3 60.7 61.5 60.7 89.5 89.6 89.6 98.0 111.6 89.6 89.6 98.0 111.6 98.0 168.3 53. 1/6' 4. 41.3 41.3 46.7 46.7 70.0 70.0 70.0 70.0 74.9 74.9 74.9 74.9 98.0 104.0 111‘:1/8" . ' ; •' ' 74 1/4' 2 5 60.7 67.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 26 2 60.7 67.5 60.7 .•` 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 122.5 98.0 184.8 hi 37' 3 51.4 . 51.4 • 60.7 71.5 71.5 71.5 93.3 93.3 -12 -94 0 PSF OVER 1) PSF PSF 71.5 71.5 93.3 93.3 98.0 140.8 BASED CN 1IT1.- -16143 DATED 7 -12 -94 TEST SIZE- 53 +70.0 1/8' X 83' 0 PS (1 F WER 1) TEST LCMDS- - 70. DEMON LOADS- +46.7 -46.7 PSF WATE1t INF11 H TEST 9.1 PSF TESTED CUSS- OW A NFJLED BASED ON WIL- -18175 DATEDf7 TEST SQE- a +105.0 33 1/8' x83' 105. (1 1tST LOAD5 - LOADS- +70.0 70.0 WATER INFlLTRATION TEST 14.7 TESTED MASS.. 3/16' MINEALED BASED ON VTL - 16176 DATED 7 -12 -94 TEST SIZE- 53 +151/8' X 631520°X 1) • TEST LOADS 6.0 - DESIGN LOADS.. +93.0 -104.0 PSF WATER INFILTRATION TEST- 14.7 PSF TESTED GLASS- 3/16' ANNEALED col . I 21 " MAX. I . 2 11 1 11 1 1 1 1 11 - - 11 - - I 11 1 11 - vvir uuvv ANCHOI L I • APPROVED AS cOtf.PLYiNG WITH THE SOUTH FLORIDA BUILDING CODE DA Watt p 2 PROD' CONT•'L DIVISION BULL' DE COMPLIANCE OFFICE ACCEPTANCE N0. 00 o9- HEAD ANCHORS SEE CHART 6" MAX. TYPICAL ET RVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPUED) MAY BE USED PRODUCT RENEWED ACCEPTANCE Nix oZ - 0Li ?a010 PRODUCT CONTROL DIVISIION BUILDING CODE COMPL1 ACE OFFICE a- Z5 -f) o FRANCISCO HERNANDEZ FL. PEI 51393 L 06"7 I Sunshine Windows Manufacturing, inc. 1743 W. 33rd Placa Hialeah, Florida 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 Fd c CO e Q1 f L. 03 i- i th"acii 112 SHEET 1 OF 5 DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW ao ANCHOR SCHEDULE 1/4" TEMPERED GLASS FOR LIGHT, MEDIUM AND HEAVY DUTY WINDOWS HURRICANE PROTECTION IS REQUIRED STANDARD SILL 3" HIGH SILL PER BEAD IAMB 3,/16" TAPCONS 1/4' TAPCONS 3/16' TAPCONS 1/4' TAPCONS WIDTH HEIGHT AND Sits. D(T. I NT. D(T. INT. EXT. INT. EXT. INT. 191/8' 2 3 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 2e .1/2' 2e 2 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 3r 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 531/6' 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 19 1/e' 38 3/8" 2 4 66.7 214.0 66.7 300.0 75.0 214.0 75.0 300.0 26 '1/2 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 3r 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 53 1/e 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 191/6' 50 5/8" 2 5 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 281/2' 2 66.7 148.9 66.7 300.0 75.0 148.9 75.0 300.0 371 3 66.7 124.0 66.7 164.4 75.0 124.0 75.0 164.4 as 1/8• 4 66.7 83.8 66.7 92.3 75.0 83.8 75.0 92.3 1e 1/e• - .a 2 6 66.7 173.2 66.7 300.0 75.0 173.2 75.0 300.0 28 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 3r 3 66.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 53,1/8' 4 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 191/e' ' 2 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 281/2' --- 2 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 37" 74 1/4' 3 6 66.7 85.8 66.7 155.0 75.0 85.8 75.0 155.0 53 1/8" 4 66.7 69.8 66.7 1 75.0 69.8 09.8 75.0 75.0 BASED ON F1. -1837 DATED 11 -19 -97 TEST SIZE= 53 1/8" X 74 1/4' (1 OVER 1) TEST LOADS= +112.5 -112.5 PSF DESIGN LOADS= +75.0 -75.0 PSF WATER INFILTRATION TEST= 10.0 PSF WITH STD. SILL 11.3 PSF WITH 3' HIGH SILL TENTED GLASS= 1/4' TEMPERED HEAD ANCHORS SEE CHART II 1/4" T MPERED _ - - - -_ JU ir 11 II II 11 11 II I /// II 1! 11 1 11 II II II . _ II 1/4" ThMPEREDIIGLASS II II JL JL I I ir- 11 11 11 11 11 11 11 1 ! 1 _r T I SILL ANCHORS SEE CHART WINDOW WI 14 MAX. [14 MAX. DTH TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE p • ��,,, � 02 0 BY %%/1'! ./4--• PROD T '01 DIVISION BUIL► CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 PRODUCT RENEWED ACCEPTANCE No. 0 Z -0 Z 1 t ' 6Z• m , it 72 740 RODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE EXPIRATION DATE BY a - i5 - 00 FRANCISCO HERNANDEZ FL. PEI 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. flodda 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 pi al p; c Eli E C - h . o • O N w 13R1A . l ing3ICE 14 0 Drawn ey: J N Data: 3 -25 -99 Soala: 1 /2 1 RcMlon'a -25 -00 ReNdon: DRAWING NO. SH98 -04 SHEET 2 0F5 JAMB ANCHORS SEE CHART 11 f 8 PART 0 17tEQD. DPSC2IPTION &IA1EMIAL 1 SW -014 1 FRAME HEAD 6063 -T5 2 SW -52101 1 FRAME SILL 6063= -T5 4 SW -015 1 MEETING RAIL 6063 -T5 5 SW -017 1 SASH TOP RAIL 6083 -T5 6 SW -43355 1 SASH BOTTOM RAIL 6063 -T5 7 SW -40771 1 3" RISER 6063 -T5 9 SW -AS 14 ASSEMBLY SCREWS f 8X1" PH PHIWP CRS 1'f SW -667 2/VENT LATCH ZINC 12 SW -1820 AS RQD SEAL PILE FELT 13 SW -3257 AS RQD WEATHER STRIP BULB VINYL 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6063 -15 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL 18 SW -013 1 FRAME SILL/3" RISER 6083 -T5 19 SW -40770 1 BOTTOM RAIL/3"RISER 6063 -T5 20 SW -43353 2/VENT LATCH BOTTOM RAIL 6063 -T5 P 1 RENE 1 ACCEPTANCE Na -6 0 21'L . O Z EXPIRATION DA /AI L , BY . PRODUCT • • OL ) ION BUILDING CODE COMP CE OFFICE •t 4 ............... t• LIGHT DUTY TYPICAL ANCHORS SEE ELEVATION FOR SPACING • • -o-LATCH OPTION 3/4' X 3/8' STEEL BAR USED AT HEAVY DUTY WINDOW ONLY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ..— 02 0 BY '� /! PRODU CO 0L DIVISION ?ICE BUILDING CODE COMPLIANCE ACCEPTANCE NO. 04 0 5.0?- 2" SIL LATCH TYPICAL ANCHORS SEE ELEVATION FOR SPACING ANCHORS: INTO 2BY 3/16' OR V O 1/4" TAPCONS WITH 1 1/2" J MIN. PENETRATION INTO W000 INTO 1BY WOOD BUCKS OR INTO MASONRY 3/16' OR 1/4' TAPCONS WITH 1 1/4" MIN. EMBED INTO MASONRY GLAZING METHOD , USE - ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR 1/2" WEEP SLOTS AT EACH END WOOD BUCKS NOT BY SUNSHINE WINDOWS, MUST SUSTAIN LOAU6 IMPOSED BY GIAZINf: SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE 5/8' X 5/8" STEEL BAR USED AT HEAVY DUTY WINDOW ONLY MEDIUM AND HEAVY DUTY 1/2" WEEP SLOTS AT EACH END _ _ J 1 BY OR 2 BY WOOD BUCK LIGHT DUTY MA! 1AL 1.151 (V1'.1( 1Ui ) 2' SILL LATCH 1/2" WEEP SLOTS AT EACH END 3 -2•6" -00 FRANCISCO HERNANDEZ FL PE# 51393 1 BYOR2BY WOOD BUCK MEDIUM AND HEAVY DUTY Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plana Hialeah. Florida 33012 Ph: 000304-9952 R=005)828-5118 Drawn By J N Dort,.: 3 -25 - 99 Saato: 1 /2 " =1 " Revision: Revision: DRAWING NO. SH98 -04 SHEET 3 OF i =MR ?ARTI BDQD. DWTION MATERIAL 3 . S SW -011 2 FRAME JAMB 6063 -T5 SW -012 2 SASH SIDE RAIL 6063 -T5 10 .' SW -8202A 4/VENT FACE GUIDES NYLON 14 SW -1520 AS RQD GLAZING TAPE • FOAM 15 - SW -018 AS RQD GLAZING BEAD 6063 -T5 16 '' SW -540 - 2 SPIRAL BALANCE ALUMINUM 1 . 17 • SW -3082 AS RQD WEATHER S1Ftn' BULB VINYL. 1 BYOR2BY 7-WOOD BUCK BY WINDOW WIDTH HORIZONTAL SECTION PRODUCT RENEWED o 1,- o t(2.0t ACCEPTANCE No. EXPIRATION D / J' n4. 2 7 .1 2 T L* ol T • • • OL IvISION BUILDING CODE COMPLIANCE OFFICE 3/8 MAX. SHIMS MATERIAL LIST (HORIZONTAL SECTION) TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 02 BY PRODU+ CO. ' *L DIVISION , BUILD! CODE COEIPUANCE OFFICE ACCEPTANCE NO °°"" D4o F-- 2.082 -� 1.312 1 FRAME HEAD SW -014 6063 -T5 2.127 o. • 2.750 0.050 0.082 � - 2.078 --I FRAME SILL SW -52101 6063 - T5 1 1.890 0.812 0.082 -� 1.000 l--- SASH BOTTOM t L SW -43355 8083 -T5 2.314 2.000 r 1.250 0.687 F I ..- 0.394 • 0.395 E T . oar GLAZING STOP SW -018 6063 -T5 0.937 I•-° FRAME JAMB SW -011 6063-75 2.077 ---I FRAME SILL SW-013 6063 -75 1.437 1. -1 0.812 114 RAIL SW -015 6063 -T5 0.592 0.050 -4 0.810 1-- SASH SIDE RAIL SW-012 6063-15 1.625 SASH BOTTOM RAIL SW -40770 6063-15 1.875 J- - 1 1.043 1 -- T = SASH TOP RAIL SW -017 6063 -T5 0.078 H 1.625 --.1 1.059 l LATCH BOTTON RAIL SW -43353 6063-75 1.5090 0.812 �-- 0.094 0.050 3.062 SILL RISER SW -40771 • 6063 -T5 3 -25 -00 FRANCISCO HERNANDEZ FL. PEI 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Weak, F1arWa 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 go3 g tImcla i tandaj. 11211 F�1 N �D ITEM PART = RBQD. DESCRIPTION MATERIAL 1 SW -014 ' - 1 FRAME HEAD 6063-15 : I 2 SW52101 1 FRAME SILL 6063 -T5 3 SW -011 2 FRAME JAMB 6063-15 4 SW40111 1 MEETING RAIL 6063-15 5 SW -017 1 SASH TOP RAIL 6063 -15 6 3W43355 1 SASH BOTTOM RAIL 606S-15 7 5W82022 2 M SASH CAM NYLON 8 SW -012 .. 2 SASH SIDE RAIL 6063 -T5 9 _ SW -AS AS RE; ASSEMBLY SCREWS i 8X1' PH PHIWP CRS 10 5W82021 4,/VENT FACE GUIDES NYLON 11 SW4335: 2/VENT LATCH 6063-T5 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 AS RQD WEATHER STRIP BULB VINYL 14 - AS RQD SILICONE DC- 795/SM -5731 15 SW -018 AS RQD GLAZING BEAD 6063 -15 16 SW540 2 SPIRAL BALANCE ALUMINUM WINDOW WIDTH ANCHORS PER HEAD & SILL 19 1/8' 2 26 1/2' 3 50 37' 4 53 1/8' 5 73 3/4' 8 WINDOW HEIGHT ANCHORS PER JAMB 26' • 3 38 3/8' 4 50 5/8' 5 63' 6 73 3/4' 8 • ► • . • • I •• 'VERTICAL SECTION BY PRODU M W N PQ N N LATCH OPRION 'o N ° V z ►� u A4 CO 2 M VS ACT RESISTANT WINDOW 0 8 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE GLAZING: DAT..?vhc 02. 0 GLASS OPTIONS: /L07V _ A) 3/8' OVERALL LAMINATED GLASS USING TWO UGHTS OF 1/8' HEAT STRENTHENED ROL DIVISION LASS WITH TY AN 0.010' INTERLAYER FILM, GLASSLAM SAFE PLUS AND A 3/8' WIDE CLOSED CELL FOAM. LONE RUBBER & GASKET S -10 ON EACH SIDE BUILD' CODE COMPLIANCE OFF CPF FILM AT PERIMETER EDGE. ‘" ACCEPTANCE NO 0 0403•a= . B) 3/8' OVERALL LAMINATED GLASS USING IWO LIGHTS OF 1/8' HEAT STRENTHENED GLASS WITH AN 0.090 INTERLAYER FILM, DUPONT WITH'BUTAUTE. METHOD: INTERIOR GLAZED WITH 3/8' GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND. SCHNEE MOREHEAD 5731 OR DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD FASTENED TO FRAME WITH TWO NO. 8 X 3/4' PHSMS PER BEAD. r 1 L DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TEST UNIT 1 BY OR 2 BY WOOD BUCK WINDOW WITH 3/8 MAX. • P:' 'SHIMS ; 1 • — • . a' • TYPICAL ANCHORS 4 . ANCHORS: INTO 2BY WOOD BUCKS 3/16' TAPCONS WITH 1 INTO 1BY WOOD BUCKS 3/16' TAPCONS WITH 1 • , 11 • 11 11 I1.0ACT GLAgS JL__JL_ 11 11 14' MAXI . II . 11 - IM,r<'ACT ..GLASS II 11 11 1 --� 14' MAX.I •-•- v-4' FALSE MUNTINS (SURFACE APPLIED) I MAY BE USED WINDOW WIDTH ' SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 TEST SIZE= 53 1 /8 DATED 3 (18 OVER 1) TEST LOADS= +135.0 -135.0 PSF DESIGN LOADS= +70.0 -90.0 WATER INFILTRATION TEST= 10.5 PSF TESTED GLASS= 3/8 HEAT STRENTHENED LAMINATED CYCUC WIND LOAD TEST= +90.0 -90.0 PSF I HURRICANE RESISTANT SHUTTERS ARE NOT REQUIRED OR WOOD STUCTURE 1/2' MIN. PENETRATION INTO WOOD. OR INTO MASONRY 1/4' MIN. EMBEDMENT INTO MASONRY. 2 -2 6- Oa FRANCISCO HERNANDEZ FL PEf 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploy Halm*, Florlda 33012 Ph: 305364 -9952 Fax: (305)828-5118 4, GLASS TECH ENGINEERING INC. 8469 N.W. 70TH STREET, MIAMI, FL 33166 Calculations for BARRY UNIVERSITY, RESIDENCE 2 140 NW 115 STREET, MIAMI SHORES, FLORIDA Prepared by XCEL ENGINEERING CORP. 7785 NW 56 STREET, MIAMI, FL 33166 PHONE (305) 772 -5023, FAX (305) 675 -2255 C.A.N. 9324 April 2, 2005 SIFANG ZHAO, P.E. FL. #50685 Xcel Engineering Corp. DESIGN CRITERIA: FLORIDA BUILDING CODE 2001 EDITION AND WIND LOAD ALSO AS PER SPECIFICATION ASCE7 -98 MEAN ROOF HEIGHT = 46.33 FT MAX. DEFLECTION: L/180 MATERIALS: ALUMINUM: 6063 -T5, ALLOWABLE BENDING STRESS Fb = 12667 psi DOOR DETAIL INFORMATION SEE ATTACHED DADE COUNTY PRODUCT APPROVAL ANCHORS: SEE SHOPDRAWINGS FOR MORE DETAIL ALLOWABLE LOAD AS PER DADE COUNTY PRODUCT APPROVAL ELEVATION TRIBUTARY ZONE GCp COEFFICIENTS GCPi DESIGN PRESSURE AREA A (ft�) COEFFICIENT Pd = qh (GCp -GCPi) (PSF) 4 +.95 -1.05 +1 -0.180 +66.1 -72.0 W1 20.3 5 + .95 - 1.29 +1- 0.180 + 66.1 - 86.4 Xcel Engineering Corp. WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER ASCE 7 -98 SPECIFICATION DESIGN WIND PRESSURES ON COMPONENTS AND CLADDING ELEMENTS OF LOW -RISE BUILDING AND BUILDINGS WITH h <= 60 FT BASIC WIND SPEED V = ROOF PITCH 146 MPH (3 SECOND GUST) DADE COUNTY 10 BUILDING MEAN ROOF HT. = 46.33 FT EXPOSURE CATEGORY: C Kh = 1.08 Kzt = 1.00 Kd = 1.00 IMPORTANCE FACTOR I = 1.00 VELOCITY PRESSURE qh = 0.00256 Kh K Ke V I = 58.74 PSF 2 100 ( 1 ) REQ'D. (1) REQ'D. SERIES 3000 MEDIUM STILE ALUMINUM STOREFRONT -DOOR IMPACT BT ARCH ALUMINUM. ( N.O.A. 0I- 0gi9.02 ) fd' f7i•o Psf (54eeF -4, e 4-) kaard lel IP Pak L un7N Produl /',rat .°01-01I902- 5erie5 3O D h1eI ► $' /e A''/am u z 5j"'eon# ' hrr by Nal kfuM 1 4105 60,0 1 4e1). ,z /ad / /.ko6 Sled /e L - 9 5 -.6 _�o P f 7 -?Z.d psi ak . S41 MIAMIDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Arch Aluminum & Glass Company 10200 N.W. 67th Street Tamarac ,FL 33321 Your application for Notice of Acceptance (NOA) of: Series 3000 Medium Stile Aluminum Storefront Door - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. • The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0919.02 EXPIRES: 12/06t2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 12/06/2001 \\s0450001 \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.cam MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Arch Aluminum & Glass L.C. ACCEPTANCE No.: 01- 0919.02 APPROVED December 06, 2001 EXPIRES : December 06, 2006 NOTICE OF ACCEPTANCE: SPELD IC CONDITIONS 1... SCOPE 1.1 This revises & renews the Notice of Acceptance No. 97- 0529.05, which was issued on October 22, 1999. It approves an aluminum outswing storefront door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. • 2. PRODUCT DESCRIPTION 2.1 The Series Medium Stile Aluminum Storefront Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -73, titled "Medium Stile Impact Alum.. Entrance Door" Sheets 1 through 6 of 6 dated 09/11/98 and last. revised on 11- 07-01, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non-habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The aluminum storefront doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. L�kaµ�� I Ska1 Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 2 Arch Aluminum & Glass LC. ACCEPTANCE No.: 01- 0919.02 APPROVED : December 06, 2001 EXPIRES : December 06, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1.: Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d)' The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done hi its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. 1444 \ . 0.aN4e Ishaq I. Cda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 Arch Aluminum & Glass L.C. ACCEPTANCE No.: 01- 0919.02 APPROVED : December 06, 2001 EXPIRES : December 06, 2006 B. TESTS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W98 -73, titled "Medium Stile Impact Alum. Entrance Door" Sheets 1 through 6 of 6 dated 09/11/98 and last revised on 11- 07 -01, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 1. Test reports on 1) Air infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. 4) Large Missile Impact Test, SFBC PA 201 -94 5) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of an aluminum out - swinging impact entrance door with transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No.1411-3100 (01087) and FTL3099 (01087) both dated July 17, 2001, signed and sealed by Luis Figueredo, P.E. 2. Test reports (Transferred from file #97- 0529.05) Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. 4) Large Missile Impact Test, SFBC PA 201 -94 5) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of an aluminum out - swinging impact entrance door with fixed light prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1577, dated 02/07/97, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor Verification Calculations and structural analysis dated 9 -8 -01, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. 2. Additional calculation dated 11- 12 -01, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. 3. Anchor Calculations and structural analysis, prepared by AI- Farooq Corp.,dated 9/10/98, signed and sealed by Humayoun Farooq, P.E. (Transferred from file #97- 0529.05) Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division E-1 Arch Aluminum & Glass L.C. ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: EVIDENCE SUB1VIITTED (For File ONLY. Not part of NOA.) 01- 0919.02 December 06, 2001 December 06, 2006 D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to solutia for "Saflex/Keepsafe maximum ", expiring on 05/21/2006. 2. Notice of Acceptance No. 95- 0626.01 issued to Monsanto for "Safely PVB laminate" dated 01/11/96, expiring on 01/11/99.(file# 97- 0529.05) 3. Tensile Test prepared by ATC Associates, Inc., Project No. 13974.0001, dated December 10, 1997, for steel samples, tested per ASTM E8 -93a, signed and sealed by Peter Read, P.E. E. STATEMENTS 1. Statement letter of conformance and "No financial interest to test lab ", dated 09 -17 -2001, signed by Dr. Humoun. Farooq, P.E. 2. Statement letter of compliance dated November 06, 2001, issued by Fenestration testing laboratory. 3. Statement letter of conformance, dated September 16, 1998, signed by Dr. H. Farooq, P.E. 4. Statement letter of no financial interest, dated September 16, 1998, signed by Dr. H. Farooq, P.E.(from file# 97- 0529.05) F. OTHER 1. This NOA revises & renews Notice of Acceptance No. 97- 0529.05, which has expired on 10 - 22 - 2001. ,ton 1. L.At a v,1.4 Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division E -2 MAX. DFNION LOADS - PSF (X- =BB) W D: DR.(+) NT.( 38 -1/2 7/O 80.0 80.0 44 -1/2 WRH CLOSERS STANDARD 87.0 87.0 38 -1/2' 8/0 B0.0 80.0 44 -1/2' 76.3 78.3 DV1D3At3. DOOR mono 7/0 DOOR 8T. 8/0 DOOR 8T. WITH CONCEALED 85 -3/4 97 -3/4 C WRH CLOSERS STANDARD 88 -1/4 87 -1/4' 74 1/2' MAX FRAME WIDTH ( O /XX ) (XX ) MAX. DESIGN LOADS = + 80.0 PSF - 80.0 PSF (APPLICABLE TO DOUBLE LEAF DOORS) WHEN WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE SEE DETAIL '0' FOR ANCHOR (APPLICABLE TO SINGLE LEAF DOORS) WHEN WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE APPROVED CONFIGURATION$ UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN NON - HABITABLE AREAS WHERE UNIT AND AREA IS DESIGNED TO ACCEPT WATER INFILTRATION. ADDMONAL ANCHOR FOR INSTALLATIONS INTO WOOD STRUCTURE OR THRU WOOD BUCKS ON DOUBLE DOORS WITH TRANSOM ONLY PRODUCT RENEE Accummme to O t' lItla rIDNDATE ece s ` b b It r LOCK OPTIONS; SINGLE TB41 DOORS; ALL SINGLE LEAF DOORS TO BE FIIIGU WITH 3 POINT LOCK DOIIBLE LEAP DOORS; ACTIVE LEAF: THREE POINT LOCK SYSTEM WITH 8 PLY HOOK LOCK BOLT ADAMS RITE NO. 4015 & 4018, KEY OPERATED ON EXTERIOR AND THUMB -TURN ON INTERIOR, LOCATED AT 34 FROM BOTTOM OF PANEL INACTIVE LEAF; TWO POINT LOCK JTS I t.M ADAMS RITE N0. 1880 WITH THUMB TURN ON THE INTERIOR. LOCATED AT 34 FROM BOTTOM OF PANEL .d.QI 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3 ANCHOR SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING' OR STUCCO. A AU. STEEL N CONTACT WITH ALUMINUM TO BE PLATED .DR PAINTED. 5 1/2' MAX 0 0 0 ■ FRAME WIDTH 70 1/2' 74 1/2' D.L OPG. 1 8' MAX ,P110N:: OPTIONAL / 26 5 /16' 28 5/18' D.L. OPG. D.L OPG. 36' 38' LEAF WIDTH LEAF WIDTH TYPICAL ELEVATION ( O/XX ) TESTED UNIT B 1/4' MAX THIS PRODUCT RATED FOR LARGE MISSILE IMPACT SHUTTERS NOT REQUIRED 1 l A S 6 4 1 " 0< i°" droving no. W98 -73 41 1 (sheet 1 of 6 SADDLE THRESHOLD TYPICAL ANCHORS TYPICAL ANCHORS OVERHEAD CONCEALED CLOSER OPTIONAL BUMPER THRESHOLD TYPICAL ANCHORS WOOD BUCKS NOT BY ARCH ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING A. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1/4° DIA TAPCONS WITH 1 -1/2° MIN. WOOD PENETRATION B. THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1/4 DIA. TAPCONS WITH 1 -1/4° MIN. EMBED INTO MASONRY C. INTO METAL STRUCTURES (alttL OR ALUMINUM 1/8 MIN. THICKNESS) 1/4° 01k TEKS OR SELF DRIWNG SCREWS MF UM& FRAME AND PANEL CORNERS, INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS SEALED WITH ALUMINUM COLORED SEALANT 'DOW CORNING 995.' TRANSOM HEAD /SILL, DOOR I FAF GLAZING DETAILS NOV 1 2 2001 drawing no. W98 -73 sheet 2 of B FOR CONCEALED OVERHEAD DOOR CLOSER TYPICAL ANCHORS CLUSTER OF 3 AT MTG. STILE 2 -1/2' D.C. TYPICAL ANCHORS CLUSTER OF 3 AT NTG. - .STILE 2-1/2' ac TYPICAL ANCHORS III TO METAL STRUC. WOOD BUCKS NOT BY ARCH ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. NOV 1 2 2001 droving no. W98 -73 x$ C 0 (shoat 3 of B 612 -24 X 3/4 FM AT 4• FROM CORNERS AND 12' a,C. NAX. SPACIIG drawing no. W98 -73 1 1" X 1' X 1/8' ALUM ANGLE. 3-7/8 LONG IP■•• 3 10-24 X 3/4 CUTTING MS FRAME CORNER FRAME CORNER `1 V 1 5/8 FIAT HEAD CUTTING SCREWS fi x t //2 CUTTING MS THRESHOLD CORNER —# 14 X 1 -1/2' MS 2 X 2 X 1/8" ALUM ANGLE, 7/8° LONG _ io-z4 x t z• G Ms 1 / v Si OFFSET PIVOT HINGES OFFSET CAST ALUMINUM PIVOT HINGES INTERNATIONAL # OP -160 (AT EACH END) INTERMEDIATE CAST ALUMINUM HINGES # IP -1900 (AT MIDSPAN OF EACH LEAF) DOOR LEAF CORNER Q 12 FH SELF TAPPING SCREWS 4 4 PER HALF HINGE OPTIONS: 4-1/2 BRASS BUTT HINGES HAGER # 23439 7° FROM TOP CORNER 12 FROM BOTTOM CORNER ONE AT MIDSPAN PRODUCT RENEWED Aczarr ..Oi'o41!1 G2 g xenta rkIDATE 'mss,,, ° 6 1 By Is l •LI,4Kd - bD1 u;Vrat o 6111911+13o # 12 FH SELF TAPPING CONCFAIFD ALUM ROTON HINGE CONTINUOUS ALUMINUM ROTTON HINGE HAGER # 780 -112 FASTENED TO FRAME JAMB AND TO JAMB STILE WITH (27) TOTAL SCREWS ON 8/0 DOORS WITH (25) TOTAL SCREWS ON 6/8 & 7/0 DOORSS Engr STRUCTURES FAROOq FLA PE ; 18687 NOV 12 2001 #H SELF TAPPING SCREWS RP m 1 II drawing no. W98 -73 sheet 5 of 6 co grth A c idd 2.000 4.500 .250 -a 00 TRANSOM HEAD & SILL .906 2.045 3.838 SHEAR BLOCK 1 13 GLASS STOP FIXED UTE 1.780 .741 DOOR STOP TOP RAIL BUMPER THRESHOLD .057 .127 1.250 ® HEADER TUBE .11 I 8 I J 1.000 4.500 DOOR FRAME & TRANSOM JAMB 1.500 2.000 .082 GLASS STOP FIXED UTE DOOR STOP .188 4.000 .250 .844 7.125 004 .125 © SADDLE THRESHOLD INACTIVE STILE .070 1.237 II II 1.020 -. 0 EXT. GLASS STOP INT. GLASS STOP 1.515 .125 1 ITEM 2 3 5 6 7A 8 8A 9 10 11 12 13 13A 14 1 16 17 18 19 20 21 22 23 24 28 28 27 28 29 30 31 32 PART # AGA 8 3008 3005 V2104 995 1040 AOP154 AG4-05 3001 1012 H-65 H -63 3004 '12100 3003 3008 V2104 AGA152 3008 0-12 H -82C 3001 TR36 AGA73 ADA150 AOA188 S-PILE IH-15 780 -054 H -28 H14 20054 1081 A-R800 READ. 1/ LEAP 4/ LEAF 4/ LEAF AS REED. AS RECD. 1 3 3 1 1/ DOOR STOP 4/ FIXED UTE 1 /FRAME CORNER AS REED. AS REED. AS REED. AS RECD. 1/ LEAF AS RECD. AS RE00. AS RECD. AS REED. 2/ LEAF 1/ LEAF 1/ ACTIVE LEAF 1/ INACTIVE LEAF As RECO. 3/ LEAF 1/ LEAF 1/ LEAF 1/ LEAF AS RECD. DESCRIPTION TOP RAIL EXTERIOR GLASS STOP DOERI0R GLASS STOP TAPE (1/2" X 1/8') SEALANT(BETWEEN GLAZING BEAD & GL) SADDLE THRESHOLD DOOR STOP DOOR STOP TRANSOM SILL HEADER TUBE (CONCEALED CLOSERS) BULB WEATHERSTRIPPING WEDGE -IN GASKET SHEAR BLOCK TAPE (3/8' X 1/47 FOOD UTE GLASS STOP FIXED LITE GLASS STOP TAPE (1/2" x 1/8') BOTTOM RAN. GLAZING ADAPTER (TRANSOM) # 10 X 3/4' FLAT HEAD SCREWS SETTING BLOCK TRANSOM HEAD 3/8' THREADED ROD WITH NUT HINGE SIRE ACTIVE STILE INACTIVE STILE PILE IYS1RIPPILG (.155W X .380H) 4-1/2' X 4 BUTT H0408 R0T0N HINGE TOP & BOTTOM OFFSET PIVOT SET INTERM. OFFSET PIVOT 4' BUMPER THRESHOLD BULB WEATHERSTRIPPING PUSH BAR AT 42 -1/2' FROM BOTTOM PULL HANDLE O 42 1/2' FROM BOTTOM # 10 X 1 -3/4' FTAT HEAD SCREWS 2 TRANSOM JAMB & DOOR FRAME MATERIAL e0ft3 —T8 6083 -T8 8083 -76 SILICONE 6093 -T8 8063 -75 60063 -78 8083 -78 6083 -78 NEOPRENE NEOPRENE 6083 -75 6063 -76 6063 -78 6063 -T8 6083 -78 NEOPRENE 8063 -76 6063 -73 8083 -18 8083 -75 BRASS ALUMINUM 6083 -78 VINYL 6083 -75 6063 -78 MANF. /SUPPLIER /P.EMABES ARCH ALUM ARCH ALUM ARCH ALUM NORTON DOW CORNING ARCH ALUM ARCH ALUM ARCH ALUM ARCH ALUM ARCH ALUM NORTON UNNERSAL RUBBER ARCH ALUM NORTON ARCH W UM ARCH ALUM NORTON ARCH ALUM ARCH ALUM 3' FROM CORNERS & 10' 0.C. UNIVERSAL RUBBER ARCH ALUM ARCH ALUM ARCH ALUM ARCH AWM ARCH AWM SCHLEGEL HAGER HAGER LCN INTL. 000RCLOSURE CO. P0540 • PEMKO ALUMINUM SHAPES INC. ARCH ALUM 3' FROM CORNERS & 24' 0.0. 6083 -T6 ARCH ALUM IMODUCT RENEWED By tS(ta ,. L4a�Rr1. IBUELD1N4GODDS drawing no. W98 -73 heat 6 of IQ_ PRODUCT CONTROL NOTICE OF ACCEPTANCE Arch Aluminum & Glass Company 10200 N.W. 67th Street Tamarac ,FL 33321 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-2908 PR6DUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series 4500 Flush Glazed Aluminum Storefront System with & without Reinforcement under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. NIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 3752558 ACCEPTANCE NO.: 00- 1220.05 EXPIRES: 03/19/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEF ADDITIONAL PAGES FOR SPECIFIC AND GENERAL. CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 04 /12/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11 4450001 1pc2000\ltemplateslnotice acceptance cover page.dot Internet mail address: postmaster @bufldingeodeonline.com te Homepage: httpi /www.bnildingcodeonline.com Arch Aluminum & Glass Company ACCEPTANCE No.: 00- 1220.05 APPROVED APR -1 2 2no1 EXPIRES March 19, 2006 NOTICE OF ACCEPTANCE: SPECII+I.0 CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 97- 0423.05, which was issued on March 19, 1998. It approves an aluminum flush glazed storefront system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 4500 Flush Glazed Aluminum Storefront System with and without reinforcement and its components shall be constructed in strict compliance with the following documents: Drawing No 00 -13 titled "Series 4500 Alum. Flush Glaze Storefront Sys." Sheets 1 through 8 of 8 dated 07/06/00, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to multiple unit applications of an aluminum storefront system. 3.2 For the Design Pressure Rating vs. mullion height (span) and mullion spacing (tributary width); with and without reinforcement, and with and without intermediate horizontals, see graphs on sheets 4 and 5 of approved drawing. 3.3 For the Design Pressure Rating vs. anchors type and quantity, see graphs on sheets 6 and 7 of approved drawing. 4. INSTALLATION 4.1 The aluminum storefront system and its components shall be installed in strict compliance with the approved drawings 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 U�1, Manu Perez, P.E. Product Co Produ ' ontrol Division Arch Aluminum & Glass Company ACCEPTANCE No.: 00- 1220.05 3 APPROVED : APR 1 2 2001 EXPIRES : March 19, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be-considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently 1: eled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCE AN Mann P e z, P.E., Product Produ Control Division : ,u, s 1 Examiner Arch Aluminum & Glass Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 00 -13 titled "Series 4500 Alum. Flush Glaze Storefront Sys." Sheets 1 through 8 of 8 dated 07/06/00, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS (Submitted under previous approval # 97- 0423.05) 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum storefront system prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1548, dated January 15, 1997, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS: 1. Mullion calculations and structural analysis, prepared by Al- Farooq Corporation, dated Nov. 16, 2000, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous approval # 97- 0423.05) 2. Anchor Calculations and Structural Analysis, prepared by Arthur Bromley,P.E., Inc. dated 05/20/97, and 05/22/97, signed and sealed by. William D. Cook, P.E D. MATERIAL CERTIFICATIONS 1. None. E -1 ACCEPTANCE No.: 00- 1220.05 APPROVED APR 1 2 2001 EXPIRES March 19, 2006 E. STATEMENTS 1. Statement letter of conformance, dated December 19, 2000, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated December 19, 2000, signed and sealed by Humayoun Farooq, P.E. F. 01 HER 1. This approval renews and revises Notice of Acceptance No. 97- 0423.05, issued to Arch Aluminum & Glass Company for their Series 4500 Aluminum Flush Glazed Storefront System, approved on 03/19/98 and expiring on 03/19/01. Manu Perez, P.E. Product Co Produ ontrol Division Examiner SERIES 4500 ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM 4' MAX TIP. HEAD/SIU. CORNER DOORS: IJJflQNS: ANCHORS; SEE SHEETS e & 7 TO DETERMINE THE CAPACITY OF ANCHOR OPTIONS. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED OUTSWING ENTRANCE DOORS. SEE SHEETS 4 AND 5 TO DETERMINE DESIGN LOAD CAPACITY OF MUWONS FOR VARIOUS CONFIGURATIONS AND REINFORCEMENT. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. NOTES: 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1984 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. B. WOOD BUCKS BY OTHERS. MIST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS LUSTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4 AU, STEEL IN CONTACT WITH ALUMINUM TO BE PANTED OR PLATED. 18' MAX TIP. AT HEAD /SILL 2 1/2' D.L OPG. MAX MULLION SPACING SEE SH154 &8 TYPICAL ELEVATION i THIS SYSTEM IS NOT RATED FOR IMPACT. MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED. Engr: DR. HUMAYOUN FARODQ FLA. // 18551 �Tb 0000 D.L OPG. ONE DR TNO ANCHOR ' AT EACH SIDE OF MULL SEE SHEETS 8 OR 7 FOR CAPACITY O O 1 J APPROVED AS COMPLYING WITH THE RUTH FO NA OADA OL SIO ACCFPT P BUILDING DE CO fj 1 I NC 0, dS (sheet 'l of/L: )' i drawing no. 00 -13 ■ 8 1/4" GLASS • 1 1 1 — i SERIES 4500 ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM 4' MAX TIP. HEAD/SIU. CORNER DOORS: IJJflQNS: ANCHORS; SEE SHEETS e & 7 TO DETERMINE THE CAPACITY OF ANCHOR OPTIONS. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED OUTSWING ENTRANCE DOORS. SEE SHEETS 4 AND 5 TO DETERMINE DESIGN LOAD CAPACITY OF MUWONS FOR VARIOUS CONFIGURATIONS AND REINFORCEMENT. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. NOTES: 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1984 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. B. WOOD BUCKS BY OTHERS. MIST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS LUSTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4 AU, STEEL IN CONTACT WITH ALUMINUM TO BE PANTED OR PLATED. 18' MAX TIP. AT HEAD /SILL 2 1/2' D.L OPG. MAX MULLION SPACING SEE SH154 &8 TYPICAL ELEVATION i THIS SYSTEM IS NOT RATED FOR IMPACT. MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED. Engr: DR. HUMAYOUN FARODQ FLA. // 18551 �Tb 0000 D.L OPG. ONE DR TNO ANCHOR ' AT EACH SIDE OF MULL SEE SHEETS 8 OR 7 FOR CAPACITY O O 1 J APPROVED AS COMPLYING WITH THE RUTH FO NA OADA OL SIO ACCFPT P BUILDING DE CO fj 1 I NC 0, dS (sheet 'l of/L: )' i drawing no. 00 -13 SEE ELEV. FOR SPACING :vs •.• : oTYPICAL ANCigOR4' SEE ELEV. FOR SPACING 1BY OR 20Y WOOD BUCKS WOOD BUCKS AND METAL STRUCTURES NOT BY ARCH. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING. STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING ANCHOR 'A' INTO 2BY WOOD BUCKS OR WOOD STRUCTURE # 1/4° TAPCONS WITH 1 -1/2° MIN. PENETRATION INTO WOOD ANCHOR 'B' THRU WOOD BUCKS INTO MASONRY 1/4' TAPCONS (ELCO OR EQUIV.) WITH 1 -1/4 MIN. EMBED INTO MASONRY ANCHOR 'C' DIRECTLY INTO MASONRY 1/4 TAPCONS (ELCO OR EQUIV.) WITH 1 -1/4' MIN. EMBED INTO MASONRY ANCHOR 'C' INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8 MIN. THICKNESS) # 14 SMS OR 1/4 SELF DRIWNG SCREWS STEEL : Fy ■ 38 KSI MIN. ALUMINUM : 8083 -T5 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SEALANTS; GLAZING BEAD TO FRAME, MUWON AND FRAME SEAMS AND ALL FRAME CORNERS SEALED WITH CLEAR /ALUM COLORED SILICONE 'SCHNEE MOREHEAD 5504'. g g ALT. , 9•4 do.a 4 ' • .' YPICAJ. ANCHORSV SEE ELEV. FOR SPACING ITEM NO. 4 a 6 7 a 10 11 12 PART NUMBER 4801 4502 4504 4503 4500 4007 4008 H-63 H -82 ,8 X 1 -1/4' 9UANI•ITY AS REOD. AS RECD. AS READ. AS RECD. AS RECO. AS REOD. OPTIONAL AS RECD. AS REOD. AS REOD. 2/ CORNER DESCRIPTION FRAME HEAD FRAME HORIZONTAL/SILL FRAME HORIZONTAL 01-A2010 STOP FRAME JAMB /MULLION POCKET FILLER SILL FLASHING SNAP IN COVER, 2 -1/2' LONG G1AZI(G GASKET SERBIG 81OCK AT 1/4' POINTS ASSEMBLY SCRLWS PHSMS MATS IAL 8083 -1B 8083 -T8 8083 -T8 8083 -28 6083 -T8 8083 -T9 8063 -T9 • 6063 -T8 NEOPRENE NEOPRENE STEEL MANP. /SDPPIJER /W48RRS ARCH ALUM & OLASS CO. ARCH ALUM & GLASS 00. ARCH ALUM & GLASS CO. ARCH ALUM & CLASS CO. ARCH ALUM & OLASA CO. ARCH AUTM & WJSS CO. ARCH ALUM & GLASS CO. MOH AUaI & TEAS CO. ARCH ALUM & GLASS CO. 1/4' 1/2' X 2' LONG APPROVED AS COMPLYING VdTH THE SOUTH •: wIBDINQCODE DATE ' ilc I I BY „/ NIROL DM BUILDING CODE COMPLMANCE OFRCE ACCEPTANCE NO. 60' /220.6S X drawing no. 00 -13 sheet 2 of 8 STEEL REINFORCING SEE CHARTS ON SHEETS 8 & 8 �rga. s OU �FAk00q , FL , PE r 16557 /'�N 2044 STEEL. REINFORCING SEE OPTIONAL CHARTS ON SHEETS 8 & 8 11 SEE DOOR NOA FOR DOOR RATING & DETAILS. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA 131BI.OING CODE BY .4.448Ao PRODU LOM&ONt� BUU.OM000DB GO , �M J p� ACCEPTANCE ra 0 U �* 4 X tD z 2a z U q 1 drawing no. 00 •13 (sheet 3 o 8 1 ►\\\i\\ NUM "„'M,MMEM IRIMMEMEW . MIMMOMEM ME ,,,,M„`' MEMMMEMME M„N,,'E' 11, MMONNIMEM ■■■ .,M, VT 69S 0 _=' VIIIIIIIIIIIPIIII ,,,,.,,■■ III II MIMEO MU NM L 99 0 ==r_mi KONSEMEntili 11111ERMISIIIIME NO HORIZONTAL8 ARCM . .... .... .... .... .... ..�, .... a MULLION LOAD CHARTS FOR MULLS WITHOUT INTERMEDIATE HORIZONTAT4 26 30 36 40 46 60 66 60 66 70 76 TRIBUTARY WIOTH - IN. ti , m G as J as L ED Ht TM t • .o La 26 30 36 40 46 60 66 60 66 70 76 TRIBUTARY WIDTH - IN. W1 W2 wi o I w2 Wt I W2 w i rs 0 Ewr. DH. FIINAYOUN FARODQ STRUCTURES FTA. PE # 1620 a TRIBUTARY WIDTH W1 + W2 2 TRIBUTARY WIDTH m Wt + W2 V) 2 TRIBUTARY WIDTH 2 WI + W2 2 TRIBUTARY WIDTH e E + APPROVE r D A COMPLYING WITH 'THE SOUTH Pri'K mar a PROD NTROLD MON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NODS' O . OS drawing no. 00-13 4600 MULLION NO STEEL ND HORIZONTALS ARC1T . 11, VT 69S 0 VIIIIIIIIIIIPIIII ,,,,.,,■■ III MIMEO MU L 99 0 EINESCIRSIIIIIM KONSEMEntili 11111ERMISIIIIME a MULLION LOAD CHARTS FOR MULLS WITHOUT INTERMEDIATE HORIZONTAT4 26 30 36 40 46 60 66 60 66 70 76 TRIBUTARY WIOTH - IN. ti , m G as J as L ED Ht TM t • .o La 26 30 36 40 46 60 66 60 66 70 76 TRIBUTARY WIDTH - IN. W1 W2 wi o I w2 Wt I W2 w i rs 0 Ewr. DH. FIINAYOUN FARODQ STRUCTURES FTA. PE # 1620 a TRIBUTARY WIDTH W1 + W2 2 TRIBUTARY WIDTH m Wt + W2 V) 2 TRIBUTARY WIDTH 2 WI + W2 2 TRIBUTARY WIDTH e E + APPROVE r D A COMPLYING WITH 'THE SOUTH Pri'K mar a PROD NTROLD MON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NODS' O . OS drawing no. 00-13 30 40 50 60 70 B6 90 168 110 128 130 14B 1F. 4E00 MULLION WITH STEEL WITH HORIZONTALS ARD2R IIMBLOM ■■ „0111S,,, ■■ .■■■■■ERN. IMPAVIIMENIEN ILL OAK Ittk Min -` KINIM..,.NI WANE Mrin 78" �� tt FAN ANIIMESI W 'o To 41 I v �� ovH - TI 6 MULLION SPAN ) R1 01 6+ m J m J PI 61 01 to N DESIGN LOAD - PSF 30 40 50 60 70 BB 90 16H 110 12B 130 14B 150 . m "ri„ riorm",' ono= warm= ,i Mrit■ rfr 14 0011 03 N cimc i r r N H O 0 y i Z t 511 ix m N 2 3 SERIES 4500 ALUM FLUSH GLAZE STOREFRONT SYS. ARCH ALUMINUM & GLASS CO. 10200 NORTHWEST 67TH STREET TAMARAC, FL 33321 TEL (BOO) 432 - 8132 FAX. (9,54) • 724 - 9293 DESIGN LOAD - PSF N + 3 N + '11 0 N O AL— FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI. FLORIDA 33174 1411. (305) 264 - 8100 FAX. (305) 262 - 8978 . ..... STORE \00- 134AC =+ N ANCHORS 1 TYPE C1 ANCC1 ANCHOR AT EACH SIDE DF MULLS .a m m \ ,, INV..' \ SPAP 9 0 1:665.21.N_ 1 3 0 ,p ` \`, ira-...mq ULL SPAN M r64 10 144 " ar _ ■IMI Illr . \",...... \`\",'O•.. MOW44 ANCHORS TYPE A ANCHORS TYPE Al ANCA1 1 ANCHOR AT EACH SIDE OF MULLS drawing no. G0 -13 .y LL u , 26 30 40 46 60 66 60 TRIBUTARY WIDTH - IN. 4. • a • 4 °: •47 , a. a 0 J O SHEAR PLATE 2-1/2" LONG AT ANCHOR LOCATIONS 70 70 26 30 20 40 46 60 66 60 66 70 70 TRIBUTARY WIDTH - IN. ANCHORS TYPE 8 V. 0 -J L9 O ANCHORS TYPE C 26 30 36 40 46 60 G6 60 66 70 76 TRIBUTARY WIDTH - IN. METAL STRUCTURE 1/8 MIN. THICKNESS ANCHOR 'A g ANCHOR '8' i t ANCNQR 'C' it ANCHOR 'C' II INTO 28Y WOOD BUCKS OR WOOD STRUCTURE THRU WOOD BUCKS INTO MASONRY DIRECTLY INTO MASONRY INTO METAL STRUCTURES 1/4 TAPCONS (ELCO OR EQUN.) 1/4 TAPCONS (ELCO OR EQUIV.) 1/4 TAPCONS (ELCO OR EQUN.) # 14 SMS OR 1/4" SELF DRIWNG SCREWS WITH 1 -1/2 MIN. PENETRATION INTO WOOD WITH 1 -1/4 MIN. EMBED INTO MASONRY WITH 1 -1/4 MIN. EMBED INTO MASONRY STEEL : FY= 38 KSI MIN. ALUMINUM : 6083 -T5 MIN. ABOVE GRAPHS ARE FOR ONE ANCHOR AT EACH SIDE OF MUWONS AN) A TYPICAL. SPACING OF 18" O.C, TRIBUTARY WIDTH = W9 2 W2 (SEE DIAGRAMS ON SHEETS 4 & s FOR MORE OPTIONS) Enen 0R. HUMAYOUN FAR= TORUCTURES FLA. APPROVED AS COMPLYING WRNTHE SOUTH DA k' 1 i0 y y •• '+. L H - r .. e SUIDWG c0DeCOMPUANSBOFROB ACCEPTANCE NO 00 "/ 22 0.136 " . a 8 (eheet6of B) ANCHORS TYPE B1 ANCB1 1 ANCHOR AT EACH SIDE OF MULLS -I IL. INV..' 1 3 0 ,p ` \`, e ULL SPAN M r64 10 144 " Ut9 _ \",...... \`\",'O•.. MOW44 ANCHORS TYPE A ANCHORS TYPE Al ANCA1 1 ANCHOR AT EACH SIDE OF MULLS drawing no. G0 -13 .y LL u , 26 30 40 46 60 66 60 TRIBUTARY WIDTH - IN. 4. • a • 4 °: •47 , a. a 0 J O SHEAR PLATE 2-1/2" LONG AT ANCHOR LOCATIONS 70 70 26 30 20 40 46 60 66 60 66 70 70 TRIBUTARY WIDTH - IN. ANCHORS TYPE 8 V. 0 -J L9 O ANCHORS TYPE C 26 30 36 40 46 60 G6 60 66 70 76 TRIBUTARY WIDTH - IN. METAL STRUCTURE 1/8 MIN. THICKNESS ANCHOR 'A g ANCHOR '8' i t ANCNQR 'C' it ANCHOR 'C' II INTO 28Y WOOD BUCKS OR WOOD STRUCTURE THRU WOOD BUCKS INTO MASONRY DIRECTLY INTO MASONRY INTO METAL STRUCTURES 1/4 TAPCONS (ELCO OR EQUN.) 1/4 TAPCONS (ELCO OR EQUIV.) 1/4 TAPCONS (ELCO OR EQUN.) # 14 SMS OR 1/4" SELF DRIWNG SCREWS WITH 1 -1/2 MIN. PENETRATION INTO WOOD WITH 1 -1/4 MIN. EMBED INTO MASONRY WITH 1 -1/4 MIN. EMBED INTO MASONRY STEEL : FY= 38 KSI MIN. ALUMINUM : 6083 -T5 MIN. ABOVE GRAPHS ARE FOR ONE ANCHOR AT EACH SIDE OF MUWONS AN) A TYPICAL. SPACING OF 18" O.C, TRIBUTARY WIDTH = W9 2 W2 (SEE DIAGRAMS ON SHEETS 4 & s FOR MORE OPTIONS) Enen 0R. HUMAYOUN FAR= TORUCTURES FLA. APPROVED AS COMPLYING WRNTHE SOUTH DA k' 1 i0 y y •• '+. L H - r .. e SUIDWG c0DeCOMPUANSBOFROB ACCEPTANCE NO 00 "/ 22 0.136 " . a 8 (eheet6of B) ' 1\31111111111 \ . B VE„MI'■i I a Es OH 214 ri • 09 11 d .\`,,11,'. \"„"1111. `"1110 • . 116154151 1 "",0111'. ANCHORS 2 ANCHORS ISSERVII1 TYPE AT 02 EACH SIDE OF ANCO2 MULLS 115'162 MEE II - - ... .. ANCHORS TYPE C2 ANCC2 2 2 ANCHORS AT EACH SIDE OF MULLS .. 11,.11 .,. , .. ,,. ,. .,. ' 1\31111111111 \ . B VE„MI'■i I a Es OH 214 ri • 09 11 d .\`,,11,'. INIMENAIE • . 116154151 ANCHORS 2 ANCHORS TYPE AT 02 EACH SIDE OF ANCO2 MULLS ANCHORS TYPE A NONEMMIll "„',1. atetill I � Mbleal m MIRMS1111, ANCHORS TYPE A2 ANCA2 Is' 2 ANCHORS AT EACH SIDE OF MULLS 26 30 36 40 46 60 66 60 66 70 76 TRIBUTARY WIDTH - IN. • • d ° • •d. 9. • 4 • d ; • d ; . J4� 11 eT / . C ANCHOR 'A' II INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1/4 TAPCONS (ELCO OR EQUIV.) WITH 1 -1/2` MIN. PENETRATION INTO WOOD reo VS PLATE 2 2 1/2 LONG AT ANCHOR LOCATIONS TT?• a r41tti`�ii S.Y 'TRIBUTARY WIDTH a 0 2 l7 0 26 30 36 40 46 60 66 60 66 70 76 TRIBUTARY WIDTH - IN. ANCHOR 'B' THRU WOOD BUCKS INTO MASONRY 1 /4` TAPCONS (ELCO OR EQUIV.) WITH 1 -1/4° MIN. EMBED INTO MASONRY W1 + W2 2 ANCHORS TYPE S 4 a (SEE DIAGRAMS ON SHEETS 4 & 5 FOR MORE OPTIONS) 0 J 26 30 36 40 46 60 66 60 6E 70 76 TRIBUTARY WIDTH - IN. ANGKOR DIRECTLY INTO MASONRY 1/4 TAPCONS (ELCO OR EQUIV.) WITH 1 -1/4 MIN. EMBED INTO MASONRY ABOVE GRAPHS ARE FOR TWO ANCHORS AT EACH SIDE OF MULLIONS AND A TYPICAL SPACING ENT' Smug RA. PE f 10867 )18 11 " 200D ANCHORS TYPE C 4 G 4.1 .Q 4 ,ANCHOR METAL STRUCTURE 1//8 MIN. THICKNESS INTO METAL STRUCTURES # 14 SMS OR 1/4° SELF DRILLING SCREWS STEEL : Fy = 36 KSI MIN. ALUMINUM : 6083 —T8 MIN. OF 18 O C. APPROVEDASCOURYQJGWn rTHE EOM CODE I l u, �,•. :� ONION CODECOMPUANOEOFRCE ACCEPTANCE RO O' d Z 2o. O$ 0 Z Z U p p ^ D drawing no. 00 - 1 3 (sheet 70 B ) 4.500 1.730 3.800 1.098 FRAME HEAD /MUWON 3.800 4.500 FRAME HORIZONTAL /SILL. (;- .878 v'I U d 7nS .51 .096- 4.500 FRAME HORIZONTAL 1.937 �- •1.702 --a 1.347 OIAZJNO STOP 3.500 .078 SNAP IN COVER 1.702 .875 .090 1.750 1.750 .825 1.780 090 lYP 4.500. 3.600 1.096 FRAME JAMB 1.750 4.500 1.098 .826 MULLION .699 1.252 1.096 3.500 POCKET FILLER .840 .078 TYP. IiII D .+ • - OLDMSION 0 p1 N drawing no. 00 -13 r.082 5.375 SILL FLASHING (OPTIONAL) 4.200 .150 STEEL REINFORCING 38 KS MIN. OR. FARODO. Ft 1' A. PEPEI ,6857 • g 20 FRAME CORNER$ APPROVED AS COMPLYIG WITH THE SOUTH FLORIDA BUILDING CODE DA BY PRO 12 BUILDING CODE OFFICE ACCEPTANCE NO 1220, OS" eha9t B of �,� 4 0, \ f \l) MIAMI SHORES VILLAGE k./\ 1 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date pprove Correction Re- Insp'n Fee r 3o6) 6 i9 -2511 /7 )10,/-4V /i3 BARR 140 \ EXTER GE F ERAL INCLUSIONS 115 STR OR ADD OTES: I. SERIES 3000 MEDIUM STILE ALUMINUM STOREFRONT -DOOR IMPACT BY ARCH ALUMINUM, IN ACCORDANCE WITH METRO- DADE PRODUCT ACCEPTANCE NO.: 0I- 0914.02, EXPIRE 12/06/06 GLAZING: 7/I6" (NOMINAL) LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/I6" H.S. - = ' ° .090 SAFLEX / KEEPSAFE 13Y SOLUTIA INTERLAYER INTERIOR LITE: 3/I6" H.S. CLEAR GLASS 2. SERIES 4500 ALUMINUM STOREFRONT AS DESIGNED AND MANUFACTURED BY ARCH ALUMINUM AND GLASS GLAZING: 1/4" CLEAR TEMPERED GLASS 3. FINISH SHALL BE : CLEAR ANODIZED (PLEASE VERIFY) 4. DOOR HARDWARE : (AS TESTED AND APPROVED) VERS .T, nA T -RIOR a. DORMA ED -800 ADA HEADER/OPERATOR MANUFACTURED BY DORMA. EACH UNIT TO INCLUDE: HEADER /OPERATOR, PUSH OR PULL ARM, ON -OFF TOGGLE SWITCH. ACTIVATION BY TWO (2) STAINLESS STEEL REMOTE PUSH PLATES, FINISH: CLEAR ALUMINUM ANODIZED. U SHOR -L_ VAT 5 0 \S S SUBMITTAL # REVI EXCLUSIO UCHAMP CONSTRUCT! 0140 ,R o MAKE CORRECTIONS NOTED END AND RESUBMIT ❑ REJECTED / RESUBMIT Corrections or comments made on shop drawings during review do not relieve the VENDOR or SUBCONTRACTOR from compliance with the requirements of the contract drawings and specifications. This check is only for review of general conformance with the overall concept of the Project and general compliance with information give in the Contract Documents. VENDOR or SUBCONTRACTOR is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques for construction, coordinating its work with that of all other trades: verifying field conditions affecting the work; and performing its work in a safe and satisfactory manner, in accordance with the Subcontract or Purchase Order and the Contract Documents. This review does NOT authorize changes to contract requirements, additions, deletions or costs. a) WOOD BUCK. b) PROTECTION OF MATERIAL AFTER INSTALLATION. c) FINAL CLEANING. d) INTERIOR CAULKING. e) MIRRORS. f) MOCK -UP. g) PATCH -UP WORK. h) SHUTTERS. 1) LOUVERS j) CUSTOM HARDWARE ARCHITECT TO VERIFY ALL WALL CONDITIONS AND WINDOW SIZES AND QUANTITY N COMPANY REV. # /E i6'- j z w w oz 1-- 0 N 3 Z N dD L L Q 4 a 4 a 4 LL rE • DRAM BY A.ALONSO GIVD. Bre 4444 SHEET TITLE: GENERAL NOTES N.T.S. DATE 02.03.05 DATE: PROJECT NO. SHEET NO. I OF 6 UNIT STAIR UNIT UNIT UNIT UNIT UNIT UNIT NOTE: MEAN ROOF HEIGHT`: ROOF TYPE: 4:12 UNIT UNIT GROU UNIT UNIT UNIT UNIT UNIT UNIT FLOOR PLA UNIT LAUNDRY 100 -1 RECEPTION LOBBY STAIR 100 LOUNGE ELECT. RM. UNIT UNIT UNIT UNIT UNIT UNIT STAIR 40 - 2 1/2' UNIT UNIT UNIT UNIT UNIT UNIT UNIT uwrr UNIT J () w z z 0 Li z Z a 7 m m SHEET TITLE: FLOOR PLAN SCALE: N.T.S. DRAWN BYE DATE. A.ALON50 02.03.05 CHK'D. BT: DATE' PROJECT NO. WET NO. 2OF6 UNIT STAIR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT SECOV3 FLOOR PLAN UNIT UNIT STAIR LOUNGE I HI ELECT. RM. UNIT UNIT UNIT UNIT UNIT UNT UNIT STAIR LOBBY ELEV. RM. 46' - 2 I/2" UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 6 w U z uw Q W z 0 z U) W z 4 0 w Q1 1 V L C a 2 C L Q Q 7 a. Lu r- O = 3 LL 0 C__.> i' cvQ (J) co SHEET TITLE: FLOOR PLAN DRAhW BY. A.ALONSO CHK'D. BY SCALE N.T.S. DATE 02 DATE: PROJECT NO. NO ' 2OF6 6' -0 D.O.W. (100) (I) REQ'D. ( 1 ) REOD. SERIES 3000 MEDIUM STILE ALUMINUM STOREFRONT - DOOR IMPACT BY ARCI -1 ALUMINUM. ( N.O.A. 01- 09I9.02 ) SEE GENERAL NOTES FOR ADA OPERATOR. 0.1-1. crirsr (PLEASE VERIFY) Vise M.O. 2) REQ'D. SERIES 4500 STOREFRONT BY ARCI -I ALUMINUM. • INTERIOR ELEVATIO 2 8 z 0 z D� 111 z 1- 0 w 0 DRAWN BY. A.ALONSO LHK D. BY add SHEET TITLE. ELEVATIONS SCALE: N.T.S. DATE. 02.03.05 DATE. PROJECT NO. 51-IEET N0 ' 4 O 6/ / / / / / / �\ \ \ \ \ \ �`. , % Q . ] C /;\ \\ \ / / / \\ / \ / \ ♦\\\ / / \ / \ / / 6' -0 D.O.W. (100) (I) REQ'D. ( 1 ) REOD. SERIES 3000 MEDIUM STILE ALUMINUM STOREFRONT - DOOR IMPACT BY ARCI -1 ALUMINUM. ( N.O.A. 01- 09I9.02 ) SEE GENERAL NOTES FOR ADA OPERATOR. 0.1-1. crirsr (PLEASE VERIFY) Vise M.O. 2) REQ'D. SERIES 4500 STOREFRONT BY ARCI -I ALUMINUM. • INTERIOR ELEVATIO 2 8 z 0 z D� 111 z 1- 0 w 0 DRAWN BY. A.ALONSO LHK D. BY add SHEET TITLE. ELEVATIONS SCALE: N.T.S. DATE. 02.03.05 DATE. PROJECT NO. 51-IEET N0 ' 4 O 6/ • • 0 L1 O Q A 1/4 DIA. TAPCONS AT 5 -1/2" FROM EA. END AND BALANCE AT 16" O.C. (1 -1/2" MIN. EMBEDMENT INTO CONCRETE) SERIES 3000 MEDIUM STILE ALUMINUM STOREFRONT DOOR - IMPACT RESISTANT BY ARCM ALUMINUM 1/4 DIA. TAPCONS AT 5 1/2" FROM EA. END AND BALANCE AT 16" O.C. (I -1/2" MIN. EMBEDMENT INTO CONCRETE) 111 4 • • 3 5 " 8 • 1/4 DIA. TAPCONS AT 5" FROM EA. END AND BALANCE AT 16" O.C. (1 -1/2" MIN. EMBEDMENT INTO CONCRETE) 3 5" 8 D.O.W. D.F.W. M. O. NOTE (TYPICAL): SURROUND CONDITION TO BE DESIGNE AND INSTALLED TO WITHSTAND LO TRANSFERRED BY WINDOW AND UNITS. R S N W z E0 z O Z w Z 0 • LL► LLt SHEET TITLE DETAILS %ALE N.T.S. CNK'D. BY DATE: PROJECT NO. DRAWN BY DATE A.ALONSO 02.03.05 NO ' 5OF6, 0 52 - 31 ....... • - • • • N .... • • • • , 111- 51_ ... - • . • • • ... • • .... • • .... 44 ' #I4 X 2 3/4 LG. ( TYPICAL ) #I4 X 2 3/4" L. PH—PH-5M5 ( TYPICAL ) 4 311 MAX. • #I4 X 2 3/4" LG. Fl-I-PI-1-5M5 ( TYPICAL ) • 0-: F.W. M . 0 . INTERIOR EXTERIOR D.L.O. SERIES 4500 ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM BY ARCH ALUMINUM INTERIOR ELEVATION z U) Ili fy 0 ILi 7 05 ( 4 0 L IL 41( ‹. SHEET TITLE+ DETAILS SCALE: N.T.S. DRAWN 13Y. A.ALONSO OWD. BY PROJECT NO. DATE: 02.03. DATE SREE1 NO. 03 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/10/2004 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Contractor BEAUCHAMP CONSTRUCTION CO INC Local Phone: 305 - 445 - 0819 Parcel # PARC2004 - 8 N.W. 115 Legal Description: Fees: FEE2004 -10457 FEE2004 -10458 FEE2004 -10793 FEE2004 -10795 FEE2004 -10796 FEE2004 -10797 FEE2004 -11154 FEE2004 -11157 FEE2004 -11158 FEE2004 -11159 Description Structural Fee Structural Fee CO /CC Scanning Fee Radon Builders Bond Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $100.00 $50.00 $200.00 $600.00 $459.03 $300.00 $70,990.00 $1,420.20 $473.40 $1,774.75 $76,367.38 Total Fe :6,367.38 Total Receipts: $0.00 Z , 76,//07 \a Cot& „NOV 1 2 PAID Permit Status: APPROVED Permit Expiration: 4/25/2005 Construction $ kIi1 .1,000,000.00 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1134 UNIVERSITY BARRY ST. Contractor's Address: 247 MINORCA AVE Page 1 of 2 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: (Rev. 8 /18/05) Address _140 NW 115 Street Building Officials Approval: BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 - 2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 Items to be completed for Final C. s approval S lta c allate Permit No. BP 04 -1134 Date: August 18, 2005 Temporary Certificate of Occupancy The following address is issued a Temporary Certificate of Occupancy City Miami Shores State Florida Zip 33138 This Temporary Certificate of Occupancy is issued for the above address and is good for ninety (90) days only. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. The following items must be addressed and a re- inspection scheduled and passed within ninety (90) days before this certificate expires. If a complete Certificate of Occupancy is obtained within ninety (90) days the building is presumed safe and ready to be occupied. 1. Final approval for C.O. from Miami -Dade County Fire Department. 2. Final inspection for the irrigation from the Chief Plumbing inspector. 3. Final inspection from Planning & Zoning (Trees missing in parking area and replace dead trees in courtyard) 4. Final inspection for the low voltage (data & telecom) from the Chief Electrical inspector. It es. PAY TO THE ORDER OF ..„ BEAUCHAMP CONSTRUCTION COMPANY; INC, COLONIAL BANK 247 MINORCA AVENUE MIAMI BEACH, FL 33140 CORAL GABLES, FL 33134 P MIAMI SHORES VILLAGE 10050 N.E. 2ND AVENUE MIAMI SHORES, FL THE FACE OF THIS DOCUMENT HAS A COLORED BACKGROUND ON WHITE PAPER . - Severity ,five dollars and no cents • • • • ; • •• . . ' DATE CHECK NO. August 18, 2005 21557 00000 2 L 5 5 711 1:06 700 LI Lan ao 2 ? ? 3 599 SIP - 0 - kg4.17. - eaur 63.151 oi 670 AMOUNT s *********75 . 00 It v.:44W •.' . THE BACS< OF THIS DOCUMENT CONTAINS AN ARTIFICIAL WATER_MARk—HOLD AT AN ANGLE TO VIEW 111 O /NM MIME UIM � ° ■� - - - -B EN - - -- �� w - - - -- - -- INNE s ip CONSTRUCTION CO. GENERAL CONTRACTORS • 247 MINORCA AVENUE, CORAL GABLES, FL 33134 -4405 305 -445 -0819 • FAX 305 -447 -0941 JAMES B.D. BEAUCHAMP, Chief Executive Officer DONALD L. CRISSEY, President DEAN A. THOMAS, Executive Vice President BENJAMIN K. ARTZT, Senior Vice President DANIEL L. BEAUCHAMP, Vice President MARIBEL HART, Treasurer /Secretary Barry University Student Residence 2(Benincasa Hall) 140 NW 115 Street Miami Shores, FL 33161 Master Permit # BPO4-1134 To Whom This May Concem: Beauchamp Construction is requesting a T.C.O. for the new student housing located at 140 NW 115 Street, Miami Shores, FL 33161, as we will require additional time to complete the following items: 1. Fire Department Requirements: Form a set of stairs from the North sidewalk that connects the Two dormitories and place signage in between the stairwell landings to identify location. 2. Irrigation and Landscape are not complete. 3. Low voltage permit for data and telecom is not complete. Beauchamp Construction will require no more than 90 days to complete the work listed above. Furthermore, Beauchamp Construction will hold the Village of Miami Shores harmless from any and all liability, claims and damages of any nature arising as a result of this temporary occupancy even if the issuance of the Temporary Certification of Occupancy is later found to wrongful of negligent. Si rely, Donald L. Crissey President CGC 042059 The foregoing instrument was acknowledged before me this 17th day of August 2005, by Donald L. Crissey the P ident of Beauchamp Construction Company, on behalf of the corporation.he is personally known to me or has produced as identificat id take an oats Not -ry 'ublic • ; My commission 00289940 o►w Expires February 10, 2008 June 24, 2005 Miami Shores Village 1005 NE Second Avenue Miami Shores, Florida 33138 -2382 RE: Barry University Student Residence II 140 NW 115 Street Miami Shores, Florida 33161 Permit # BPO4 -1134 Dear Building Offidal: I Mario A. Suarez, P.E. , having performed and approved the required inspections, as indicated in the attached approved inspection log, hereby attest that to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest to the best of my knowledge, belief and professional judgment, the approve permit plans represents the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 105.13.4.1 of the Florida Building Code and is being submitted to the Miami Shores Village Building Department at the time of the final inspection for the above referenced- structure. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, M.A. SUAREZ & BY: M.A. SUAREZ & ASSOCIATES, INC. TF,, INC. MaHc A. Suarez, P.E. 4869 SW 75th Avenue Miami, FL 33155 Tel: 305.260.0363 Fax: 305.260.0364 e -mail: mas_eng @bellsouth.net riUR ` 'S NAME AND ADDRESS: Beauchamp Construction 247 Minorca Avenue Coral Gables, Florida 33134 TREATMENT SITE: 140 NW 115 Street Miami Shores, Florida DEVELOPMENT: Barry University PERMIT: N/A LOT: N/A BLOCK: N/A UNIT: N/A NUMBER OF STRUCTURES TREATED: 1 SQUARE FOOTAGE: 11,781 CHEMICAL: Cypermethrin PRODUCT: Demon TC DATE OF COMPLETION: 07 -19-05 1 YEAR WARRANTY PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AND LIMITED WARRANTY AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Limitations, exclusions or conditions that affect the Company's obligation to retreat or repair damage , are a part of the contract. COMPANY CENSE NO. 1752 mades, Pr ACC • • BY: �• Harvey Revised on 10-01 -03 ONTROL, INC.N ident 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954- 584 -0378 • 1- 800 -749 -8588 • FAX: 954-584 -6117 Revised October 1, 2003 Subterranean Termite Treatment Limited Warranty Limitations, exclusions, or conditions that affect the company's obligation to retreat or repair damage, are a part of the contract. Terms and Conditions During the term of your limited warranty, any further treatment found necessary due to evidence of subterranean termites (Excluding Formosan Ter- mites) will be done free of charge to the covered structure(s), and any structural damage necessitating repairs (up to $1,000,000) caused by subterra- nean termites (Excluding Formosan Termites) will be paid by Accurate Pest Control, Inc. Accurate Pest Control will annually reinspect the property only at your request. The limited warranty term shall be one (1) year from the date of completion. Accurate Pest Control, Inc. shall have the option of extending the limited warranty annually upon homeowners payment of annual renewal fee. Your contract covers all materials, labor; and service needed to control any active infestation of subter- ranean termites, Excluding Formosan Termites. A limited warranty holder can, at anytime during the warranty period, request consultation and advice concerning termites or other pest, at no charge to the owner: This limited warranty is transferable should the properly be sold or otherwise transferred. Accurate Pest Control, Inc. shall be notified in writing of new ownership of the property. 1. It is understood and agreed between the parties that this Agreement constitutes the complete agreement between the parties and the said agreement may not be changed or altered in any manner, oral or otherwise, by a representative of Accurate Pest Control, Inc. unless such alteration or change be in writing and executed by a corporate officer of Accurate Pest Control, Inc. under its corpo- rate seal. 2. Fences, Free - Standing garages, or other outstructures are not included unless speci- fied in writing. 3. Structural or mechanical defects such as wood -to- ground contact, stucco below grade level on Wood Frame Construction, brick veneer on CBS Construction which reaches below grade level, or wood form boards or stakes which have been left in the ground must be removed. This is conducive to sub- terranean termite infestation and may destroy the effectiveness of Accurate Pest Control, Inc. treatment, thereby permitting infestation to occur after the date of initial treatment. If such conditions are discovered it is agreed that the customer will be responsible for making such modifications as are necessary to correct the structural or mechanical defect (including providing at least a 6" gap between the stucco and the grade level) and Accurate Pest Control, Inc. will, upon completion of said modifications, provide additional treat- ment deemed necessary by the Company to control an infestation if it occurs. 4. Accurate Pest Control, Inc. liability shall be terminated should Accurate Pest Control, Inc. be prevented from fulfilling its respon- sibilicies under the terms of the Agreement by reason of acts of war, whether declared or undeclared, acts of any duly constituted government authority, strikes, acts of God, or failure by the customer to allow Accurate Pest Control, Inc. access to the premises for any purpose contemplated by the Agreement or the Guarantee, especially, including re-in- spection, whether such re- inspection was re- quested by the customer or deemed necessary by Accurate Pest Control, Inc. 5. This Agreement covers the designated property as of the date of actual comple- tion. In the event the premises are structurally modified, altered or otherwise changed after the date of treatment, this Agreement shall terminate unless prior written agreement shall have entered into between the owner and Accurate Pest Control, Inc. to reinspect the property, provide additional treatment and /or adjust the annual renewal fee. 6. It is specifically understood and agreed that Accurate Pest Control, Inc. and the Property Owner are bound only by the terms of this Agreement and not by any other Representa- tions, oral or otherwise. 7. This is an optional warranty, renewable an- nually on the month in which treatment was initially provided. Cancelled check is proof of receipt of payment. The Company reserves the right to increase the annual fee. KorCon CONSTRUCTION CORPORATION To: Beauchamp Construction 247 Minorca Ave Coral Springs, FL 33134 Re: Certification of Insulation Installed at Barry University. 11300 Northeast 2 Ave Miami Shores, Fl 33161 To Whom It May Concern: As approved by HarperPartners, Inc. "Reflective Insulation" by Fi -Foil Vapor Shield Hi -Pem 7/8" Cavity R-4.6 Was installed as per plans. CertaPro Acousta Therm Batts Unfaced Batts R -11 RSI 1.94 3 /2" Thickness Was installed per plans. CertaPro Thermal Kraft Faced Batts R -19 RSI 3.35 6 1 /4" Thickness Was installed as per plans. Thomas Hanlon KorCon Construction CERTIFICATION 6005 Stirling Road, Davie, Florida 33314 954- 434 -4727 * Fax 954- 434 -0265 License # 04 -19964 TER 70...53.f.4.81 Do42e 128/IOp!♦ Assn, h10 ow, Comm# D Expires S pa d • 8onw d fl ru (8 u ......... ..........n... : °Y...9)16175p,9,0 Submittal No.: 07210 -0 Project Name: Barry University residence 2 Project Number: 1104031 Submitted By: Beauchamp Construction Co., inc. Date: 5 -10-05 Conforms ►i1 Does Not conform ❑ Make Corrections to Conform ❑ Resubmit ❑ Comments: Attached see letter from Edward Cannon, A.R. For application follow the manufacturer's recommendations. The Architects review /actions of a specific item shall not indicate approval of an assembly of which the item is a component. Reviewed By: Flavio Sanmiguel Date:5 -10 -05 HARPERAU(EN PARTNERS. INC SHOP DRAWING REVIEW FORM The Architect's review /actions on this Submittal are for the limited purpose of checking for conformance with information given and the design concept expression in the C ntract Documents. - Review of this Submittal is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the CM /Contractor. The Architect's review /actions shall not constitute approval of safety precautious or of any construction means, methods, techniques, sequences or procedures. Submittal Contents: Wall insulation Ceiling insulation 201 ALHAMBRA CIRCLE, SUITE 800 I CORAL GABLES, FLORIDA 33134 PH. 305.476.1102 800.218.50801 FAX 305.476.0073 I WWW.HARPERAIKEN.COM Date: April 29, 2005 To: BCCo Attn: Gary Warren From: Re: Gary, HARPERPARTNERS, INC. Construction Change Directive Edward F. Cannon, AIA Barry University Residence 2 We are in receipt of the submittal for exterior wall insulation to be placed in the furred out space between the interior face of the masonry block and the interior drywall finish. The exterior wall section on drawings A -600 through A -602 call for rigid insulation and the submittal proposes "Reflective Insulation" by FI -FOIL. We have reviewed the overall thermal performance of the exterior will and find that rigid insulation such as Dow Styrofoam and Owens Coming Rigid Foam will provide an R value of 3.75 to 4.0 for the same thickness required in the exterior wall assembly. "Reflective Insulation" by FI -FOIL will provide an equivalent of greater R -value therefore we will approve of this material as a substitution for that which was shown on the drawings. Should you have any further questions about this subject please contact the undersigned. Sincerely, CL,Jr-nt. Edward F. Cannon, AIA AR 0013273 HPI File 1104031 -8 ' APR -27 -2005 WED 04:22 PET RAPID MEDICAL SERVICES too/zoo AfIttetl9tilsZAta(t8 �i - Pelf AA2 Vapor ShieldTM is a reflective insulation intended for use on furred -out masonry wails. The inside layer is a minimum .00035" aluminum foil. The outer layer is 35 Ib. natural Kraft paper coated with polyethylene, laminated to flange boards or expanders that separate the paper from the foil creating a reflective air space. When Installed on furring strips spaced 16" or 24" on center, a second reflective air space is formed. This air space is dependent upon the thickness of the furring strip selected. The Hi-Perm version includes small perforations for applications not requiring a vapor retarder: How kEFLEC7rIVE YI 1 L1LA.'> 10111 Woa1K6 cleat , s transferred by one of three methods, which include conduatlon, convection and radiation, in general, any material added to a cavity Increases conducton across that air specs, mast insulating products on the market resist heat transfer by forming small air or gas pockets between layers of building materials such as fiberglass, recycled paper, and foam. ills small spaces restrict air movement, thereby reducing heat flow by convection. However, these standard building materials are not as effective against radiant heat transfer. Reflective insulation functions by forming these dead air spaces with layers of paper, plastic, and aluminum. The high reflectivity and low emissivity of the aluminum material has the added benefit of blocking radiant energy, so heat transfer through radiation is also significantly reduced. Reflective insulation provides resistance to heat gain in summer conditions and heat loss in winter conditions. This lowers both cooling and heating costs, reducing energy expenditures throughout the year. TEST DATA ASTM E -56 - Water Vapor Permeance ASTM E -96 - Water Vapor Petrneance Hl -Perm ASTM E -84 - Flammability Flame Spread Rating i 45 Smoke Developed Rating interior Wall & Ceiling Finish Classification. Class B ASTM C• -3310 - Adhesive Performance Corrosivtty None Bleeding Mond Delamination None Pliability , .. No signs of cracking or delamination ASTM C -1338 & MIL -STD 810D - Mold & Ntlidew. ASTM C- -1371 - Foil Emittance .... . gpPI'RT 0'r- 11zr.10 Meets ASTT11 C- 1224 -97 Il an. 1112002 EON/PUMICE ARID PLIP PROVALS Aak Auo,.t NEC'Y STAR Meets Federal Specification HH -1- 125 -8 Si ARID �I- +1�ERM ` IE0610315 0 802 8 87 Pass 0 034 rr + PST ESi fl fl ll n., Alvan al 3S- FAX l 3S - FAX N0. 3052559643 I I Ge+ Coverage Weight IIit nucT ilttIRDR Furring/Stud Spacing 15" 0,0, 24 r) Width Expanded btarneter Lineal Footage • R- VALUES i Heat Flow Horizontal I Vapor Shield vapor Steel Hi•PQIm 3J4" Cavity R R-4i I 719' cavity R-4.7 R -4.6 1.1/2' Cavity R-52 R-5.1 ASTM C4E R-Velus Test. The R- values at sa1.2 VaSor Sluald I iJ '�J increase with the Ihahoeae at turinp sales. WI9, ito Lisa ai , dspnr smmtd, Dye edainu9e o! Iuruu++gg uMps -9m all¢Mty tt uione?see Ileum A is applied le the Suttdoe at the snipe ep>i overlaps. Thiamin ell me•,�urerruSds are wnstdar ri nannaa Rama grits P nu You i uv The label shows the 1-value of this insulation, R means resistance to heat . flow. The higher Ina R- value, the greater the insulating power. Compare insula- tion R- values before you buy. There are , other factor's to consider. The amount of . Insulation you need depends mainly on the climate you live in. Also, your fuel savings from Insulation will depend upon the climate, the type ano size of your house, the amount of insulation already In your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you will save en fuel. To gat the marked R-valust, It is essential that this insulation be installed property. P,. 0- lE'ta* pibti Auburndale. FN- 33883 0011- 4413.34011 81513.-9165-1046. F. 02 17.5" 26 5' 10" 8" 375' 2:i0' 500 sq, ft. 500 sq. ft. 21 lbs. 19 lbs. i II APR -27 -2005 WED 04:22 PM RAPID MEDICAL SERVICES product Outdo l3:Per itioidiom tmcingpritsit an°ssgit5 ic mad and p c t leis d o tl+s gi Nranue v carefully rat by Ths SEISMS MUM u g tre rn5 die e� a edited C +e vo Inert :Nt�ae�lo nth pr�seCrlorta a are rigs. Delete all 'Sam Nolen'vdtan vd;ttrp that notion. seCTION 07210 REFLECTIVE INSULATION reflective Insulation Bonn in section Bo on Thr ed ouVapor rrrasnry walls. donfwn FI -Fitt for aeetsranes. In edidng Min section for the opedtta application. PART 1GENERAL 1.1 SECTION INCLUDES A. Reflective insulation. 1.4 'M ATEO MOTIONS $Pet:lf µ�t�e 6dit r�to n lie# ere e ea a� pAgy arri�fcr tt,t gralraaL�ix� t et�id�aeottona r with wore Ireorty related s section, A. B. c 1.3 Section oGita - Wood Framing, Seaton 07260 • Vapor Retarde?:rs, Seddon 07270 - Air Derriere Eeoeon 00110 - metal Punting $YYemc. REFERENCES Smolder designations and titles of referenced ®rrn o ova ria1 ri ouI complete compliance with standards, but is merely a It of Mose uedd. A, 8. c . 0. A Atootn nA trlta bu n area Gus a i Hot 80x. ae nr Building TM C /27 Wrm tr nd tnsusIsdon at kattaellv8 Insulation In Building ASTM C 1224 - Reflective insulation for Sulldino Applications. ASTM C la a d Facings. the Puun�gall Resistance nce of insulation Room Te eny ratli a Us Using Portaabie Emte rne Neer bara. AVM 3 3340 - pstarmining Corroetvilr of Adhesive MoEtnals AST/v1 Ia 114 - Surface Burning Onarae istics of Building ASYM E 98 - Water Vapor Tranerniesion of Mats, Ft a'ai S I8oat H Hg2628 - Ranotta e, *Manna( Ceuultxtto I Iper MsUIeting Bad1I. SUBMITTALS Campiy with section ots30 • Submittal PPt installation inatruuoo't ( hoed* cempli with ter all retperem,anr& Samples: Submit manufacturers sample, minimum 8 Inches square. FAX NO. 3052559643 P. 03 1J DELIVERY, STORAGE, AND HAN ls to elle a1,JNG A. What* Deliver era I n mfaa Cit l r o ' l oafly lnel, = no means! Marna east Ir GNrBf B. Bta MUnc Sl Wita r I Cairo a ni =� ltldti0r5 m C. Handling: Prows materials dung nettling and inntadatlon to prevent damage. FART 2 PRODLJC'r:t 2.1 MA$UFACTURIIR Yurn 1e. p� �9�2 A. F e F e ll C at11O Bo mope b SW 1u) sibs - 648FiKoni931 4T0II 0137, w ati Site www+KOH.com. E -Men eustsar sidifod.wm. 22 REFLECTIVE INSULATION A. Reflective Insulation: FI -FaHI AA -2 Vapor Sneed B. Desor ptinn: �rrsIde Layer: Minimum 0.00006 rich aluminum toe. 1. , thttal a nta, r, 20 potmd total �r Paper mated won am atom t n oft or ndcrs � a sepa�rare paper tram iii are outing a 318 inch reflective 3, n a + d n furring snDsced 18 indtvn or a4 This at?r agent (d dew t oh ncsa M Nom strip O. compliant i, C .1. 2z4� on NH- 1202E, da multi Rosen 98.0122.Oa. 1 t o Vol 4 I Cavity. 4. ( -F -Nor a Y b. 7 In Cavity: 4.7. {49 Hi- Perm-NM a Vapor c. 1- ow/1w S.2. (3.1 NI-Perm-Not a vapor 2. nee, ASTM E 98: 0.802. (15.3 lir- a ' g R aNa = �lnteh Olessniiictmon: B. 4. Ca��ggl1NFA, D 381 o � fi'"'__ e. 6. Add _ eN. A 1234, Section n.7 c . Bleeding'. one- pWernhttaV0fl: None. ng Plis Mfklew 4 ASTM a C t ha osr d�sl�smination mom and Fos Emlttanoe, ASTM C 1377: 0.084, t3. c. 2. PART 3 icu•nON 3.1 EXAMINATION N A. . Are hiz t ra are not �ptab e not b e ° ptr� anler, into n until unacceptable conditions nave been c rrectea. 3.2 INSTALLATION A. I � n9 y t n S t U* p e pt�uter p�pIrieur� r DO m� ndA _barrier (7 a 1 Ila o� m Ino d an Ina tit r in n ®s. B. Seen � e�n n Man 7ae�aaer & n8tttruattiona to a avoid gaps. Tape seams I1 splice teenn� bawl, 0I rI Cut ouzo 1�Ido Edge olr Ma�tfat cutlets Wall cuto ut It other osn tea t 11, Tope tears In material, Replace damaged materiel as caromed by Ardlitsct. 3.3 PROTP,E11oN A. Redact re a Live Insulation and vapor barrier trim drainage ENO OF SECTION APR-27-200E WED 04123 PM RAPID MEDICAL SERVICES C E RTA?RO AcoustaTherm' Batts licasammon Description: • Unfaced, ligt»:- denshy fiber glass baits are designed for use In steel stud construction, Batts are designed for friction -fit installation. • Unlaced or kraft faced ceiling bans am designed m lie directly an ceiing suspension systems. Faced butts have no tabs, When installed they must be butted together. Uses: • To enhance acoustical and thermal performance of exterior and interior walls. • To improve sound transmission Is performance of suspended ceiling systems. Product benefits: • Unfaced batts rated noncombustible per ASTM E 136. - Kraft faced betty suitable for non-exposed applications • Versatile: Enhances acoustical and thermal performance of interior end exterior wails and suspended ceiling systems - Will not rot or mildew', resists fungal growth. • Lightweight, easily fabricated and Irstelled. Properties: PROPERTY Thermal resistance Combustibility,_, Su rface buming characteristles Water vapor sorption Water vapor psrmeance Corrosiveness Fungi resistance Odor omissio Maximum use temperature TEST METRoo ASTM C 518 or C177 ASTM E136 ASTM E 84 ASTM C 1104 ASTM E 96 ASTM C 685 ASTM C 1338 aSTM_C 1304 ASTM C 411 <26/50 < 3% by weight Nat rated Pass Pass Past 450`F (232 °C) RFORMANCE se table , page Piss/ Noncombustible FAX NO. 3052559643 P. 04 KRAFT FACE13 See table. page 9 Combustible - Not rated < 3% by weight g 1.0 perm (57 ng /Pa -s -m ° ( Pass Pass Pass 20D (97C) Acot.t;:6ica1 lza:rfornlanc (ASTM E 90) : See gas 28, 29. — ._�r --- 'APR -27 -2005 WED 04 PM RAPID MEDICAL SERVICES FAX NO. 3052559643 Comp,iai ces • ASTM C 553, Type I lunfac edi • ASTM C 665. Type I Itinfaced); Typal!, Class C.. Category 1 (kraft faced) • Model Buihdm9 Codes: 8OCA, IC80, SBCCI, CABO, ICC • New York City MEA 18$O -M Iunfaced} • National Evaluation Report NEB-1490:k% 11/ RSl 1A1, 1,93 - Unfacad) • California Quality Standards, Reg. No. CA -T024 A) • City of Las Angeles, RR 6148 ( unlaced) Sizes and thermal resistance values: NMML RESISTANCE THICKNESSES MOTHS LENGTll5 R51 in. mm ie. mm in, mm 2'/2 84 16 Et 24. 406 Er 610 96 2438 31/ 89 15 Er 24 406 Er 610 96 2439 II 1131 1.41 AT Ca ggel pb>Z ��.,, 1.84 ,la rip 'f", 'Ds J 1l>riz 11 1.94 3` /2 89 24 610 49 _1219 _ 61 19 335 6 168 16 Et 24 406 It 0 98 2438 19 3.36 S' /4 159 24 610 48 _ 1219 30 "a.Zlt 10 254 �24 610 4 9 1219 Kraft Pawl No Tab Batts THERMAL RESISTANCE THICKNESSES p _ RSI in. mm 11 194 3 89 P. 05 CertainTeedel wICITtiS M. mm in mm 24 610 49 1219 19 335 6'/4 169 24 810 48 1219 Also available; CertalttTeed Building Insulation for wood stud construction, unlaced and Kraft faced. Sea page 38 for additional R .values and dimensions, installation: Wails: CertoPro AcoustaThermm Batts are designed to fill the entire stud cavity and be es held in place by illation - fit. For applications where the wa l is the insulation e on b s i re or the insulation does not fill the cavity, supplementary support Insulation pins shall be provided to hold the insulation in place. Suspended oedling systems: install with the facing down toward the occupied area. When placing AcoustaTherm Batts aver suspended ceiling panels, refer tote suspended ceiling manufacturer's recommendations to ensure proper installation. Kraft facings arr. combustible; do not use in exposed applications. Check local code requirements. These installatian recommendations are general in nature. Other methods are acceptable. Please consult your contractor for recommendations beet suited to the application. APR -27 -2005 WED 04:23 PM RAPID MEDICAL SERVICES CER TA1RO Thermal Kraft Faced Batts ili"gillawassaggemilo Description: • Light density fiber glass baits with a Kraft vapor retarder facing. Uses: • To improve thermal performance of exterior and interior wails and liner/ceiling assemblies. Product benefits: • Versatile: Enhances thermal performance of wails and floor /ceiling assemblies in steel stud construction. • Kraft faced, suitable for non - exposed applications. • Will not rat or mildew; resists fungal growth. • Lightweight; easily fabricated and installed. Properties: PROPERTY TEST METHOD Thermal resistance ASTM C518 or 0177 Combustibility ASTM E 136 Surface burring characteristics ASTM F 84 Water vapor sorption ASTM C 1104 Water vapor pemeance Asnit E g Corrosiveness ASTM C 666 A. w .. n w I . Fungi resistance Odor emission Maximum use temperature ASTM a 1338 ASTM C 1304 ASTM C 411 PERFORMANCE Sae table, age 13 Combustible FAX NO. 3052559643 Not rated 3% by weight f . 1.0 perm (5.7 ng/Pa•s- 1) Pass Pass Pass 200 l3 °Ci P, 06 3 ......r t h e i . . . . a.If n i ni rnn� t 7 /4A CertainTeedEl APR- 27 - 200E WED 04:23 P11 RAPID MEDICAL SERVICES Compliances: * ASTM C 893, Type I • ASTM C 566, 'IYpe II. Class C, Category 1 • Model Building Codes: BOCA, ICAO, SBCCI, CABO, ICC • Caitlomia fluidity Standards, H. No. CA - 1024 (PA) Sizes and thermal reslstarlcc values: THERMAL RESISTANCE THICKNESSES WIDTHS LENGTHS H 1 M. rem in. , mrn in_ mm Ird 1 E A _ 1 1 1.94 3 89 16 a 2 i4 4D6 Cr 610 96 2438 11 i r ium UU IP 19 335 6 159 15 406 98 2438 P Also avaiinbls: CertaPro Thermal toil Paced Betts. See pages 14-15. CertuPro Thermal FS (25 Fared Batts. Sea pages 16 - 17. CertainTeed Bulldog Insulation for woad stud construction, unfazed and kraft laced Sas page 38. Installation: In steel stud construction, insulation is friction fitted tpkc stud cavities priort° applying interior finish. Kraft facings are combustible; do not use in exposed Applications. finds Iocai cads requirements. These instal!ation recommendations are general in nature. tither methods am acceptable. Please consult your contractor fur recommendations best suited to the app FAX NO. 3052559643 P. 07 : IDEST # 134.51 OPTIMUM MOISTURE % TEST LOCATIONS I2403488P I 8.2 'PROCTOR PROCTOR VALUE #2 PCF: J OPTIMUM MOISTURE % PERCENT REQUIRED LAB # RESULTS OF TESTS: PASS IDEST # LIFT # TEST LOCATIONS PROBE INCHES MOISTURE PERCENT DRY DENSITY PCF % FIELD coMPacnoN PERCENT REQUIRED 1 FINAL NE CORNER OF SLAB AT COLUMN LINE 3 -15 AT NORTH WING 12 8.1 133 98.9 98 2 FINAL SE CORNER OF SLAB AT COLUMN UNE 3 -15 AT NORTH WING 12 6.6 133.3 99.1 98 3 FINAL NW CORNER OF SLAB AT COLUMN LINE 3-15 AT NORTH WING 12 9.1 133.9 99.6 98 4 FINAL SW CORNER OF SLAB AT COLUMN LINE 3 -15 AT NORTH WING 12 7.4 132.8 98.7 98 5 0.0 6 0.0 7 0.0 8 0.0 9 0.0 10 0.0 11 0.0 12 0.0 13 0.0 14 0.0 15 0.0 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED * BF: BACKFILL S: SUBGRADE BC: BASE COURSE NG: NATURAL GROUND F: FOOTING CP: COLUMN PAD BG: BELOW GRADE FG: FINAL GRADE OTHER: • 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 LABORATORY NUMBER: CLIENT FAX NUMBER: CLIENT: PROJECT: CONTRACTOR: SOIL DESCRIPTION: SOIL DESCRIPTION: AREAS TESTED: PERFORMED BY: REPORTED TO: IG S. SMITH, PRESIDENT EASTCOAST TESTING & ENGINEERING INC 2500600 PROPOSED BUILDING, FINAL COREY 2 CLIENT NOTE: STANDARDS FOR METHOD OF TEST: ASTM D2922 RESPECTFULLY SUBMITTED, E • AST TESTING & ENGINEERING, INC., Facsimile No (954) 971 -8872 ESTABLISHED 1981 FIELD DENSITY TEST CUSTOMER #: PO NUMBER: 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 BEAUCHAMP CONSTRUCTION CO. BARRY UNIVERSITY - STUDENT RESIDENCE # 2, 140 NW 115TH STREET, MIAMI SHORES, FL BEAUCHAMP CONSTRUCTION CO. TAN LIMEROCKAND LITTLE FINE MEDIUM GRAINED SAND ON: 02/21/2005 ON: 02/22/2005 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLY AND DOES NOT REFLECT THE SOILS BEARING CAPACITY FOR FOUNDATION DESIGN/CERTIFICATION AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE. D M K LEBLANC, V.P., P.E. ATE OF FLORIDA #35683 THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY PROCTOR VALUE: PCF: LIFT # 134.5 PROBE INCHES 18 2 LAB # I2403488F PROCTOR VALUE #2 - PCF: PERCENT REQUIRED I OPTIMUM MOISTURE % NORTHEAST CORNER OF PARKING LOT TEST # LIFT # TEST LOCATIONS PROBE INCHES MOISTURE PERCENT DRY DENSITY PCF %FIELD COMPACTION PERCENT REQUIRED 1 BC NORTHEAST CORNER OF PARKING LOT 8 9.9 132 98.1 98 2 BC SOUTHEAST CORNER OF PARKING LOT 8 9.3 133.8 99.5 98 3 BC NORTHWEST CORNER OF PARKING LOT 8 7.8 132.9 98.8 98 4 BC SOUTHWEST CORNER OF PARKING LOT 8 8.6 132.4 98.4 98 5 BC EAST CENTRAL SIDE AT PARKING LOT 8 8.1 133.1 99.0 98 6 BC WEST CENTRAL SIDE AT PARKING LOT 8 9.4 133.7 99.4 98 7 0.0 8 0.0 9 0.0 10 0.0 11 0.0 12 0.0 13 0.0 14 0.0 15 0.0 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED BF: BACKFILL S: SUBGRADE BC: BASE COURSE NG: NATURAL GROUND F. FffTING CP: COLUMN PAD BG: BELOW GRADE FG: FINAL GRADE OTHER: EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL.) - Dade (305) 947 -4768 LABORATORY NUMBER: CLIENT FAX NUMBER: CLIENT: PROJECT: CONTRACTOR: SOIL DESCRIPTION: SOIL DESCRIPTION: AREAS TESTED: PERFORMED BY: REPORTED TO: 2502181 PASS NOTE: STANDARDS FOR METHOD OF TEST: ASTM D2922 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CR IG . MITH, PRESIDENT Facsimile No (954) 971 -8872 ESTABLISHED 1981 FIELD DENSITY TEST PROPOSED PARKING LOT, BASE COURSE COREY 2 CLIENT CUSTOMER #: PO NUMBER: BEAUCHAMP CONSTRUCTION CO. BARRY UNIVERSITY - 140 NW 115TH STREET, MIAMI SHORES, FL BEAUCHAMP CONSTRUCTION CO. TAN LIMEROCK AND LITTLE FINE MEDIUM GRAINED SAND 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 ON: 06/25/2005 ON: 06/28/2005 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLY AND DOES NOT REFLECT THE SOILS BEARING CAPACITY FOR FOUNDATION DESIGN/CERTIFICATION AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE. ETIENNE PROPHETE, P.E. STATE OF FLORIDA #44316 RED EOVED AUG 7 200 THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY TEST # LIFT # TEST LOCATIONS PROBE INCHES MOISTURE PERCENT DRY DENSITY PCF % FIELD COMPACTION PERCENT REQUIRED 1 S NORTHEAST CORNER AT WEST PARKING LOT '12" 9.3 115.6 100.1 98% 2 S NORTHWEST CORNER AT WEST PARKING LOT 12" 8.4 116.3 100.7 98% 3 S SOUTHEAST CORNER AT WEST PARKING LOT 12" - 9 116.1 100.5 98% 4 S SOUTHWEST CORNER AT WEST PARKING LOT . 12" 8.2 115.7 100.2 98% _ 5 S CENTRAL EAST SIDE AT WEST PARKING LOT 12" 7.8 115 99.6 98% 6 S CENTRAL WEST SIDE AT WEST PARKING LOT 12" 7.5 115.9 100.3 98% 7 0.0 8 0.0 9 0.0 10 0.0 11 0.0 12 0.0 13 0.0 14 0.0 15 0.0 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED * BF: BACKFILL S: SUBGRADE BC: BASE COURSE NG: NATURAL GROUND F: FOOTING CP: COLUMN PAD BG: BELOW GRADE FG: FINAL GRADE OTHER: it 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 LABORATORY NUMBER: CLIENT FAX NUMBER: CLIENT: PROJECT: CONTRACTOR: SOIL DESCRIPTION: SOIL DESCRIPTION: AREAS TESTED: PERFORMED BY: REPORTED TO: ' PROCTOR VALUE: PCF: PROCTOR VALUE #2 - PCF: RESULTS OF TESTS: .`SMITH PRESIDENT EASTCOAST TESTING & ENGINEERING, INC. 2502078 PASS NOTE: STANDARDS FOR METHOD OF TEST: ASTM D2922 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., Facsimile No (954) 971 -8872 ESTABLISHED 1981 FIELD DENSITY TEST PROPOSED WEST SIDE PARKING LOT - SUBGRADE COREY 2 CLIENT I 115.51 OPTIMUM MOISTURE % OPTIMUM MOISTURE % CUSTOMER #: PO NUMBER: RE EOVE D AUG '72E 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 BEAUCHAMP CONSTRUCTION COMPANY BARRY UNIVERSITY RESIDENCE # 2 - 140 NW 115 STREET, MIAMI SHORES, FLORIDA RONLO INC. BROWN FINE MEDIUM GRAINED SAND AND SOME LIMEROCK ON: 06/15/2005 ON: 06/16/2005 10.6I # I2305554P LAB # TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLY AND DOES NOT REFLECT THE SOILS BEARING CAPACITY FOR FOUNDATION DESIGN /CERTIFICATION AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE. ETIEN NE PROPHETS, P. E. STATE OF FLORIDA #44316 THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY '08 -17 = 2005 08:24 BLUE WATER 3052356950 04/21/2005 15:25 4l561:$:W kb Bush Governor Albert R. Denham, P.E. Biscayne Engineering Company, Inc, 529 West FIagler Street Miami, FL 33130 Project Name: Address Permit 0: Issued: Dear Mr. Dettbarn: This will serve to acknowledge receipt of request for a Letter of Release to place this water supply system into service, John 0. Agwunobi, M.D, M.B.A. Lillian Rivera, RN, MSN, Atlininisizator Engineering Section 1 725 N. W. 167th Street Miami, Florida 33056 Barry Univeity Student Housing 2 140 NW 115 Street 2l6896 4 11/23/04 conseq eences Engineer's , we are rely g es certification and ti or service. pressure test and bacteriological In case of a Partial Release it will be the Engineer's responsibility clearance of the subject project prior to placing the entire system service. Fail se complete with this requirement will constitute a cause for Enforcement Action. Act 'e to comply Your continued cooperation in our water Supply program i very much appreciated. Cc: Jose Lopez, DERM 04 -21 -2005 03:18 BLUE WATER 3052356950 UUH April 13, 2005 Sarni, E!mir M.S. F,&., DEE Division Director Miantf•aade county health Department Environmental Health and Engineering /725 N.W. 167 Street. Miairo, Flot¢kt 330:.16 TEL (305) 623 -3500 • EP, (305) 623- 35o2••'rDD (305) 623 -3619 Email: sandy citniredoh atatcll.ns Websitc: wavw.dedehegith nrs PAGE:3 )Abt nt PAGE: 1 08 -17 -2005 08:24 BLUE WATER 3052356950 T E ADDRESS OF OrvICE: OWNER CONTACT: ADDMI SS OF • WNER NAME OF TESTER: StIS1NR 1 38 NAME. 3/ r_ / f / V (f / MAkF rU IEst KIT: MODEL TEST MAKI 1.M ASSEMBLY. IVO 0045 LOCAIKIN OF ASSFMIV,Y ANU TYPE OF SYSTEM PROTFC INITIAL TEST. __. SMUT OFF vALVC 11 CL OSF TIGHT FAK(U' R.P. DIFFIrHFNTIAL RELIEF VALVE FAIL FD 11) OPEN: MIAMII. DADE WATER & SEWER DEPARTMENT W. & S. METER OPERATIONS & MAINTENANCE CROSS CONNECTION CONTROL 1001 N.W. 11th STREET Phone (305) MIAMI 046 Fax 05)545 -9555 TESTING REPORT FOR VACUUM BREAKERS. DOUBLE CHECK VALVE ASSEMBLY AND REDUCED PRESSURE PRINCIPLE BACKFLOw PREVFNTERS D PLEASE MARK: 'MODEL NO 375 ANNUAL TEST. SHUT T OFF VALVE 4P LEAKED AOAINAT ri ow: . .. 1 •i t I.: :.., ,•1 4I1. Norio s S Of l%#' CL08E TIGHT: _ LCAKEU: or CHECK VALVE NO. I I,AKC•D WITH FLOW 1 1 I •.1:: 1 •: I• OWNER OF DEV BUSINESS ADDRESS I SERIAL NO: / 2 f DATE OF TEBT. UNE PRESSURE: D•C V.A. CHECK VALVE NO. 2 LEAKED WITH FLOW: LEAKED AGAINST FLOW CI O;CD MIT wITH FLOW: CLOSED TIGHT AGAINST FLOW S OPLNED AT PSi IF THE ASSEMBLY FAILS FOR ANY REASON COMPLETE THIS SECTION REMARKS / REASON FOR FAILURE. (IF APPARENT) R P A R R E T E S T AII IeFFERENTML RELIEF VARVE 1 CLEANED 1U,1.IL6 VALVE MODUL 3 DISC 4 VPRINL: 3 DIAPHRAGM 6 SEAT 7 LUBRICATED REPLACED: A OTMI 11 rULSCRISE BELOW) FAIL Fq TO OPEN: OPENED AT' R.P. PSI CERTIFY THAT 1 HAVE TESTED $4T NAWRE OF REGISTERLD TEETER: FOR OFFICE 1P)1, T.TNLV: (NOSED 11GHT WITH Fl OW' CLOSED TIGHT AOAINRT /LOW. ,. . } C IF . ! ''NTIAI A7.8l T4 YN rT A 144U ∎ LOWI PSI 9 CLEANED CMFI•:K MLTUULE: 11 DISC 19 APIuNr CHECK VALVE NO 1 REPLACED: 13 BEAT 14 LUBRICATED 15 OTHCH (DEECRIBF BELOW) LEAKED WITH FLOW . LEAKEI3 AGAINST FLOW cLOSI:D TIGHT WI1H FLOW CLOSED TIGHT AGAINST FLOW . PRESSURE DIFFERENTIAL ACROSS CHECK (NO FLOW) PSI or porx57fIt RiiFB& GF�.!'ylNl•0.1WWF: CAECA! PSI CHEICI( VALvB NO 2 15 CLEANED 10 CHECK MOnul L. 18 DISC 31 LUBRICATED DATE: YY / WTI DD DATE Mill /DD /VY REPLACED: 10 SPRINo 20 SEAT 22 OTHER (DESCRIBE BELOW) O.C.V.A. LEAKED WITH FLOW LEAKED AGAINST FLOW CLOSED TIGHT WITH FLOW CLOSED TIGHT AGAINST FLOW PRESSURE DIFFERENTIAL ACROSS CHECK (NO FLOW) PSI THE ASOVE IN ACCORDANCE.,IVITH :. • ` • A.W.W.A CROSS CONNECTION CONTROL MANUAL r,rT1 TWIG /^r Tn F7■I1IS '-n PSI CAM I FAX: ZIP CODE: . ry METER NO' //�y/ � STABLE PRES.SLIR[• FLUCTUATING PREESUrU, AIR INLET VAL VE T ARED TO OPEN OPENED ARQVE 1 PEI. AND NOTE REPAIRS 37 CLEANED 38 VENT MSC 39 VENT SPRING 40 POPPET 41 SPRING 42 DISC 43 LUBRICATED 44 OTHER IDEM:IIIm DELOWI AIR INLET VAL VF FAILED TO OPEN OPENED ABOVE 1 PSI White Copy Yellow copy Pink copy P V 13 REPLACED: P.V.B. PAGE:4 SERvt•CONSERVE PHONE: 305- 253 - 203 SYVS r 71P l :ikll S DATE LAST CA1.1014l IT3N. OITF Tllhr ■IBLU YES NO D.C. .A. P.V.B. •tLACJ •n.4 !V� P.V.B. CHECK VAI VI- LEAKED CI C1SP TI4;..11 PRPf.Al:i Tester C4IECK VAI VF_ CLOSE iu }.11 r DIFFFRFNT14. Water & Sewer Dept Cus tomer '08- 17`2005 08:24 BLUE WATER 3052356950 MB MIAMI-DADE COUNTY WATER & SEWER AUTHORITY DEPARTMENT i ER # CONTRACTOR 1 INSPECTOR t7.- FORMULA op LOCATION 'S % \\' t `. ! a3' PROJECT LENGTH MAIN DIA. PIPE NUMBER JOINTS TEST PRESSURE ALLOWABLE LEAKAGE IN GALLONS PER HOUR ACTUAL LEAKAGE-•IN.GALLONS PER HOUR. TIME TESTED METER READING GALS USED TIME TESTED METER READING GALS USED TIME TESTED METER READING GALS USED TIME TESTED METER READING GALS USED I10. 01.44 01011 0' 0' 0" 0' TEST REPORT -- PRESSURE PIPE ‘no VSZ 10' 10' 10 10' 20' 1.5 HRS. ' 2.5 HRS. 3.5 HRS. 40' 40' BY L.N. & A.P. 40' DATE .0" k5-p5 50' 50' PAGE:2 1 HR. 0 2 HRS. 3 HRS. PASSED FAILED ❑ REMARKS REMARKS REMARKS REMARKS 4 HRS. INSPECTION DATE Month A 0 O CD CD CD CD 0°7 CD 0 0 CD 0 0 CD CERTIFIED ELEVATOR INSPECTOR (CEI) # 0 O CD CD CD 0 CD 0 CD 0 0 0 CD 0 0 O TYPE OF INSPECTION o Routine 0 Alteration Acceptance o Callback Construction Final Acceptance o Temporary Operating Inspection O Accident oComplaint 8 Contract Monitoring Industry Oversight/Audit COUNTY www.miamidade.gov Office of GSA Faci 201 West Miami Fl T 305 -37 ELEVATOR INS DEFINITIONS CEI - FL Certified Elevator Inspector CET - FL Certified Elevator Technician REC - FL Registered Elevator Company VIOLATIONS FOR VIOLATION CODES, GO TO THE INTERNET AT: www. miamidade .gov /gsa/ElevatorMaln.asp Elevator Safety ities & Utilities Management Division Flagler Street rida 33130 -1510 -1577 F 305 -372 -6367 ECTION REPORT Page / of Building Name • Phone Building Address t73 / City 7 /77 14 ' I certify that as the elevator company supervisor, I directly supervised the construction Or see attached elevator Installation affidavit SE 7 CD 0 O 0 5 NU o a CD CD CD 10 ' >�NSq DOO�J 4 4 4 CD , tl<i 7 7 7 7 o o ® o 0 0 or Installation of this elevator. RI AL ` MB ER Z.. SUPERVISOR OF CONSTRUCTION Signature CEI # CET# Print Name Phone Number VIOLATION 1 VIOLATION 2 VIOLATION 3 VIOLATION 4 VIOLATION e VIOLATION 8 0000© 0 ®0 ®0 CD CD CD 0000� © © hJ 0 CD CD CD o®®D 0 0 0 VIOLATION 7 VIOLATION 8 VIOLATION 0 COMMENTS (FOR ADDITIONAL COMMENTS USE SUPPLEMENTAL REPORT) 7 1#r. Periodic Testa 74 t_- - Results — EscJMW Results — Hydro V A - 1 p �f Results Traction Signature Brake Torque Skirt Index Run N/L Relief PERSON RECEIVING THIS REPORT Sw. Sp. ` Slide Trip Sp. Pull out/thru Print Name 43 Phone Number S NOT WRITE CERTIFIED ELEVATOR INSPECTOR certify that I have personally performed or witnessed: 0 Routine inspection Periodic tests as prescribed by ASME A17.1 Acceptance Inspection of new or altered installation as recommended by the ASME A17.2 Inspectors Manual 0 Violations cited on the previous inspection report have been corrected. O Installation meets or exceeds minimum standards of Chapter 399, Florida Statutes, and Chapter 30 of the Florida Building Code adopt tfd by Rule 9B- 3.047, Florida AdiministfBiive Code This device o Complies With O Does Not Comply With Is Exempt From Chapter 399.15, of the Florida Statutes: Regional emergency elevator access /fire key requirements. Signature CEI # ` / REC # ? 7 Print Name '‘, - 7j Ptrone Number... 7 49 oisok NOTICE TO CERTIFIED Completed inspection report must be returned to the ELEVATOR INSPECTOR Office of Elevator Safety at the above address within five (5) working days of inspection. I34. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025C0090 J 07 -17 -95 03 -24-94 X WA FOLIO # CROWN OF ROAD 1 BUILDING OWNER'S NAME BARRY UNIVERSITY CITY MIAMI SHORES TITLE ADDRESS RECCW 1.62 M.4 LATITUDE/LONGITUDE (OPTIONAL) ( # - ##' - ##.#if' or #1#.1 PRESIDENT NA 805 E BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 140 NW 115" STREET PROPERTY DESCRIPTION (Lot and Blodc Numbers, Tax Parcel Number, Legal Description, etc.) 36 -52.41 38.80AC M/L SW 1/4 OF NW 1/4 LESS EAST 40 FEET BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAUDORMITORY B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER VILLAGE OF MIAMI SHORES 120652 B2 COUNTY NAME MIAMI-DADE B3. STATE FL B10. Indicate the source of the Base Rood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ► Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. ff no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. -a-i below according to the bolding diagram spedfied in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 1929 NGVD Conversion/Comments Elevation n ferenoe mark used N-566 Does the elevation reference mark used appear on the ARM? ❑ Yes ►�∎ No a) Top of bottom floor (including basement or endosure) 14. 55 ft(m) Ti b) Top of ned higher floor 24.22ft(m) c) Bottom of lowest horizontal structural member (V zones only) N/A . fL(m) 1 c d) Attached garage (top of slab) NIA. ft(m) 21 10 96P A 14 . 1 e) Lowest elevation of machinery and/or equipment servidng the building (Describe in a Comments area) 15.01 L(m) # 1 f) Lowest adjacent (finished) grade (LAG) 13.6 ft(m) z SD Albert R Toussaint Highest ad]acent (finished) grade (HAG) 13.9 ft(m) 907 h) No. of permanent openings (flood vents) within 1 ft above adjacent grade WA Order 1 350 i) Total area of all permanent openings (flood vents) 1n C3.h WA sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME ALBERT R TOUSSAINT UCENSE NUMBER 907 620 N.E 126 Street SIGNATURE 4 e4a.a... .j EMERGENCY MANAGEMENT AGENCY ONAL FLOOD INSURANCE PROGRAM EVATION CERTIFICATE Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: ® NAD 1927 ❑ NAD 1983 STATE ZIP CODE FL 33161 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 2005 For Insurance Company Policy Number Company NAIC Number SOURCE 0 GPS (Type): ❑ USGS Quad Map ❑ Other. COMPANY NAME A.R TOUSSAINT & ASSOCIATES, Inc. CITY STATE ZIP CODE NORTH MIAMI FL 33161 DATE TELEPHONE 09142 3058917340 For hsrranoe Company Use: Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDING STREET ADDRESS (Inducing Apt, Unit, Sum, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 140 NW 115 STREET CRY STATE ZIP CODE MIAMI SHORES FL 33161 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Inatome agent/company, and (3) building owner. COMMENTS C3(e) A/C Pad 15.01 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), compete Items El through E4. tithe Elevation Certificate is intended for use as supporting infamrnation for a LOMA or LOMB F, Section C must be completed. El . Building Diagram Number _(Select the buliding dlagran most similar to the bolding for which this certificate is tang completed – see pages 6 and 7. If no d agram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (iindudmg basement or endosure) of the buffing is _ft(m)_in.(an) ❑ above or ❑ below (check one) the tugestaaa ntgrade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the nod higher floor or elevated floor (elevation b) of the burg is _ fL(m) _in.(cm) a>ove the tdghest a acant grade. Complete items CU and C3a on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft(m)_in.(am) ❑ above or ❑ below(chedc one) the highest acllment grade. (Use natural grade, if avalable). E5. For Zone AO only: If no flood depth number is available, is the top cf the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3a only), and E for Zone A (without a FEMA-Issued or cornmunity- issued BFI or Zone AO must sign hers The stateme tsin Sedions A, B, C, and Earecarectto the best afmylcno ledga PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to a lm inister theoammunity'sfloodptan management ordinance cat complete Seniors A, B, C (or E), and G at'this Elevation Certificate. Complete the appIIca1 a item(s) and sign below. G1. ❑ The Information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation Information. (Indicate the sauce and date of the elevation data in the Comments aea below.) G2. ❑ A communty offda competed Section E for a building Iocated in Zone A (without a FEMA - Issued or corm unity-issued BFE) or Zone AO. G3. ❑ The following information (item G4-G9) is provided for anmunily fioodplain tmimye►lat+d purposes. G4. PERMIT NUMBER G7. This permit has been issued for. ❑ New Constudion ❑ Substantial Improvement G8. Elevation of as -cult lowest floor (tndudi ng basement) of the building is ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft(m) Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS G5. DATE PERMIT ISSUED CITY DATE TELEPHONE TITLE TELEPHONE DATE ❑ Check here if attachments STATE ZIP CODE ❑ Check here if attachments G6. DATE CERTIFICATE of OMPLLANCEIOCCUPANCY ISSUED Obit OP Required Miami Shores Village Building Department CERTIFICATE OF OCCUPANCY CHECKLIST BUILDING PERMIT CARD - Containing fmal initials of all inspectors Sro'-k' 3'/ SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2913.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (on septic or private water) Note: If house has a septic tank, approval letter is required from the health dept. SOIL COMPACTION LETTER - (density reports required) 1 BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Emergency CO (without 24 hrs. processing) additional fee is $80.00. Temporary CO (up to 90 days maximum) $75.00. Residential CO fee is $150.00. Commercial CO is $200.00. Approved Date chc- 1/20/05 7