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RC-15-1239 (3) Miami Shores Village ► - �� Building Department NOV 23 2015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 �By: Jo`JTel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20J/-/ BUILDING Master Permit No. P RMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: � � -�fA— cl City: Miami Shores County: Miami Dade Zip: a Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):_�X�_Qn>Q_!� L�ETS)bk�-. Phone#: Address: P City: '� S�(j_ S� State: W Zip: 1_22a2p Tenant/Lessee Name: Phone#: Email: r CONTRACTOR:Company Name: �( mc)'L3 —PhoneM aCE 3cx) _2:k0_b Address: `,PC, IQ2.1 5-&5 City: -State: Zip:33 k`3P"s Qualifier Name: �,�2C �� 5/ Phone#: � � 7AO-12 State Certification or Registration#: C,OC, 0j_-1&-`1 Certificate of Competency#: DESIGNER:Architect/Engineer:=gig (�(1fi Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/linear Footage of Work: q Type of Work: "-;4 Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demoli ion Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ " Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ •CJ3 Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,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 i ued. In th a ence of such posted notice, the inspection will not be approve and a reinspection fee will be charged. Signature A It Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of LO / 2/0 �S---J by —� day off�(Jf/Q �20 �.J� ,by 1r�P_C(�'7 �h6 Is pers�ona'f(y known to � r/'�4personally known to me or who has produced � -- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: It �^.` Print: Lio, Nagy 1�11K}1id§4�ie of Florida 111, Pill Seal: J�tl�l�I� @IlEiano Seal: Jo P®FflR1155iol FF 082753 W."") 00% Nota1y PUNIC State of FloridaEr�ir�§djli2noie Jo f=eliciano MY CoFflff IM1l0h FF 082753 Ex teStt15 o* APPROVED BY Plans Examiner Zoning I Structural Review Clerk (Revised02/24/2014) 1 r /2- o Royal Truss Manufacturing 0 5075 NW 79th Ave. Doral, FL 33166 Royal Truss el: (305) 822-0020 4ax: (305) 851-5860 Site Information: Project Customer. Com+ 1 '� U.ARENAS NOV 3 2015 BY: Site Address286 NE 99 ST. MIAMI St: FL. . General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPl2007 'Design Program: 7.35 May 18 2012 Roof Load: 55.0 psf Floor Load: N/A Wind Code: Wind Speed: 175 mph This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5-of the Florida Board of Professional Engineers Rules. No. 1, Date Truss ID# :SaT# 1 05/04/15 GJ6 A0025M 2 05/04115, GRI A0025697 3 05/04/15 H1 A0025698 • • •••••• • • • • •••••• 4 05/04/15 H2 A0025699 •• • • • •• 5 05/04/15 H3 A0025700 • •••••• 6 05/04/15 H4 A0025*1" a, •••••• • • • •••• •• • •••••• 7 05/04/15 H5 A0025702- ' =-i •••••• • • • • • 8 05/04/15 J1 A0025703 **see* •••• • • 9 05/04/15 J3 A0025704 •• •• •0:0 10 05/04/15 A A0025705 •• • •4 •• 11 05/04/15 T1 AD025706 • • ••• • •••• • 12 05/04/15 V12 A0025707 • • • • • • 13 05/04/15 V16 A0025708 • • • •• • 14 05/04/15 V20 A002t74D9 ti 15 05/04/15 V24 A0025710 16 05/04/15 V28 A0025711 17 05/04/15 V4 A0025712 ' 18 05/04/15 V8 A0025713 ?he truss'drawing(s) referenced"5IJ6ve have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters ,provided by Royal Truss Manufacturing, Hialeah.Gardens, FL. Truss Design Engineer's Name: Orlando M. Fortun, P.E. eL 2 ° PE#22249, EB#0005512 if Q .�, lsurlrl� m NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty for the truss ° ° AIM components shown. Page 1 of 1 Engineers Name Date Job Truss Truss Type Qty Ply A0025696 4-12-15 CJ6 " ROOF TRU , 2 1 Job Reference o tional) orJul 9 2015 MITek Industries,Inc. Wed Aug 19 11:35:47 2015 Page 1 ID:fCSLWcRLQ3xyRDeOVsWxhOzJyy3-VaonX?3wKNnGTpjLuUc4SGUSIfgb8Au6Jx32BxymJEg -2-9-15 ,_- 3-10-10 6-11-6 , 2-9-15 3-10-10 ' 3-0-12 ' Scale=1:20.0 3x4 11 5 6 2.83 F12 3x4 4 11 °' N 3 T1 W1 '4 2 5x6 61 1 10 9 4x4 2x4 11 3x4-8 7 42 10. 3-10-10 0-2-10 3-10-10 3-0. •-• ; - :- Plate Offsets(X l)— [2:0-5-4,Edge],[3:0-5-15 Edge] [5:0-2-4,0-1-81 ' • •• so... LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl U01•• •• PLA¢�; GRIP • TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) -0.01 3-9 >999 249•. .. MT20 244/190'•;• TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(TL) -0.02 3-9 >999 180 - - • BCLL 0.0 RepStrawIna NO WB 0.07 Horz(TL) 0.00 8 n/a nil - ;...;. ••••:• BCDL 10.0 Code FBC201 O/TPI2007 (Matrix) • •-• Weight 37 Ib FT=0%. LUMBER- BRACING- •• TOP CHORD 2x4 SP M 30 TOP-CHORD S&uctirral wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=71010-11-5 (min.0-1-8),5=148/Mechanical,8=152/Mechanical,10=0/0-1-8 (min.0-1-8) Max Horz3=217(LC 5) . Max Uplift3=581(LC 4),5=193(LC 5),8=-111(LC 5) Max Grav3=71 O(LC 1),5=148(LC 1),8=161(LC 3) FORCES. (lb)-Max.Comp./Max-Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-11=-459/253,4-11=-385/261 BOT CHORD 3-9=364/370,8-9=364/370 "WEBS 4-8=389/382 NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-,h=15ft;.Cat.It; Exp C;End.,GCpi=0.18;C-C Exterior(2)-2-10-5 to 04-0,Interior(1)0-4-0 to 7-0-14;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotationsboutits center. _ 3)This truss has been designed fora 10.0 psf bottom chord Load nonconc rpt with a y, at a [(�¢�j 4)Refer to girders)for truss to truss.connections. " 5)Provide mechanical conriection(by others)of truss to b�pring a1-to at joint(-J`-"' CON°AA TBJG Bim,PA 6)Provide metal plate or equivalent at bearing(s)5 to supo&t reacgdn shown., CIVIL/9T1Ea OOO. 7)Provide mechanical connection(by.others)4 truss to 6*ing plate capable of withstand,n u ift at'joint 3, 22149 !13 IDmm55t! 193 Ib uplift at joint 5 and 111'Ib uplift at joint 8. 'no$a•M MWACI:K Att 1400A 3365 8)"Semkigid pitchbreaks with Ned heels"Member end fixity model was used in the,analy is of this Wls6F5)w3-bas- FAX-030)262-204 9)Gap between inside of top chord bearing and first diagonal or vertical web shall'not ex $ ZQ15 Continued on page 2 ! .. ,,. . .. .{' ._ i.:1 f .. .... Ci?i` i.tij.. - 1ri.'t•J),`tt f ..{'. .. Job Truss Truss Type Qty Ply A0025696 4-12-15 CJ6 ROOF TRUSS 2 1 Job Reference o tional 7.630 s Jul 9 2015 MTek Industries,Inc. Wed Aug 19 11:35:47 2015 Page 2 ID:rCSLWcRLQ3xyRDcQVsWxhOzJyy3VaanX?3wKNnGTpjLuUc4SGUSItgb8Au6Jx32BxymJEg LOAD CASE($).Standar , i rri .r,, ..,.. . . r '. '•i i'1¢, , ,.u.(1`: it. -ndoi wris:SQ+?l in tlU:an(*jiy:i1? + iAi;.hall nut:.x(eed 0.50r-n . • • • • •••••• •••••• •••• • • •••••• •••••• WaLTIPI'a 651694EM,PA CIA/8TRIC-11 RX PE 21149 EB.000VA 1220 BALL 351h TMAM KAM,FLORIDA 3365 TEL-(305)2624225• FAX-M.W 262-2014 AUG 1 8. 2015 Job Truss Truss Type Qty Pry A0025697 4-12-15 GR1 ROOF TRUSS 11 2 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Wed Aug 1911:35:48 2015 Page 1 IDICSLWcRLQ3xyRDcQVsWxhOzJyy3-znM91L3Y5hv75zlYSB8J_UOg82xAYyFYbockNymJEf ,-2-0-01 5-M , 10-0-0 , 15-0-0 17-0-q 22-0-0 , 27-0-0 , 32-0-0 ,34-0-0, '2-M' 5-M 5-0-0 5-0-0 22 5-M 5-0-0 5-M 2-0-0 Scale=1:60.2 Camber=1/16 in 4.00 F12 4x4= 3x8= 4x4= 3 4 5 6 7 8TA 9 2 19 2010 .n 18 17 16 15 14 13 12 5x6_ 3x5 11 • • • • •••••• •••••• • 5-0-0 10-0-0 , 15-0-0 ,17-0-q 22-0-0 , 27-0-0 •• :.. 32-M , •• ••' 5-0-0 5-0-0 5-0-0 2-0-0 5-0-0 5-0-0 ••••• 5-0.4 ;:6096: Plate Offsets(X,Y)— 2:0-2-0,Ed a 10:0-3-2 Ede [15:0-2-12,0-1-8], 17:0-2-4,0-3-0 0600, • • • —_ LOADING (psf) SPACING- *. 2-0-0 CSI. DEFL in (loc) I/defl UPLATES`••• GRIP•:••• TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) -0.0612-13 >999 24P::: MT20••• 244/4"o•• TCDL 15.0 Lumber DOL 1.33 BC 0.48 Vert(TL) -0.1512-13 >999 18009:0: • .• BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) -0.01 2 n/a n/9 • • • ••• • BCDL 10.0 Code FBC2010/TP12007 (Matrbo • °• Wei�FkoMb FT!M9760 a°76•• LUMBER- BRACING- • • ••• • ••' TOP CHORD 2x4 SP No.2TOP.CHORD- Structural wood sheathing directly aAMIed br 6-0-0 oc BOT CHORD 2x4 SP No.2 aur .!i U11 k1tV .a; ..purii s. WEBS 2x4 SP No.2 _ BOTCHORD Rigid ceiling direttly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 2=989/0-8-0 (min.0-1-8),16=2939/0-8-0 (min.'0-2-7), 10=1.176/048-0 (min.0-1-8) Max Horz 10=-11.1(LC 7) Max Uplift2=-893(LC 4),16=-1966(LC 5),10=1012(LC 5) Max Grav 2=1 344(LC 10),16=4118(LC 9),10=1598(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=2625/1141,3-19=2583/1155,3-4=2471/1132,4-5=12071702' 5-6=309/956,6-7=2750/1453,7-8=-2750/1453,8-9=-3227/1500, 9-20=-3363/1535,10-20=3405/1521 BOT CHORD 2-18=982/2482,17-18=5152/1237,16-17=-3078/1489,15-16=3078/1489, 14-15=924/459,13-14=-924/459, 12-13=1236/2698, 10-12=1271/3132 WEBS 3-18=13/262,4-18=-457/1342,4-17=1353/793,5-17=2132/4528, 5-16=3911/1970,5-15=135212830,6-15=1765/947,6-13=1791/3826, 8-13=1097/668,8-12-501553,9-12=144/512 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: Top chords connected as follows:2x:4-1 row at 0-9-0 oc. Off' Ifs). QOL � Bottom chords connected as follows:2x4=1 row at 0-9-0 dc. 't Webs connected as follows.2x4'-i row atV94 oc. "r COM LTM aroem,Phi 2)All loads are considered equally applied to'ap"plies,exc®pt if n6t6d as front(F),oi+back( ) LOAD Glib./67RIG1111?AL CASE(S)section.Ply to ply connections haV&been prot/kW tb dfstribyte o*106Wnot ' r );unless, FE 22249 Eta 0000 otherwiser indicated. -00 513-A Teaum kka 606A 33a5 ' 3)Unbalanced roof live loads have been considered for this design. TEL-rams 2b24M FAX-(3V3)2&2-WW Continued on page 2 19 2015 Job Truss Truss Type Qty Ply A0025697 j 4-12-15 GRI R YR*' �I 2 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Wed Aug 19 11:35:48 2015 Page 2 ID tCSLWcRL03XYRDCQVSWXhOzlyy3-ZnMSIL3Y5hv76zlYSB8J_UD982XJtYYFYbockNymJEf NOTES- 7-10;Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mp1i;'HVHHZ;TCDL= .Opsf;BCDL=5.Opsfi h=15fG Cat II;Exp C;Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7,Interior(1)0-11-7 to 34-0-9;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. 7)Plates checked for a plus or minus 0 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 893 Ib uplift at joint 2,1966 Ib uplift at joint 16 and 1012 Ib uplift at joint 10. • 10)Girder carries hip end with 5-0-0 end setback. 11)"Semi-rigid pitchbreaks with foxed heels"Member end fixity model was used in the analysis and design of this truss. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)505 Ib down and 231 Ib up at 27-0-0,and 505 lb down and 231 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=-75,3-9=-119(F=-44),9-11=75,2-18=20,12-18=32(F=12),10-12=-20 Concentrated Loads(lb) Vert 18=-277(F)12=277(F) a,,i; ,rtt;rt-4. •.i:stc'i:, ri a'6 t: t:}.,} 0 S .. . .. . .:}.j-{ ;).LUffit'EiC:,;rt�i..+-$.[ift I'tlo;•.a C�fi;')��t.il'=�.fi;i • • .0000•• . ,{ .. • • • • 0000•• ... '. 0000•• • • . . .. . .. .i r1•'". .lrS s' .'tr :. .1. :ir. • 0000•• . ... 0000•• • 0000 _ •• • 0000•• .. . . .. ,. .. 0000•• • • • •' • • - 0 •• 00000 , - 000060 0 • 0 r . r,.v�. ',r... . .. :.1':.,... • • • 0000• . • •• •••• ,.?i;,:, r ,t'; i iti t ..:,; r_. tt . .— .. •000:• .•00}.rlj 0 • 0 •00••• •000•• • • • 0 • • • - .-{�.Y.: , •• • • 009 •000•• 0 • • • • •• • A WaILTMG Eta PA CIA/STRICIIIA& PE 21149 Ea 00050 MO SAL 3th TERRACE)'AMC,FLORIDA 3365 TEL-(305)262-6225• FAX-f39FW262-20t AUG 1 8'2015 j i Job Truss Truss Type Qty Ply 4-12-15 H1 ROOF TRUSS 1 1 A0025698 Job Reference o tional 7.630 s Jul 9 2015 MiTek Industries,Inc. Wed Aug 1911:35:48 2015 Page 1 ID fCSLWcRLQ3xyRDcQVsWxhOzJyy3-znM9tL3Y5hv75zlYSB8J_L]ObS2xItWPFYbockNymJEf -2-0-0, 3-10-14 7-0-0 11-0-0 1540-0 ,17-0-0, 21-0-0 25-0-0 28-1-2 32-0-0 34-0-0, 2-0-03-10-14 3-1-2 4-0-0 4-0-0 2-0-0 4-0-0 4-0-0 3-1-2 3-10-14 '2-0-0' Scale=1:60.2 Camp=1/16 in 4.00 12 4x4= 3x8= 2x4 11 5x8= 2x4 I1 48= -4 5 6 7 8 9 2x4 T2 T1 2x4 3 10 ,o .n 2 21 2211 131 N 3x5= 20 19 18 17 16 15 14 13 3x5= 3x8 3x4= 5x8 2x4 11 3x8= 3x4= ;:12x4 11 .. 3x41 7-0-0 11 15 ,17 -a 21-0 , 2 , 33-0-0-0 f , •••�' • 740-0 4-0-0 4-0-0 2-0-04-0-0 4-0-0 0666?-0-0 .. •••••• Plate Offsets(X,Y)— 2:0-2-8,Ed e,[7:0-4-0,04-01,[9:0-54,0-2-01, 11:0-2-10,Ed a [17:0-4-0,0-2-121 sees- • • *00000 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud,•• •• PLATES:••• GRIIP••••• TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.06 11-13 >999 240 MT2(f f•' 244/19&••• TCDL 15.0 Lumber DOL. . 1.33 BC 0.45 Vert(TL) -0.16 11-13 >999 18CC f• '; • •f BCLL 0.0 Rep Stress Inc► YES '1NB 0.56 Horz(TL) -0.03 2 n/a n/dl • • • ••••;• BCDL 10.0 Code FBC2010FFP12007 (Matrix) ••,WeigW911b FT•=0% f LUMBER- BRACING- •• V: • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc BOT CHORD 2x4 SP No.2 pprlins. WEBS 2x4 SP No.2 BOT CHORD- frigid ceiling directly applied or 64)-0 oc bracing. i'' i MiTek recommends that Stabilizers and required bx£� xpr9ss bracing tq installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=808/0-8-0 (min.0-1-8),17=2123/0-8-0 (min.0-2-8), 11=944/0-8-0 (min.0-1-8) Max Horz 11=68(LC 4) Max Uplift2=-645(LC 4),17=-962(LC 5),11=-097(LC 5) Max Grav2=832(LC 7),17=2123(LC 1),11=963(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-21=-1083/490,3-21=1064/501,3-4=709/322,4-5=-622/331, 5-6=-485/1354,6-7=-485/1354,7-8=-684/439,8-9=-684/438, 9-10=-1097/527,10-22=1427/693,11-22=1447/683 'BOT CHORD 2-20=375/955,16-17=-543/328, 15-16--543/328,14-15=-543/328, 13-14--273/1010, 11-13=-486/1294 ! WEBS 3-20=353/244,5-20=236/667,&47=1 557171p,X17=278/1$16, 7-17=-1259/581,7-14=-587/1325„8-14=-399/275„9-14=41.6/111, ' 9-13--101282,10-1.3--320/228 NOTES- 1)Unbalanced roof live loads Have been considered for this design., 2)Wind:ASCE 7-10;Vult--175mph(3-second gust)Vasd=136mph;HVHZ;TCDt=$Opsf;B h=15ft;Ca TM 6 PA Exp C;Encl.,GCpi=0.18;,C-C Exterior(2)-2-0-9 to 0-1177,Interio((1)0-11-7 xo 340-9;L,tl 80,plate gri�E X49 STRUCMRAL FEID�b5g i DOL=1.60 :at•tx ' 3)Provide adequate drainage to preverl4 w�ter ponding ' Tnm sit 39th tERaecs ttlM,Ft.ORtDA mss 4)Plates checked for a plus or minus 0 degree rotation about its center. - - T9L-t39r 261-625 FAX-(is)262-204 5)This truss has been designed for a 10.0 psf bottom chord live load nonconG t ,111 th an Continued on page 2 - 1 8.2015 Job Truss Truss SType „ .. Qty Ply .- A0025698 412-15- H1` ` ` 'ROOF TRUSS 1 1 Job Reference(optional) fur&-v;;le,;l(, 7.630 s Jul 9 2015 MTek Industries,Inc. Wed Aug 1911:35:48 2015 Page 2 NOTES- `< c r :�;,,,r.'. H'-,-H7i?p•(CSLW�RLQ�c�r +slNxltOzJyy3znM91L3Y5hv75zIYS68J_UObSacItWPFYbxkNymJEf 6)Provide mechanical connection(by others)of truiss to bdarmg plate caipAlo of wfht tandirig 645 lb uplift et joint 2;,962 Ib uplift at joint 17 and 697 lb uplift at joint 11. 7)”Semi-ngidpp�1tchbreaks with'faed heels"MomW 6Mfaity model was used in the analysis and design of this truss. -- yp 7jy i5 1 .. .. ,.. .. _. — .. •, .0000•• '. _ .. ..':.t. i.y,.. .;,c; r-'+f,, t t ^�.,r,�51� > i �, .r - u... i,..c.• 6 j • 0600;• 60 • :y tl:,A'1 i! )161 fl'i�✓Li C�t:rr 11 F..^:i i`Y .6.06 • 0 060.6• • 66666• 6. 000000 0 •006 •6 • 000600 ' - •6666• • • • 0 • 0 •0 00000 606060 6006 • 6 - • • • 66666 06 06 0666 •66666 •06666 0 0 • • 0 666666 066666 6 • • • 00 • 0 •0• 66660• so ' I • CG aLTWx PA GIVE/STFICR RA1. F°E 73249 E8.0m05AS 1210 6111 M TERRACE NAME,FLORIDA 3985 TEL-(305)261-6125- FAX-030)262-20W 1 8.2015 Jab Truss Truss Type Qty Ply A0025699 4-12-15 H2 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Wed Aug 1911:35.49 2015 Page 1 ID:fCSLWcRL03xyRDcQVsWxhOzJyy3-RzwXyh4Ar 1a7&?vPYXhZmmSJFcuUOmFY9GpyWEe ,,2- 1 4-10-14 , 9-0-0 15-0-0 � 7-0-0Q 23-M 27-1-2 , 32-M ,34-0 -0 2-M 4-10-14 4-1-2 6-0-0 2-M 6-0-0 4-1-2 4-10-14 Scale=1:60.2 4.00 F12 4x8 2x4 11 4x8= 4 5 6 7 3 8 W cb 2 19 I 1 209 A 18 1716 15 14 13 12 11 i••• _. d _.. .5x8= _ 2>•1 NI � 2X4 IT • •_ . .....•a•��• .... - . .' .. •• • 0000•• 1,f1;"1TGT(.lflt 0000•• • 0000•• . - ,- - 0000 • •• 0000• ' r ',•' .. :. '._ "s••••• 0000 see** 7..• f 3 2'�s-ii `" , 0000•• ••i• �'••••• • 0000•• • • • • • • 0000•• 0000•• 4-10-14 , 9-0-0 , 15-M 117-0-Q 23-M 27-1-2 •a 32-0-0 , :•••• 4-10-14 4-1-2 640-0 2-M 6-0-0 4-1-2 •• • 4-10 14;•; • Plate Offsets(X Y)— [2:0-3-14,0-1-8],[4.0-5-40-2-0] [7:0-5-4,G-2-01,[9:0-2-8 Edge] [15:0-4-0,0-2-121 •• • LOADING (psf) SPACING- 240-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.73 Vert(LL) -0.0511-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(TL) -0.11 11-12 >999 180 BCLL 0.0 Rep Stress Incr YE5 WB 0.89 ,x ;, Horz(TL) -0.05 2 A,�n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matra) r; Weight:159 Ib FT=0% LUMBER- _. _ BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guida. REACTIONS. (lb/size) 2=796/0-8-0 (min.0-1-8),15=2145/048-0 (min.0-2-9),9=933/0-8-0 (min.0-1-8) Max Horz9=68(LC 4) Max Uplift2=-637(LC 4),15=951(LC 5),9--689(LC 5) Max Grav2--8W(LC 7),15=2145(LC 1),9=966(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forms 250(lb)or less except when shown. TOP CHORD 2-19=-1068/404,3-19=-992/418,3-4=-449/213,4-5=314/1057, 5-6=313/1057,6-7=35/413,7-8=-844/422,8-20=1360/615, 9-20=-1437/601 j BOT CHORD 2-18--291/932,17-18=-291/932,16-17=7/387,15-16--7/387, 14-15=-4131294,13-14=-,145176?,12-13=-J45n62, 11-12:p-4Q8(1278, 9-11=-4(81278 Y r WEBS 3-17=611/308;•41758/361 414=-148 ( , -. - 11 _ . Iy4-1 4/6tl-15=1171!526,6=1'4= 72f68-12=579/29 �, r - ' I NOTES- CON8111 wx PA 1)Unbalanced roof live loads have been considered for this.design: /STNOG7l1RAI- 2)Wind:ASCE 7-10;Vult=175mph(3-second'gust)Vasd=136mph;HVHZ;TCDL=5.Opsf; C L p h=15ft;Catr*7!149 Ea COMM Exp C;Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7,Interior(1)0-11-7 to 34-0-9;L m D .60 platW4TW M 7EWACE KAa,ROVA 3M DOL=1.60 TM-005)20-6225- FAX-005)262-204 3)Provide adequate drainage to prevent water ponding. " Continued on page 2 Y 9 2015 i,C:i . <1�;,., r�'nil,:c•'.. '1, . o Job Truss Truss yDd Q11 pN j A0025699 I 4-12-15 H2, ROOF TRUE ` 1 1 Job Reference o tiona 7.630 s Jul 9 2015 MiTek Industries,Inc. Wed Aug 19 11:35:49 2015 Page 2 ID..ICSLWCRL03xyRDcQVsWxhOzJyy3-RzwXyh4Ar 1a7tk?vfYXhZmmSJFcuUOmFYSGpymJEe NOTES- 4)All plates are 3x4 MT20 unless otherwise indicated.,. !. c- 5)Plates checked for a plus or minus 0 degreepOdda<al= its�wnftfriZ: 6)This truss has been designed for a,10.0 psf boftom,.chdrd,IWWoad(nl cwcraxrt*th an"theb"Ioads,:v:r:- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 637 Ib uplift at joint 2,951 Ib uplift at joint 15 and 689 Ib uplift at joint,R.,- ._�:. . j 110 , .I,;,,4 8)"Semi-rigid pitchbreaks with fared heels"Member end fbdiy model was used in the analysis and design of this truss. LOAD CASE(S) Standard • ' ft:'ri .:4tr,a'i.',.ry- ..;;lg`./Evh•;.,< r=:r.Ks:',.�. .• ... •. • •. ... •••••• •••• ••••• ., ,,,,:. .. '';.:;I:ter." ..v: 0 ... . .. ,... . a . ..i'1-:. ;!Ji. ,�7:.. •••••• • • .. .. 'n.' . . .. i., ,iii:: .. ,yip ,,t.E'. '.aS .. ,.i).;, r.. ,. ,..tl:Cl :w4 .,, .. ..,f • • •••••• CIVIL 13TRICI 4 A PE 11149 Ea OOOSSA 1210 SA 39th MaZACE MAM,ROWA 3365 TM-(305)262-6245• FAX-(303)262-WW AUG 1 8.2015 i i Job Truss Truss Type Qty Ply A0025700 i 4-12-15 H3 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Wed Aug 1911:35:49 2015 Page 1 ID:rCSLWcRLQ3xyRDcQVSWzhOzJyy3-RzwXyh4Ar 1a71k7v"MMCSJicywOmFY9GpymJEe -2-0-0, 5-10-14 , 11-M , 15-M ,17-0-q 21-0-0 26-1-2 , 32-0-0 ,34-0-0, 2-0-0 5-10-14 5-1-2 4-0-0 2-0-0 4-0-0 5-1-2 15-10-14 2-0-0 Scale=1:60.2 4x8 2x4 11 4x8= 4.00 F12 4 5 12 6 7 3 8 LO 2 19 I I 209 o A ;�1R R3 R1 U Tn 10i o ' • • 18 16 15 14 12 •11 • �•••ry�5 •••••• 1�':� 5x8= ' fv ? ly • • 2x4 II �Y6•I� • • o • ' � };• .. . ... ..•i►ii-tip • • • •. • V. • .. •••••• •••• .iris•• •• •• •••• •••••• • • • • • •••••• 5-10-14 1 11-0-0 15-0-0 ,17-0-q 21-0-0 26-1-2 :1 •••32-0A0 , :•••; 5-10-14 15-1-2 4-0-0 2-0-0 4-0-0 5-1-2 •5-10-1014 • Plate Offsets(X Y)– [2:0-3-14,0-1-81,[4:0-5-4,0;-2-01,[7:0-5-4,0-2-01,[9:0-2-8 Edge] [15:0-4-0,0-2-12] •• • LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.05 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(TL) -0.11 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix) Weight 165 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 ;y � „W T91?CHORD ;$fractural wood sheathing directly applied or 4-11-7 oc BOT CHORD 2x4 SP No.2 urlins. WEBS 2x4 SP No.2BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except s�-0-0 oc bracing: 15-16,14-15. Mi Tek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=727/0-8-0 (min.0-1-8),15=2275/0-8-0 (min.0-2-11),9=873/0-8-0 (min.0-1-8) Max Horz 9=68(LC 4) Max Uplifl2=-613(LC 4);15-976(LC 5),9=-663(LC 5) Max Grav2=795(LC 7), 15=2275(LC 1),9=930(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19-901/302,3-19=-817/319,3-4-10/359,4-5-330/1187, 5-6=-330/1186,6-7=-97/630,7-8=-4221232,8-20=1209/531, 9-20-1293/514 BOT CHORD 2-18--1901769,17-18--190/769,16-17-1901769,15-16=-310/279, 14-18=-63%399, 13-14=0/340,1213=0/340,•'11;12-321/1138„ 9-11--;21/1138 WEBS 3-16=907M48,:4-16=109/407,4-15=1280/517 5 15=-305197, 6+151172/508,6-1'4=-259/770,7-1.4=-1097!432,`7-12--112/417; 8-12=-880/43.,; ff -: I Qf�ff1 NOTES- '° I .CGN8LLTWj PA. + ( �a VF rt()1.1 - 1 .1 .< c, CI)&/8•Ifa1-71AAL 1)Unbalanced roof live loads Have been con#0red for th r esi 12149 Fes. OOOM 2)Wind:ASCE 7-10;Vult=175mph($-seppn�.gUst)Vasd=l mp, ;WHZ;T6-60 6� .f L h=15ft;CaFTF Exp C;End.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7,16ikor(1)0-11-7 to 34-0-9;L im D .60 plates 3%TEMAM M4,RZFWA 3335 DOL=1.60 tet-(M)2624M FAX-OM)262-2014 3)Provide adequate drainage to prevent water ponding. ' Cbht1nued'on•page 2 -+, 1 �-2�}�J i - . . ,. �• . .. �i::. 00,00 . ,.. . Job Truss ,7, •,.. - :, .. ply 4-1245lf3 trr,:'RC3OF'TR1J, l;i2T '-t5=-305119?. 1 1 A0025700 Job Reference(optional) 7.630 s Jul 9 2015 M?ek Industries,Inc. Wed Aug 1911:35:49 2015 Page 2 NOTES- ID.•fCSLWcRLQ3xyRDcQVsWxhozJyy3Rr 1 zwXyh4Azi7&7vtYXhZMCSJIcywOmFY9GpyrnJEs 4)All plates are 3X4 MT20 unless otherwise indicated.: 5)Plates checked for a,plus or minus 0 degree rotation about its;center.. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurfent with any other live loads.. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 613 Ib uplift at joint 2,976 Ib uplift at joint 15 and 663 Ib uplift at joint 9. F:.,. ;,=:c. ,, 8)"Semi-rigid pitchbreaks with fb(ed heels"Member end fodty model was used in the analysis and design of this truss. LOAD CASE(S) Standard 0000•-• • • 00.000 • 00. ;:elk�'11ici 00 0 •000•• • ,7':i !•. '0 �•1.••i • 000000 0�.•�'� `•000 ,'.., '.'.•�`:..'�. ,:p0�_ .+.. • • • • 0 0000 a 00 00000 ;QrT(Jr 00.•00• ••••• ••••• • +«'[,:!m chrrd (rad nUitwncur,fret with any other Ow o:-J„ •• •• 0469 •••••• , 0000% t.: .d fn i`rdi.Yr:^I:)it•r a':•'t;)(c c , ., 'I:i:! t �,;,�•, , .:L. ... .. ,.. t:::;; . , . 0000•• 00 • F0CO OLT9JG BJGAeV5,PA CIYL/OTRJMURAL M 27149 Ea OOOVA 1220 SAL 35th TERZACE MW ROWA 3355 TEL-(305)262-6225 PAX-(305)262-2014 AUGQ i Z S 2015 Job Truss Truss Type Qty Ply A0025701 4-12-15 ' H4 ROOF TRUSS 1 1 Job Reference(optionao 7.630 s Jul 9 2015 MiTek Industries,Inc. Wed Aug 1911:35:49 2015 Page 1 ID:fCSLWORLQ3xyRDcQVsWxhOzJyy3-RzwXyh4Ar 1z17*?vtYXhZ13SIHwMmFY9CspymJEe -2-M, 6-10-14 , 13-0-0 19-0-0 j 25-1-2 1 32-0-0 x34-0-Q 2-0-0 6-10-14 6-1-2 6-0-0 6-1-2 6-10-14 2-0-0' Scale=1:61.3 Camber=118 in 4.00 Ff2 4x8= 5x8= 5 6 3x5 7:.-- 4x4 34 78 .n n 2 18 R1 R9 l 199 1 10- 17 16 15 14.1312 11 :•••:•t c 2x4 11 5x6_..; 2x4 • • •••••• • • •• ' iCiaC•SLvvcRl.Lt3xyt=ilcC�\icfds+U?.,yr;•F?,n,x,Y'!'s.. ,. L'••e: �••i��, •• •• •••• •••••• 6-10-14 13-0-0 . 17-0-0 ,19-0:0 25-1-2 32-0-0:,,_:_ , •••••• 6-10-14 16-1-2 4-M 2-0-06-1-2 A4-10-14 ' Plate Offsets(X,Y)— 2:0-3-6 Ede 4:0-2-7,0-1-8 [5:0-5-4,0-2-41,[6:0-5-4,0-2-81, :0-2-0Ede 9:0-3-6,Ed e, 14.0-3-00-3-0 • ••• • • •• • LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 ;; TC 0.78 Vert(LL) -0.05 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 43 Vert(TL) -0.45 2-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix). Weight:156 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 448-8 oc BOT CHORD 2x4 SP No.2 1. purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers andrequired cross biacing.tie'.lnstaAed during truss erection,in accordance with,Stabilizer Installation guide. REACTIONS. (lb/size) 2=843/0-8-0 (min.0-1-8),14=2338/043-0 (min.0-2-121k9=694/0-8-0 (min.0-1-8) Max Horz 2=68(LC 4) Max UpIWQ=-652(LC 4), 14=-972(LC 4),9=-602(LC 5) Max Grav2=918(LC 7),14=2338(LC 1),9=784(LC 8) FORCES. (lb)-Max.'Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=1184/446,3-18--1165/468,4-5=-781313,5-6=314/1190, 6-7=157x/70,7-8=158/596,8-19=771/251,9-19=789/229 BOT CHORD 2-17=-251/1026, 16-17=251/1026,15-16=-251/1026,14-15=242/257, 13-14=-640/440, 12-13=-640/440,11-12=115/654,9-11=115/654 WEBS 3-17=0/282,3-15=1112/547,5-15=131/483,5-14=1.456/611, 6-14=13,19/575,;6-12=133/464,8,1277-.11131/555,8-117. 1 q-0_,) 16_1., NOTES t i 1)Unbalanced roof live loads have been considered for this design. ! ' 2)Wind:ASCE 7-10;Vuft=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5:Opsf E Ch- o qgx�� Exp C;End.,GCpi=0.18"C-C Exterior(2)-2-0-9 to 0-11-7,'Interior(1)0-11-7 to 34-0-9;L m b at pp 'JSI DOL=1.60 COtLT@JG B 'w PA 3)Provide adequate drainage to prevent water'ponding. r' CNOL/STRZTWAt, 4)All plates are 3x4 MT20 unless othervvise.indicated. PE 1'1249 Ee�.00OV12 5)Plates checked for a plus or minUs O'degree`rotation about its center. 1220 SAL 3�t,'rO AM KAM KOWA 3355 6)This truss has been designed for a 10.0 psf bottom chord five load nonconc ri nth a y ads. 'FEL-005)26242,229- FAX-(305)262-20M Continued bn page 2' rUF'U��> Ii Str.j;:.. Job TrussL�7FTT ype' ' My Ply A00257d1 I 4-12-15 H4 RUSS 1 1 Job Reference(optional) 7:634 s Jul 9 2015 MiTek Industries,Inc. Wed Aug 1911:35:49 2015 Page 2 'ID'sfCSL`V(/cRL437fyRDaClVsWxhOaJyy3LR2arXyF><Mr 1zi7&?vfYXha3SIHcu7QmFY9GpymJEe NOTES- 7)Provide mechanical connection(by of tsybf ftt ,fo bearing plate capable of withstanding 652 Ib uplift atjoint 2,972 Ib uplift atjoint 14 and 602 Ib uplift atjoint 9. .. ;,r t . . .. ::",; •,,:< S)"Semi-rigid pitchbreaks with fb(ed heels"Member eW model Was used In the analysis and design of this truss. 1'. . . .. -. j. _, .... j. .. .T..r ,trJ, . i,:, �, 'u ..bh:.;•J, :?i'r _,l'}fl:.ni.r..ihUsf,. ., ....,Ju LOAD CASE(S) Standard •ee:*D • 0000•• • 060000 • • • eggs 00 gegos 00.00• •e•• Does* r•• 6• 0.66 •6•D•• • •• • • •e• • • • • Co7ff'�®ff�s O Dpi tr t7 i CC aLTtMG E PA Chi:/9T1dCPAV4l- PE 71149 EBS Q1 XW12 i -WO 519 3%h TEI aiAl E hOAM,FLORIDA 33M TEL.-(303)262-6229• FAX-(304)462-2014 i AUG 1 8.2015 i 1 Job Truss Truss Type Qty Ply A0025702 4-12-15 H5 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Wed Aug 19 11:35:50 2015 Page 1 IDfCSLWcRLQ3xyRDcQVsWxhOzJyy3-w9UvA15oc19gKGSwZcAn3v6z3sUBLQ Y?vHjoGymJEd r2-0-Q 5-6-8 , 10-3-4 , 15-0-0 17-0-9 21-8-12 , 26-5-8 , 32-0-0 34-0-q 2-M 5-6-8 4-8-12 4-8-12 2-0-0 4-8-12 4-8-12 5-6-8 2-0-0k Scale=1:68.6 Camber=7/16 in 4.00 FIT 54= 5x8Ta = 6 7 3x4 3x4 5x6 8 5x6 4 9 5x6 22 ,� 2 3 21 10 5x6 N 1 1 Lo 11 N 18 17 16 15 14 13 12 0 19, — 4— 4x6, ,, 3x4.= 3x$_ • 3x8= 4x6`— • • • • •• • • • • �'��s�• • ••••% • • •••• •• • • • ••.•• • •• ••••• •• •• •••• •••••• • •••••• • ', 9999 ... • 0-x,-11 7-10-14 , 15-M 17-0-Q 24-1-2 , 32-n : 32,1,-1,% 9096;. 0- -11 7-10-14 7-1-2 2-0-0 7-1-2 740-14 0-VIS Plate Offsets(X,Y)— [2:0-3-11,Edge],[3:0-4-0,Edge],[4:0-3-0,0-3-0],[7:0-54,0-2-8),[9:0-3-0,0-3-0],[10:0-4-0,Edger,11.17.0-3-1 1,Edgpl 99. :'•06� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATe? GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) -0.3013-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.97 VergTL) -0.7413-15 >508 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 r,;Hod(TL) 0.22 10 n/a n/a ,1,• - 3xt BCDL 10.0 Code FBC2010/TPI2007 {MatrixZ_�. � '.,� ��-� Weight:168 Ib FT=0% LUMBER- - '�iACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc BOT CHORD 2x4 SP No.2 purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=1937/0-8-0 (min.0-2=5),16=1937/0-8-0 (min,:0-2-5)i 19=0/0-1-8 (min.0-1-8),20=0/0-1-8 (min:0-1-8) 4x6 Max Horz 3=20(LC 41 Max Uplift3=-946(LC 4),10=-946(LC 5) Max Grav3=1937(LC 1), 10=1937(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-21=-4211/1756,4-21=-4126/1772,4-5=3861/1640,5-6=-2850/1301, 6-7=2649/1280,7-8=2847/1300,8-9=-3862/1640,9-22=-4127/1772, 10-22=-4212/1756 BOT CHORD 3-18=1523/3882,17-18=-1267/3350,16-17=1267/3350,15-16=-899/2646, 14-15=1273/3350,1.3-14=1273/3350 10�13r-1544/3883 i j WEBS 4-l8-3781274,571&'--99/466,5-16=-891M66-6-16--2291,597, i 7-15=228/600,8-15-894/4 6 8-13=100I�4�7 -� 781 4 NOTES- 1)Unbalanced roof live loads have been considered for this design. , ;PA 2)Wind:ASCE 7-10;Vuit=175mph(3-second gust)Vasd=136mph-,HVHZ;TCDL=6.0psf,B =15ft;CaL - Exp C;End.,GCpi=0.18;C=C Extedor(2)-2-0-9 to 0-11=7,,Interior(1)0-11-7 to 34-0-9;Lu 60 plate gri�;E�9 $ EEL000a511 .DOL=1.60 3)Provide adequate drainage to prevent water ponding. Wo 3A1.301,MaZAM Bare,11DODA 3330 4)Plates checked for a plus or minus 0 degree rotation about its center. TEL-(te)262- 228• FAX-OVS)262-2014 5)This truss has been designed for a 10.0 psf bottom chord live load nonconci rrentswith anAUG Continued bn page 2 1 -8- 2015 .-30. 9r'`i: ?F:i1,33517, 15 ?Fi-••5'?J/2 46. ` Job Truss TrusI IQty Ply 412-15 1 Job Reference(opdonaQ 7.630 s Jul 9 2015 MTek Industries,Inc. Wed Aug 19 11:35:50 2015 Page 2 IDICSLWcRLQ3xyRDcQVsWxhOzJyy3-w9UvA15ocI9gKGSwZcAn3v6z3sUBLQ_Y?vHjoGymJEd NOTES- 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19,•20. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 946 lb uplift at joint 3 and 946 Ib uplift at joint 10. 8)"Semi-rigid pitchbreaks with fixed heels't MembereW fixity model was used in the analysis and design of this truss. .E.>.,•,,:,ei„n»ruut sm cEinter LOAD CASE(S).Standard. ;, . ;r }:`( r.:cnord int-iond nor'co?rUrr-nt vvithi any othet liy^Inds:; �:•;,;.,,,�,at t4r ��*;fir+,Y.� •••••• • Jul ? ...r',C.}.lStli.� irr•. i! C. _vA:kL'::xgr�li{;r';siJ.h,;_.Jy.r.'., };,.r :., a•••••' • ' I - I I CO O LTWX BJGttem,PA Ch&/67RdCIPA1. P.E.12145 E&OOOV 1 MO SAL 39th iMAM hwt F jMDA 3385 ' I TEL-(305)7626725• FAX-(305)267-2014 AUG 1 8'2015 Job Truss Truss Type Qty Ply A0025703 4-12-15 J1 ROOF TRUSS 4 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Wed Aug 1911:35:50 2015 Page 1 IDfCSLWcRLQ3xyRDcQVsWxhOzlyy3-w9UvA15od8gKGSwZcAn3v8 Gsj6LYhY?vHjoGymJEd -2-0-0 1-1-8 2-0-0 1-1-8 Scale=1:6.6 3 4.00 F12 2 r ao C5 T1 B1 I 0 o° o o° 0o a • ...•r d •. • ••••i• •• _.. .4x� ��••. • .•••••. C' ._ • • . . . • .. .�...• goo •••••• •••• ••••• • . . MOL ...... LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLAT€p•: GRIP TCLL 30.0 Plate Grip DOL • 1.33 TC 0.56 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 . BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:7 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1'-1-8 oc BOT CHORD 2x4 SP No.2 pudins. BOT CHORD. gid ceilingdirectly.applied or 1 Q-0-0;oc bracing. lyy ek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=158/Mechanical,2=44810-8-0 (min.0-1-8),4=10/Mechanical Max Horz2=146(LC 4) Max Upliffl-158(LC 1),2---684(LC 4) Max Grav3=278(LC 4),2=448(LC 1),4=21(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf,h=15ft;Cat.11; Exp C;End.,GCpi=O.18;C-C Exterior(2);Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been desjgned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 158 Ib uplift atjoint 3 and 684 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fbdty model was used to the anal . LOAD CASES) Standard 'CONSI1LT110,BJH PA e /B {; .1111111110 lot i;t. it CIVIL/STRIVI RAL nn•r ;P,11;..r. PE 72249 E.B.00OM ,920 5139th 6 acE MM,RDFOA W55 TE(._(3109)262-6225• FAX-('39)262-201 AUG 1 8 2015 Job Tn)ss Truss Type A0025704 4-12-15 J3 r ;;p RQ9 N,5 SS i„f}mnciel was used in the analysis and ldt lffaefggfice ii tional 7.630 s Jul 9 2015 MiTek Industries,Inc. Wed Aug 19 11:35:50 2015 Page 1 'F IDiCSLWcRLQ3xyRDcQVsWxhOzlyy3-"UvA15od9gKGSwZc4n3v6xts[ALYhY?vHjoGymJEd -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:9.9 3 4.00 12 6 2 T1 61 5 1 0000•• Q • • • 0000•• • 0 .3x4 ... .. .. ' •• • ;a 00.!0:0;• — . . 4_• •._01, �'.. 0000 •• • • • 0. • ,} �• 0000 • •• •000• • • 0000•• 0000 00000 • • • •• •• 0000 000000 0 •00••• • • 3-0-0 • 3-M . . :0000 . . Plate Offsets(X,Y)— LLO-3-6,Edgel •0.0 • •••••• LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES• 0 GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight: 12 Ib FT=0% LUMBER- BRACING-l TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc BOT CHORD 2x4 SP No.2 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=-4/Mechanical,2=454/048-0 (min.0-1-8),4=25/Mechanical Max Horz2=185(LC 5) - Max Uplift3=-47(LC 5),2=591(LC 4) Max Grav3=90(LC 4),2=454(LC 1),4=50(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;Cat.11; Exp C;End.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7,Intador(1)0-11-7 to 248-0;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girders)for truss to-truss connections. - - - - 5)Provide mechanical connection(by others)of truss-to bearing pla he:mpabiewofwi#tstand' j 591 Ib uplift at joint 2. . nip 6) Semi-rigid pitchbreak_ .wtth f{iced heels"Merri6er end fitmo,�iellwas use d'111�_analyi �� r' fthiti CONfMTM:B PA LOAD CASES) Standard r' t /STiJIL L •,, . f , . . . PE�4 F..B.ID2OO 1e55f2 1270 61 3&h TEMAM MAN,114110A 3365 7M-(303)162-6225 FAX-(303)261-7014 AUG 18-2015 iJob Truss fiussType'--,,k.;: ,r;'• QtyPly r , • :4--, ,cu• • r: A0025705 4-12-15 J5 RQOF TRUSS 12 1 ' :Job Reference o 'ona 7.630 s Jul 9 2015 M?ek Industries,Inc. Wed Aug 1911:35:50 2015 Page 1 ID.fC$LVVCRL03XYRqC.QVsWVxhozJyy3=vt9UvA15oc19gKGSwZcAn3v6xysgMLYhY9vHjoGymJEd -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:13.6 3 4.00 F12 LC 5 Ti 2• B1 X� so 3x4*= 4 •••••• d:it.:,-_YV':*._i;atyr'tUGr';'.Y oY.i;•i'.z`.., s;;q• ..i•,••`••• • •••••• •••••• •••• ••••• • 5-0-0 . ....:. . Plate Offsets X — 2:0-3-6 Ed e 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES • GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.25,,,.; Vert(TL) -0.06 2-4 >866 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC201 O/TP12007 (Matrbx) Weight: 19 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc BOT CHORD 2x4 SP No.2 purlins. BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing.. MiTek recommends.that Stabilizers and required cross bracing be installed during truss erection,in _. [accordance with Stabilizer installation guide. REACTIONS. (Ib/size) 3=136/Mechanical,2=513/0-8-0 (min.0-1-8),4=45/Mechanical Max Horz2=242(LC 5) Max Uplift3=255(LC.5),2=554(LC 4) Max Grav3=136(LC 1),2=513(LC 1),4=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;•Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;Cat.II; Exp C;Encl.,GCpi=0.18;C-C Extedor(2)-2-0-9 to 0-11-7,Interior(1)0-11-7 to 448-0;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any r,live loads. 4)Refer to girder(s)for truss to truss connections. -_ - 5)Provide mechanical connectjon(by others)of truss.to bearing plate.,capablent-withstandinff t atjoint 3 an 554 Ib uplift at joint 2. [[0��0®� 6)"Semi-rigid pitchbreaks with foxed heels"Member end fixity model was used'in the analysi • of his trus &M LTW.ewerm,PA LOAD CASE(S) Standard GME/STRJCRPAt. P.E.22145 E86 OOO55Q I 1220 SAL 39th TER UM MW FLORIDA 33$5 TEL-(305)2626225 FAX-(30126,2-7041 AUG IS 2015 I I Job Truss Truss Type Qty Ply I A0025706 i 1 4-12-15 T1 MOD.QUEEN 8 1 Job Reference o tional s..J 2015 iTek Ind tries„,lac. Wed Aug 19 11:35:512015 Page 1 ID-fCSLWcRLQ3xyRDcQVSWxhOz.lyy3-0M11NN8QNcHhyQ187Jhocse7LGgz4rhhEYl GUyWEc �2-0-Q 5-10-8 1 10-11-4 16-0-0 , 21-0-12 , 26-1-8 , 32-0-0 P4-0-9 r2-0-0 5-10-8 5-0-12 5-0-12 5-0-12 5-0-12 5-10-8 2-0-0 Scale=1:65.4 Camber=7/16 in 4.00 F12 5x6- 7 3x4 23 24 3x4 2x4� 6 8 2x4 G 3x6 3x6 4 5 9 10 5x6 7�-- 2511 5x6 2 3 22 12 CS 1 18 17 16 15 14 13 d ] 19 21 46= 4x6= 3x4= ��• • 3x8= 3x4= 3x8= : ••• • 0060:0 •• • • • • •+0000 • ••1• - - •0r0: • 4f.; 0000• 0000•• 0000 00000 •• •• 0000 000000 -0-+1 8-4-14 16-0-0 23-7-2 52-19-Q _32;?;8 •••• • 0-4-1 8-4-14 7-7-2 7-7-2 $-4-1.4 •!� Plate Offsets(X,Y)- 2:0-3-11 Ede 3:0-4-0,Ed e, 11:0-4-0 Ede 12:0-3-11,Ed e • • • •••••• LOADING (psf) SPACING- 2-0-0 _.CSL ,DEFL. in (loc) Vdefl Ud PLAT211 • GRIP TCLL 30.0 Plate Grip DOL 1.33 '-TC 0.67 Vert(LL) -0.30 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(TL) -0.73 16-18 >513 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.22 11 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:157 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 STOP CHORD Structural wood sheathing directly applied or 2-4-8 oc BOT CHORD 2x4 SP No.2 ...I purlins. WEBS 2x4 SP No.2 ROT CHORD Rigid Ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP No.2 gs MiTek jecoomends that Stabilizers and required -cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 3=1937/0-8-0 (min.0-2-5), 11=1937/0-8-0 (min.0-2-5),20=0/0-1-8 (min.0-1-8),21=0/0-1-8 (min.0-1-8) Max Horz 3=7(1-C 4) Max Uplift3-981(LC 4),11=981(LC 5) Max Grav 3=1 937(LC 1), 11=1937(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-22=-4207/1869,4-22=-4123/1885,4-5=3801/1711,5-6=3730/1725, 6-23=-2722/1345,7-23=2644/1359,7-24=2644/1361,8-24=-2722/1347, 8-9=3730/1718,9-10=3801/1703,10-25=-4123/1875,11-25=-4207/1859 BOT CHORD 3-18=-1657/3880,17-18=-1346/3264,16-17=1 346/3264,15-16=-1335/3264, 14-15=1335/3264,11-14=-1 640/3880 WEBS 4-18=-441/306,6-18=-110/502,6-16=958/534,7-16=-534/1256, - 8-16=958/531,8-14=105/502,10-14-441/303 �3 NOTES- OO Q�UIY> 11�11e ti QQaIsI 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDl=5,Opsf; h=15ft;Caf1f1C,B ,PA Exp C;End.,GCpi=0.18;C-C Extedor(2)-2-0-9 to 0-11-1' lntq�o(1)0-11-7>o 16 0-0, e ( to 19-0-0` /g 7UWil Lumber DOL=1.60 plate grip 001,=1.60, j ' � , r J-F-M49 Ea 000W 3)Plates checked for a plus or minus 0 degree rotation abet ItScenter. MO s.U1.M TERRACE M01I,ROWA 3355 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with a y ads. TEL-(39W 26242x; FAX-(30)262-2014 5)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)20,21. Z�75 Continued on page 2 AUG 18- ( I Job Truss Truss Type Qty Ply A0025706 412-15 T1 MOD.QUEEN 8 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Wed Aug 19 11:35:512015 Page 2 ID iCSLWcF;U Q3xyRDcQVsWxhOzJyy3-OMI INN6QNdihyQ167JhOc6e7LGgz4rhhEY1GLrymJEc NOTES- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 981 Ib uplift at joint 3 and 981 Ib uplift at joint 11. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fb ty model was used in the analysis and design of this truss. LOAD CASE(S) Standard • .. ..I. .'I+. T .. t.+�`. J:�i '?.,t f;p.3 f1 ;. 'S•i�!_'.(' t: • • • • •••••• •••• ••••• Sir w dim •• •• •••• •••••• • • • • •••••• • •• • • ••• • • • I i CGNli LTWx ENISNEE.-51,FA GhV./STRUCP R& PE 12149 E8.COOM 1210 611139th TERRACE!M,KOWA 3385 TEL-005)262-6225 FAX-(305)262-20N AUG 1 8 2015 Job Truss IY6:iI'U'Vi;- A0025707 4-12-1'5 V12 [Rr(::7,,, Job Reference otional) 7.630 a Jul 9 2015 MiTek Industries,Inc. Wed Aug 1911:35:51 2015 Page 1 [DfCSLWcRLQ3xyRDcQVsWxhOzJyy3-OMIINNSQNcHhyQI67JhCc6eFbG2r4?ghEYIJLiymJEc 6-0-0 12-0-0 6-0-0 6-0-0 Scale=1:19.2 4X4 4.00 FUT 3 2x4 11 2x4 11 4 9 T 1 lo T CS I T Li Li 8 7 6 3x4 2X4 11 2x4 11 2X4 11 3x4 • •••••• • V. • 0 0 12-0-0 12-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lf d PLATES GPJP*000: TCLL 30.0 Plate Grip DOL 1.33 TC 0.14 Vert(LL) n/a - n/a 996• MTV 244A90 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TP[2007 (Matrix) Weight:38 lb FT=0% LUMBER- 13RAcING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 SP No.2 purlins. OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. All bearings 12-0-0. accordance with Stabilizer Installation gui-de. (lb)- Max Horz 1=1(LC 5) Max Uplift All uplift 100 lb.or less at joint(s)7 except 1=-1 09(LP 4), 5=-1 09(LG 5),6=274(LC 47,8=-274(LC 5) Max Grav All reactions 250 lb or less-at joint(s)1,5,7 except 6=363(LC 1),8--363(LC 1) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-6=-277/281,2-8--277/281 • NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult--1 75mph(3-second gust)Vasd1=1 36mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf,h=1 5ft;Cat 11; Exp C;Encl.,GCpi=O.18;C-C Exterior(2)0-10-13 to 4-0-0;Interior(l)4-0-,G.to 6.-0L0,Extedor(2)6-0-0 to 9-0-0; Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation abo;4 its center. 4)Gable requires continuous bottom chord bearing. gm 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurie nt with ar y ads. Tw.BMW--,PA 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstands ig 0 at joints except at--lb)1=109,5=109,6=274,8=274. CKIL/STRZIVA FF_Z1245 EBL OOOM 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analy4 i of this truss. M20 SAL 3M TERRACE MAN,M40DA 3336 LOAD CASE(S) Standard IM-(305)261-6219- FAX-(309)262-2014 AUG 19- 2015 Job Truss Truss Type Qty Ply r A0025708 4-12-15 V16 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Wed Aug 1911:35:51 2015 Page 1 IDfCSLWcRLQ3xyRDcQVsWxhOzJyy3-OM11NN6QNcHhyQ167JhOc6eE2G2m4?3hEY1GUymJEc 8-0-4 ,.. ,. �, .,,;. 16-0-0 , 8-0-0 8-0-0 Scale=1:25.6 4x4= 4.00 rf2 3 2x4 11 9 10 2x4 11 2 T Tcc 1 4 T T 5 ZI1 3x4 8 ;;;i 7 6 • • •3x4 0000• 2x4 11 5x6= ,. •, 2A 11 • •' 0060.0 6••6•• • 61.0•• • 000..0 6 .000.0 • • • so 0 .0000• .••• . 60 60000 • 00.00• 6699 •.•..6 • 16-0-0 00 00 •000 .....• 16-0-0 • . . . . ...... Plate Offsets(X Y)— p:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DfFL. in (loc) Vdefl Ua•• : PLATES ••• GRIP; TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 Vert(LL) n/a - n/a 999 MT26••• ;244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight 52 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 SP No.2 purlins. OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required - --- cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-0-0. (lb)- Max Horz 1=1(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)1,5 except 7=-150(LC 4),6=-287(LC 5),8=287(LC 4) Max Grav All reactions 250 Ib or less at joint(s)1,5 except 7=396(LC 1),6=465(LC 8),8=465(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-7=a319/196,4-6=-378/312,2-8=378/312 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf,h=15ft;Cat.II; Exp C;Encl.,GCpi=0.18;C-C Exteribr(2)0-10-13 to 4-0-0,Intedor(1)4-0-0 to 8-0-0,Exterior(2)8-0-0 to 11-0-0; Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with an o r ds. Coau Y* PA 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstandir g u at joint(s)1 C-l1&/8TRJMWA 5 except at--lb)7=150,6=287,8=287. fiE 22245 Ea OOO A 7)"Semi-rigid pitchbreaks with foxed heels"Member end fixiij 4Ni6del was used in the analysi a des' f this trce®.sm 39th Wa AM KA4,n.0MA 3335 LOAD CASE(S) Standard tqr,�`•1„•,' TEL-(305)761-6215- FAX-(W262-704 AUG 18'2015 { 1 Job Truss Truss Type Qty Ply A0025709 4-12-15 V20 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Wed Aug 1911:35:52 2015 Page 1 ID,iCS�V1(cRLp3xyRDc4VsWxhO&W3-sYbgbj638vPYZacJh1 CF9KBP2gO3psMrSCmptBymJEb 10-0-0 , 20-0-0 10-0-0 10-0-0 Scale:3/8"=1' 4x4= 4.00 F12 4 3 5 13 14 T T Ti 26 T T 1 7 3x4 12 11 10 9 8 • • 3x4 5x6= • • • •••••• • • • •••••• • ••9 0 •••• • ••••% • •••• • •• ••••• • •••••• •••• ••••• 20-0-0 •• •• •••• •••••• - 20-0-0 • Plate Offsets(X Y)— [11:0-3-0,0-3-01 •'•••• • LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ui•• : PLATES ... GRIP .•• TCLL 30.0 Plate Grip DOL 1.33 TC 0.22 Vert(LL) n/a - n/a 999 MT2%0* : 244/1;0 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight:71 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 SP No.2 purlins. OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-0-0. (lb)- Max Horz1=1(LC 5) • . Max Uplift All uplift 100 Ib or less at joint(s)1,7 except 8=278(LC 5),9=246(LC 4),12=278(1_C 4), 11=246(LC 5) Max Grav All reactions 2501b or less at joint(s)1,7,10 except 8=448(LC 8),9=378(LC 8),12=448(LC 7),11=378(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 6-8=-356/300,5-9=312/284,2-12=-356/300,3-11=312/284 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf,BCDL=5.0psf;h=1 5t,Cat.11; Exp C;End.,GCpi=0.18;C-C Exterior(2)0-10-13 to 4-0-0,Interior(1)4-0-0 to 104-0,Exterior(2)10-0-0 to 13-0-0; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates an:2x4 MT20 unless otherwise indicated. OQa QOM 4)Plates checked for a plus or minus 0 degree rotation about its center. I. " 5)Gable requires continuous bottom chord bearing. FIN - ' PA 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcuiiik with a y e ' ads. CPA/STIaJG1AR& 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstand ri u ift at joint(s)P1 ZZZ48 Ea 0�55tt j 7 except Qt-1b)8=278,9=246,12=278,11=246. =0 sm M TEra�acE K",Flow 3336 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the anaty s of this @k0M)262-62Z- Rax-(is)262-20W AUG C LOAD CASE(S) Standard 1 8 2015 JOb Truss {usr?7YRQ 412-15 V24 ` ROOF TR�JSS 1 1' Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Wed Aug 19 11:35:52 2015 Page 1 ID:fCSLWeRLQ3xyRDcQVsWxhOzJyy3-sYbgbj838vPYZacJh1CF9KBOTg01pR rSCmpt8ymJEb 12-0-0 24-0-0 12-0-0 12-0-0 Scale=1:38.4 4x4= 4.00 F12 4 . 14 15 3 5 T T T1 6 2 T 7 1 3x4 13 12 11 10 9 8 3x4 3x4= i •'• ' •••••• • *fees* • 0600•0 000.• 6• • • • •6•e•• • • • • 0 24-0-0 •• 66 00.6 ..... 24-0-0 """ ' • LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud • PLAV.1000 GRIP• • TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) n/a - n/a 990,00 ; MT20• •: 244/1P•• TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(TL) n/a - n/a 999 04,4,0 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix) Weight:84 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 SP No.2 purlins. OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. All bearings 24-0-0. (lb)- Max Horz 1=1(LC 4) Max Uplift All uplift 100 Ib or less atjoint(s)1,7 exrpt 10=-112(LC 4),8=267(LC 5),9=276(LC 4), 13=-267(LC 4),12r276(LC 5) Max Grav All reactions 250 Ib or less atjoint(s)1,7 except 10=393(LC . 1),8=428(LC 1),9=473(LC 8),13=428(LC 1), 12=473(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 410-312/150,6-8-337/287,5-9=395/319,2-13-337/287, 3-12=-395/319 NOTES- 1)Unbalanced roof live loads have been considered for this design. j 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCD_., .Opsf;BCDL=5.Opsf;h=15ft;Cat:II; Exp C;Encl.,GCpi=0.18;C-C Exterior(2)0-1043 to 4-0-0,Interior�l}4_to 1V",Exteriog2}12-0-0 to 15-0-0; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. Qo�j]� o QQo p� }pa 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. CUySUI.T9�G PA 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with aFinift ads. GIVE./67RICRPA 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanatjoint(s)P1�MISE-ELOOO R7 except(jt=1b)10=112,8=267,9=276,13=267,12=276. =0OILM a MA8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analyof this NsO.M 262-6225PAX-00)262-W I LOAD CASE(S) Standard 1 g-2015 Job Truss Truss Type Qty Ply A0025711 l 4-12-15 V28 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Wed Aug 1911:35:52 2015 Page 1 ID:fCSLWcRLQ3xyRDcQVsWxhOzJyy3-sYbgbj638vPYZawh1 CF9KBPpgOypROrSCmpt8ymJEb 14-0-0 28-0-0 14.0=0 14-0-0 ... ..r't -ri . .ltc!(, .�.t,tF..T Ahl.t:.r.. Jti •t t_i .•2i rr Scale=1:44.8 ` 4x4= 4.00 F12 5 17 4 6 18 T3 71 2 8 Bi M r4 1 9 3x4 G 16 15 14 13 12 11 010 • 3x4 5x6= . •0000• • t. . . •N••• 0000•• • • 0000•• 0000•• • • • 0000 0000•• •• • • • 0000 • •• 0000• • • 0000•• 0000 0000• L 28-0-0 •• •• 0000 ••0••T 28-0-0 0000•• • • Plate Offsets(X,Y)— [13:0-3-0,0-3-0] • • • • 000000 • 00a•aa • • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl a •• : PLATES •0• GRID----; TCLL 30.0 Plate Grip DOL 1.33 TC 0.23 Vert(LL) n/a - n/a 999 MT2009- ; 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight:108 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 SP No.2 purlins. OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 2840-0. (lb)- Max Horz 1=-1(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s)1,9 except 10=268(LC 5), 11=226(1-C 4),12=243(LC 4), 16=268(LC 4),15=-226(LC 5), 14=243(LC 5) Max Grav All reactions 250 Ib or less at joint(s)1,9,13 except 10=430(LC 1),11=457(LC 8), 12=373(LC 8), 16=430(LC 1), 15=457(LC 7),14=373(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 8-10=-340/288,7-11=376/270,6-12=304/276,2-16=-340/288, 3-15=-376/270,4-14=304/276 NOTES- 1)Unbalanced roof live loads have been considered for this design. oe 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=S.Opsf; D Exp C; Encl.,GCpi=0.18;C-C Extedor(2)0-10-13 to 4-0-0,Interior(1)4-0-0 to 14-0-0,Ext ri to`T7-0=0" Lumber DOL=1.60 plate grip DOL=1.60 IX�1 LTWS ,PA. 3)All plates are 2x4 MT20 unless otherwise indicated. Gh /ST131GiURN. 4)Plates checked for a plus or minus 0 degree rotation about its center. PE rn�9EEL '� 5)Gable requires Continuous bottom chord bearing. -WO 513%TE�cEK",1100DA 3365 ' 6)This truss has been designed for a 10.0 psf bottom chord live load noncomaF. nt,wIth an o ds. TM-(305)262-6215• FAX-(395)!62-MM . I Continued on page 2 AUG 18 2015 Job Truss Truss Type Qty Ply A0025711 4-12-15 V28 ROOF TRUSS 1 1 job Reference(optional) . : ,. ,_-;.r,*,7:63@)�;Jw!• ;2045_MTek lndpstries,Inc. Wed Aug 19 11:35:52 2015 Page 2 ID:fCSLWcRLQ3xyRDcQVsWxhOzJyy3-sYbgbj638vPYZaWh1 CF9KBPpgOypROrSCmptBymJEb NOTES- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,9 except(jt=1b)10=268,11=226, 12=243,16=268,15=226,14=243. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 0000•• 0-0 •6 • • • • 0000•• 6 060.00 • ••6••• 0000•• • • • . . •.., P: 6••06• 0000 •• • • • • • • • 0000 • ••• 900.0 000000 600• 00.00 0 • • •• •• 0 006 00006• • • • • • 0000•• •060•• • 6 • • • • • • •060•• 00 • • OrF'�ff�D � CC1d:'AvWx Draem,PA GYIL/STRLIPl M M 22349 EJIL OOm1 O I 1710 SA 30A TERRACE lilMA,KORIDA 3336 TEL-(305)2624225 FAX-(309)262-204 AUG 1 8.2015 I Job Truss Truss Type Qty Pty = A0025712 4-12-15 V4 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Wed Aug 19 11:35:512015 Page 1 ID fCSLWcRLQ3xyRDcQVsWxhOzJyy3-OM11NN6QNcHhyQ167JhOcBeHmG3X4?whEYI GLiymJEc 2-0-0 4-0-0 , 2-M ' 2-0-0 Scale=1:7.6 3x4= 4.00 12 .2 T 3 1 1 B1 F -2x4 • - 0 - - :;,:,�.:,� -,.- 2x4 9999•• ♦ • • 900004 60 00 886••• 6 _ 9999•• 6 •66.9• •0006• 9999 •• • • • • • • • • ••6• • •• •••8• 4-0"0 6 ...... .... ..... 4-0-0 .. .. .... 08.000 Plate Offsets(X,Y)— 2:0-2-0,Ed a 000000 • •- • • • • 9069•• LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 1-41 PLAjES"'GRIP 0 • TCLL 30.0 Plate Grip DOL 1.33 TC 0.06 :-_-feFt(l;L) n/a - n/a 998 • • MT20 2441110.6.6 TCDL 15.0 Lumber DOL 1.33 BC 0.06 �Tert(TL)- n/a - n/a 999.6 • •• 0 BCLL 0.0 Rep Stress Incr YES WB' 0.00 Aorc(TL) 0.00 3 n/a n/a00 BCDL 10.0 Code FBC2010/TP12007 (Matra) Weight 9 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 •TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc BOT CHORD 2x4 SP No.2 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. �` 7ek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=121/4-0-0 (min.0-1-8),3=121/4-0-0 (min.0-1-8) Max Uplift1=119(LC 4),3=119(LC 4) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vint=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf;h=15ft;Cat.II; Exp C;Encl.,GCpi=0.18;C-C Extedor(2);Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load noncogpufrpnt with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable•gf,withstanding 119 lb-uplift at joint 1 and 119 Ib uplift at joint 3. _. _. .. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analys'iF i design Z11 this truss. LOAD CASEO(pom� WL QOMS) Standard CO OLTM PA CM/STIRIVI RAL P.E.=149 E11000M 1220 89139th TERZAOE K",FLORIDA 3365 TEL-(305)262422$- FAX-(303)262-2014 JI=c.ril�la, slrUr'.fUT.if M ,.;,, AUG 18-2015 n,ria o- i Job Truss Truss Type Qty Ply A0025713 412-15 V8 ROOF TRUSS Job Reference(optional) j 7.630 s Jul 9 2015 Mi rek Industries,Inc. Wed Aug 1911:35:51 2015 Page 1 IDfCSLWcRLQ3xyRDcQVsWxhOzJyy30M1INN6QNcHhyQ167JhOc6eDkG2?4?5hEY1GUymJEc 4-0-0 8-0-0 4-M Scale=1:14.8 4x4= 4.00 12 2 T 1 ST1 3 1 ' 11311 4 2x4% 2x4 11 2x4 sees•• • • • sees:a 0 :000• ••see• • • sees• • •••• .•.e• 8-0-0 • • 8-0-0 • •• •• •..• sees•• LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/do • PLATES GRIP • TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) n/a - n/a 99 MT2d...%244/1tb.e•e TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(TL) n/a - n/a 99$ ' ' ' e BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a•• • • ••• • • BCDL 10.0 Code FBC2010/TP12007 (Matra) Weighto al Ib: FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 SP No.2 purlins. OTHERS 2x4 SP No.2 96tCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 1=167/840-0 (min.0-1-8),3=167/8-0-0 (min.0-1-8),4=347/8-M (min.0-1-8) Max Upliftl=-168(LC 4),3-168(LC 4),4=263(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 24=270/301 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;Cat.11; Exp C;Encl.,GCpi=0.18;C-C Exterior(2);Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus&minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 Ib uplift at joint 1, 168 Ib uplift at joint 3 and 263.lb uplift at joint 4. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analy ' j LOAD CASE(S) Standard G 4all-Twi 904an,P.4 ChriL/87RIMUR4L I*P—22249 E21,000M 1210 59139th TEWAM MM,I:I0MA 33M TEL-(3050261-6219 FAX-(3030161-20H AUG 18-2015 u 'WA 61111 REP. GENERAL NOTES NOTAS GENE LES HAND ERECTION—LEVANTAMIENTOAMANO Trusses are not marked In any way to identify Los trusses no esta'n marcBlos de ningtin modo que ® Trusses 20'rn ;%�,;_- r 7(Trusses 30'.,t the frequency or location of temporary bracing. identifique la frecuencia o locallmd6n de los ardostres less,suppurt :'\ L! lesN'support at Follow die recommendations for handling, (bracing)temporales.Use las recomerdadones de martejo, at peak , quarter points. } Installing and temporary bradng of trusses. Instalad6n y arriosh'e temporal de los trusses.Vea el folleto Levante Levante de Refer to BCSI 1-03 Guide to Good Practice for BCSI 1-03 Gufa de Buena Prelim ward el Me 3.Instaiad6n Handling. Installing& Brad ng of Metal Plate y truArtiostre de las T Isles de Madera Conrtedados con tru pito kn los o Connected Wood Trusses Picas de Metaloard pard mayor infomtadbn. pies o menus. trusses do 30 for more detailed sses de 20 di trremare a I u information. -------... Los dibtrjos de diserlo de los Misses pueden rr �Trusses up to 20' ;I pies o menus. L.Trusses up to 30'� Truss Design Drawings may specify locations of Trusses haste 20' Trusses hasty 317 las localimdortes de los ardostres permanentes en las permanent bracing on Individual compression miembres irdividuales en mmpres6n.Yea la hoja 0 members. Refer to the BCSi-B3 Summary BCSI-63 para los ardostres Wzwnentes y refuerzos de los Sheet-Web Member Permanent Bradng reb I TING—LEVANTAMIENTO BefIIf4rromant for more information.All other miembros securrdarbs(webs)para mayor informadbn.d HOISTING permanent bracing design is the respor>sibility r efiad a �pemtatentes son la respI Hold each truss m position with the erection equipment until temporary braun.1 is in and of the Building Designer i truss is fastened to the bearing points. r The consequences of improper handling,installing I Sostenga cads truss en posiuon con to grua hasta que ei arriosrre temporal estE instaladu y et and brad ng may be a collapse of the structure,or truss asegurado en los sopurtes. • worse,serious personal injury or death. EI resultado de un manejo,instalad6n y arnostre ®Do not lift trusses over 30'by the peak. inadecuados,puede ser la caida de la estructura o No levante del pico los trusses de mass de 30 pies. aim peor,muertos o heridos. Greater than 30' —� Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have snarp edges.Wear RECOMMENDACIONES DE LEVANTAMIENTO ® gloves when handling and safety glasseswhen i POR LONGIIUD DEL TRUSS cutting banding. Empaques y places de metal tienen bordes 60'or less a afilados. Use guantes y lentes protectores ando corte los empaques. ! i HANDLING - ANE70i •• 0Approx.1/2 •f��fi►e ' truss leng�ti7ri•. • •T•W JSES UP TO 301•—> oe,mna n;as Use special care in Utilice cuidado •••e• • TRUSSES HA9�A BO•• lh•r t''f dellvC- de 3 puigadas do windy weather or especial en dies • hc•n`o•?v•ry 30* pzndeo por sada!6 near power lines ventosos o cerca de 96669,110 • • • gt sp.-n. pies d trap:,,. and airports. cables el6ctricos o de ••6•• aeropuertos. i reader •• • •• • ,v0000 oein •• 0,6.066 Toe ins 'v Spreaderi II Spreader bar-172 to • ••••:• UmI 2!3 truss k*Qti7••i�I • • 9 6 Ta line TRUSSES UP 60' i_T • •••••• s TRUSSES HASiA 60'• •••••e • • e•• •mac • i Locate Spreade•bar • • •—� i�f Check banding Revise Jos empaques above or stitPoad2• 1m x. L� ! pr or to moving antes d?mover los mid-height � � r.,�dies. paau.•tes de trusses, g Pick'L,vC^iCa' Levant':ad's`•:ue!da r=- burdies a;the sugenoi:os grupos ®Avoid lateral bending.—Ev to is flexl6n lateral. top chord. Pertirales de trusses. - il�, Spreader bar Z/3 to 314 trues length Tagiine TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' 4 ( , BRACING - ARRI®STRE Do not store No almacene ® Refer to SCSI-B2 Summary Sheet-Truss Instaila- r`>' ® unbraced bundles verbcalmente los tion and Temporary Bracing for more information. upright. trusses sueltos. Vea el res6men BC5I-62-Instalad6n de Truce Q Yy Arriostre Temporal para mayor informad6n. ' ONE WEEK OR LESS MORE THAN ONE WEEK ® Do not walk on unbiased trusses. A No camine en trusses sueltos. Top Chord Temporary Latera ii Bracing(TCiLB) +q tit ( L'7f Locate ground braces for first truss directly ' Lt in line with all rows of top chord temporary ® 6undims stored on the ground for one j lateral bracing. wevi'ol more should be raised by blocitino I Coloque los arriostres de tierra para el ai 8'to 10'on renter. or Intel truss dlrectamente en linea con `- Los paquMv s almacenadgs cn la Berra porDo not store on No aftracene en cads una de las filas de arrostres laterales "[ '.�' ,h 2x4 min. una wniana n mess deben ser elevado*, ® uneven ground. Berra desiguai. temporales de la cuerda superior: ( ` ror;blooues a sada r;n 10 gi,s. Brace first truss well + 4—before erection of For long term aIorage,cover bundles to pit- Y . ' additional trusses. vrrii rucn.luie yarn but alkrvv lui vrnhldliun. k Pard almaren-an'nHnlo por mayor twrnpo, - rubra los paquetec:para pievenrr aumenlo de humedad pero pernda ventilaci6n. 1 - LI"�Ilxa'E'(' ..yIM a.F, s 3 E '�'x -�7 . l,- •apt '�''• +r�' i - y _*L. BRACING FOR THREE PLANES OF ROOF BRACING FOR 3xZAND 4x2PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 EL ARRI®ETRE EN TREE Pd.AN®S DE TECHO i & Refer to a _D Maximum lateral brace spacing Summary Sheet 10'o.c.for 3x2 chords Iur.Ulduny a,rllu.ai,lo,fill 11W.".,•„rpt i.la,nd•;..'i�,�,�a�•�,Innd utr�.,^. 15'O.G for 9x2 chords yTemoorarv�l4 15, Diagonal braces 1 tit.. n,rtvdu dr anlu!m r-.pi,, !e.rr:ins: •u pl•:nw,•.I! ne.•u.4, ;,ai„I„I+,•. ;;. ;a,. pgtmanent eracino 10 t every 15 truss i fgLRfgdeL Chord spaces(30'max.) 1)TOP CHORD—CUERDA SUPERIOR I Tru for more information. Truss Span Top Chord Temporary Lateral Brace(TCTLB)Sparing ! Vea el restimen i Longitud de Tramo Espaciamiento del An iostre Temporal de la Cuerda Superior ; BCSI.87-Arriostre Up to 30' 10'o.c.max. tem op ral v_ Hasta 30 pies 10 pies maximo Dermanente de The end diagonal 30'to 45' 8'o.c.max. trusses de cuerdas brace for cantilevered ei 30 a 45 pies 8 pies maximo nfo �i pn roc mayor trusses viq webs must be laced in ire Lat I lbra lapped 45'to 60' 6'o.c.max. 45 a 60 pies 6 pies maxima with the support. 'go'ver two trusses. 60a80pies° 4'es max. INSTALLING �” ISa 7.l�CI y ' 4 pies maxim” I :Consult a Professional Engineer for trusses longer than 60'. I 'Consulte a un ingeniero para trusses de mss de 60 pies. —..,.__- -. I� I r� ,• r- "� -_ Mex ..... ..........Max.Bow B ruMB � 3/4° 12.5' Length— Length .. ' 7/8° 14.6 `✓Ec, SCSI-P:r.,,ra r• "1.!ev ,..•t, j D/50 D(ft.) dr I^TLB I 1-1/8” 1/4' 1' r 1/2" 2' 1-1/4' 20.8' w `• f u•,n-°. I l ;adn Plumb 3/4" 3' _ r i m � 1-3/8° 22.9' ®A Refer to 3! -- - bob 1. 4, 1-1/2" 25.0' Summary Sheet- I 1-3/4' 29 2 Gable End Frame j 1-1/4" 5' n D/50max 1 1-1/2° 6' 2° x33.3' sir r:�;,•_at d�:,�..•t,:bre:c . � 1_�4, 7, • • Vea el resOmen f ! •••••• BCSI-56-Arriostre 'r,•:pr-a I.,;:,,fieri[ • 2°• 8, • •••••• I del truss terminal =1i^'•�"•'%"` • • de un techo a dos CONSTRUCTION LOADING—CAFGA DE Ct11VSTRUCCIO�••• • •• •r,..r:,-ale.j:,., Do not proceed with construction until all brad rLM ••• a°uas. Set firs[rrvc a c5setr,arth• :v'< •i:a ... �On..:: c•;%i,: ➢ y •Maximum Stack Aefgttt '- pnxe<_;c:'.g:r,cp5 of four r,:;,,e_•t:on:dig::east_-<I sc, and properly in place. 000004110 for Materials on Ta3sses • insta;P it's r Ina,i";mt:j , No roceda con la construccion hasty que todos Ii-pWigstres M t nal H t • osUusv.-a.or.:=�rs:adcrv:..,�,•a•• •_�>ire� P q • d:ac,cnal«..Ke°dr.dere pnr ecus r r.,.,,,•fr: ,,. t.y;;,:„, esten colocados en forma apropiada y segura. • • Gwsu•Boar* 12" hast w!odes!nc!,JSS•:4G:•:4,'i5i,i n.^..4a• •••• P SB • Do not exceed maximum stack heights.Refer tom• Alpha was z W adYea Summary Sheet-Construction Loading for more information. Loner Bk k B •• •• clay ,� 3 a bfeae fa n 2)BOTTOM CHORD—CUERDA INFERIOR No exceda las maximas alturas recomendadas. Vea el resumer /� `_•. ,' BCSI-B4 Caraa de Construcdon para mayor initltnTaLAV• • o• Lateral braces- /.::' ;` • - • • *00 2x4x12'length lapped :••••• over two trusses. /� �.over 000 _ = Do not overload small groups or single trusses. `.` No sobrecargue peque"nos grupos o trusses individuates. 'OCC 06Js Ater ay r-ar;'•4b:. i Cs. ~ ''o!oQUE bas a:gas :an:,+ Diagonal braces i posher loads.ov:•,;,w-d every 10 truss I�I Spaces(20'max.) ,"nlon,;,a'aa•,9rC?:v,h•. !T.,:a••-d• Plnnr,,y;r, 10'-15'max. ALTERATIONS—ALTERACIONES Some chord and web members not shown for clarity. Refer to BCSI-B5 Summary Sheet-Truss Dama"e.]obsite Modifications and Installation Errors. C Vea el resumen BCSI-B5 Danos de trusses.Modifications en is Obra v Errores de Instalacidn. I 3)WEB MEMBER PLANE—PLANO DE LOS MIEMBROS SECUNDARIOS Do not cut,after,or drill any structural member of a truss unless specifically permitted by the Truss Design Drawmg. No torte,altere o perfore ning6n miembro estructural de Jos trusses,a menos que este especificamente permitido en el dibujo j del diseno dei truss. Web members l Trusses that have been overloaded during construction or altered without the Truss Manufacturer's I prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construction o han sido alterados sin una autorizaci6n %• `"lam ^`', revia del Fabricante de Trusses,pueden redudr o elim!nar la garantia del Fabricante de Trusses. - =.`-�.•y�'.. - `-;.✓-`~�--. --.-" I NOTE:The Tn,.6 P9arxnfacturw and Truss tlrsgnan must rely on the tett that rhe ewaredor and uene opeaar(d appacape)are®- ` pabieto undertake thewwkthey have agmedto dome particular project The Contraetorshoutd seek enyrepulredat%stance regarding • `-«.-.., "^-.."~~ I construction Pwcrces from a competent party The niethods and Procedures oudined are intended to emum that ttre overall co sbuctkm tectoniques emptayaf will pet goo and roof trusses pro place SAFELY.These recornrtnerdedore rot handling,installing and bractrN wood Diagonal braces trusses are based upon the ewgettive enpermxa of leaditV tachrtkal pe somid in the wood truss industry,but must,duce to the nature of every 10 bum resm bMes brvolvad,be presented ordy as a GUIDE for use try a civaiffied Building DesIgner or ErectWastallatxm contractor.It Is no ries 20'max. intended that these ramre adations be ince any design as superior to design specincobon(provided by either an ArdifteM Erghre,, spa10'-15'max. ( ) the Budding Designer,the Erector/Irstaliaaan tento sa or otherwise)forharcubg,iretalmg and pacing wood vases and h does m not prelude the use of other egovekmt methods ror bmang and provdirg stability for the welts and columns as may be determined by Same SpaClrxJ I the tress EnewoNltstaaliatlan Co tradw.TMs,the wood Truss Comcd of Amwtra eM the Tram PIMe Institute expressly,dsciaan any as bottom chord Some chord and web members not shown for clarity i resporoblity for damages arising nom the use,aPW®fim,or reliance on the recormnerdations and hdumation contained Aerem. lateral bracing i DIAGONAL BRACING IS VERY IMPORTANT WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE Once WTCA center•6300 Enterprise Lane•Madson,M 53719 5&3 DIon ofrio Drive•Madison, 53 19 1ELARRIOSTRE DIAGONAL ES MUYIMPORTANTEI ° 608/2744849•vww.woodtruss.com 608/833-5900•www.tp sLorg 91wARN11x17"311,7-- ➢ a ® ® ➢ &' ➢ a ➢ ' a 8 a ➢ � ® � a a ➢ a