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RC-14-2550 (5) Miami Shores Village oar zo�� p BuildingDepartment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 (0 BUILDING Master Permit No.T�1 �4 -- !V55_0 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION Nn SHOP ,� a }r' CONTRACTOR C� DRAWINGS JOB ADDRESS: 1060 r 1 !`�r/ 6�� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:J('2Z3 r O!Z-• Qo20 Is the Building Historically Designated:Yes NO_ Occupancy Type: Load: Construction Type: Flood Zone: 00 BFE: FFE: OWNER:Name(Fee Simple Titleholder): �� GV�S Phone#: �� ' L ' Address:-1,�16 cot Am- in � City: W`t &AAl �f'� ��d� State: Zip: 37 3 Tenant/Lessee Name: Phone#: Email:CONTRACTOR:Company Company Name: ` i C_.. Phone#: . WSJ •� � Address: ''tb U C!17 City: State: Zip: SE'S Qualifier Name: _ /IO TAd C-S I A—S Phone#: State Certification or Registration#:C_ Certificate Certificate of Competency#: DESIGNER:Architect/Engineer: .Phone#: Address: City: State: Zip: Value of Work for this Permit:$�!2'aMC'�jft S1Td&_ Square/Linear Footage of Work: %"A4E7 tit S M� Type of Work: M Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �Q�SS �r I /&Lc,=C Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ 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 issued. In the absence of such posted notice, the inspection will not be proved 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 Iffik , day of �u� .20 1.r ,by . L day of 6)dx— ,20 ��,by ommG�6rt�(3tl1� ,wh is personally known to 6&t,,H.m �rr[ 07c& .who is -now o T me or who has produced !>L—� Lc—as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTA NOTARY PUBLIC: Sign Sign. Print: 42 Print: Seal: REBECA M.PASTRANA Seal: " REBECA M.PASTRANA MY COMMISSION 0 HUM24 MY COMMISSION 8 EE8=4 w EXPIRES:Felmmry 07,2017 q°w ` tX'I1:ES:FAMMY 07,2D17 ############################################################################################################ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t Royal Truss Manufacturing 5075 NW 79th Ave. Doral, FL 33166 Royal Truss ; Tel: (305) 822-0020 Fax. (305) 851-5860 OCT 15 Site Information: Project CustomerORONI CONST. Job Name LotBlock: Subdivision Site Name: .;, Site Address:10601 NE SAVE. MIAMI SHORES St: Zip: General Truss Engineering Criteria &Design Loads (individual Truss Des Sh Special Loading Conditions): Design Code: FBC2014rrP12007 Design Program: 7.63 Jul 9 2015 Roof Load: 55.0 psf Floor Load: NIA Wind Code: Wind Speed: 175 mph This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, 1 hereby certify that I am the Truss De conforms to 61G15-31.003, section 5 of the Florida Board of Professiona ."MMIMM No. Data Truss ID# seal# No. Date Truss ID# seal# 1 09/26/15 cis A0026837 24 09/26/15 VSA A0026860 2 09/26/15 GRI A002SM 25 09/26/15 V6 A0026881 3 1 09/26/15 GR2 A0026839 26 09/26/15 V7 A0026862 G2 CONgS LTING GROUP, INC. $HOPDRAWING 4 09/28/15 H1 A0028840 27 08/28/15 V8 A0028883 F 5 09/26/15 H2 A0026841 NO DccEPnoNSTAKEN REJECTED ❑ NOTE COMMENTS 13RE SUBMIT ❑ 6 09/28/15 HH! A0028842 CORRECTIONS OR COMMENTS MADE ON SHOP DRAWINGS 7 09/26/15 HH2 A0026M DURING THIS REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLYING WITH REQUIREMENTS OF THE PERMITTED 8 09/28/15 W4 A0026844 DRAWMGS AND SPECIFICATIONS.THIS CHECK IS ONLY FOR 9 09/26/15 HV8 A0026845 MWtA- CONFORMANCE V9M DESIGN CONCEPT AND GENERAL COMPLANCE WITH THE INFORMATION IN THE 10 09/26/15 JI A0026M CONTRACT DOCUMENT&, CONTRACTOR IS RESPONSIBLE FDIC CONFIRMING AND CORRELATING ALL QUAWIT"ES AND 11 09/28/15 J3 A0026847 SELECTING FASRICATtON PROCESSES AND TECHNIQUES OF CONSTRUCTIO .C NATING HIS WORK 12 09/26/15 J5 A0026848 WITH THAT OF ALL OTHER TR6WWv PERFORMING HIS WORK W ASAFEANO TTISFAC7pRMMANNER, •••••• ... ... THIS � i• .�... ...... ...._ ........ 14 09/26/15 J7 A0026850 • is;i ),I.r ,-,: - THIS APPROAL RESEN'i�• •REVIEW y DOCUMENT~Wee THOSE MiMDIFICATKNI3 15 09/26/15 M1 A0026851 HEREIN�+I a ISMrsswNs OR AS SPECIFICALLY NOTED BY IN THIS Sti$MIS ACK OTHt42 16 09/28/15 T1 A0026852 TIOrvTO DRAWING BY I N. •�' - PREVIOUSLY* Rfll1EMEb MAti.afte• SPECIFICALLY 17 09/28/15 T2 A0026853 DISAPPROVM?'1 r 015 UNDMftTOOD THAT •g 18 09/28N5 T3 A0028854 NOTATION Qt*64 VAL Is NQT TO w CQN%Wq)AS AUTHOIffiATIONFORADDMONAL WGIRK oR COST• •• •• 0000•• 19 09/26/15 V11 A0026855 DATE.' `P— � 0• C • 20 09/26/15 V15 A002MM • • • • • •000.0 0000•• 21 09/28/15 V2 A0028657 � '•�I • • 22 09/28/15 V3 A0026858 •• • • ••• •••• 231 09/26/15 V4 A0026MG `,,,,14 t t 1 t t 11 I�,�'''•• • p MART] L The truss drawings) referenced above have been prepared by MiTek `��`��Q��•.••••.,NFA ""'�"` `. Industries; Inc. under my direct supervision based on.the parameters Q .• VICE/ •. '�' provided.by Royal Truss Manufacturing, Hialeah Gardens, FL. st<`•:�� * ; No. 2X24 9 : z Truss Design Engineer's Name: Orlando M. Fortun, P.E. v , PE#22249, EB#0005512 NOTE: The seal on these drawings indicate acceptanceof ss o professional engineering responsibilty for the truss •,, �� l.ltol�a components shown. > t3M1624blFAX.(30)262 20 W Page 1 of 1 En=NZ9 Z015 Date Job Truss Truss Type Qty Ply A0026837 7-15-15 CJ9 ROOF TRUSS 4 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:50 2015 Page 1 ID:Pz9miXgZhAf17MWN5gpHPuypesw-KWNWAH6kl5giCtG7Fn?YXYRM81s1bdQXWecKyZiXZ -3-3-10 4-11-9 9-10-13 , ' 3-3-10 4-11-9 4-11-4 Scale=1:25.0 Camber=1/8 in 3x4= 2.39 12 4 5 4x4= 12 3 11 • T1 N 10 2 ri 1 B2 c� 8 13 B1 3x4= 2x4 11 7 6 5x6= 4x4= -Ori-5 4-11-9 9-10-13 , 0_2L5 4-11-9 4-11-4 —' Plate Offsets(X,Y)– [2:0-0-3,Edge),[3:0-2-0,0-2-8],[7:0-3-0,0-2-12] LOADING (psf) SPACING- 240-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.84 Vert(LL) 0.09 2-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(TL). -0.17 2-8 >640 180 ,BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrbo WINT:50 lb FT=0% ••••�• .. LiJMBER=.._. .. _... ___.._......._ _ __ ...___...________. . _ ....___..BRACING-. _. _. _•.i.�t .�.. .._......... . ..._......._ TOP CHORD 2x4 SP No.2 T-qP CHORD Structural wood shAp# gdirectl j @qq1'I�d or 3-1-14 0® BOT CHORD 2x4 SP No.2 – ,puriiris; except en yv cels. ""•• WEBS 2x4 SP No.2 - BOT CHORD Rigid ceiling di yap led or 42-9 do bracn 9s••••• MTek recomme%s Y' t+Stabilisers®loot requi i cross bracing be instated durinO truss erectiorf;1:•• accordance with di r InstWillifign ice. ••••• REACTIONS. (Ib/size) 7=864/Mechanical,2=1270/0-11-5 (min.0-1-8),9=0/0-1-8 (min.0-1-8) •• •• •• •• ..... Max Horz 2=752(LC 5),9=342(LC 5) •••••• • Max Uplift7=728(LC 5),2=-813(LC 4) ; • ; •• Max Grav 7=864(LC 1),2=1270(LC 1) • •••;• •••••• FORCES. (Ib)-Max:Comp./Max.Ten.-All forces 250(Ib)or less except when shown. � � • TOP CHORD 1-10=-34/342,2-10=13/343,2-3=-2434/1600,4-7=-2261280 •• • BOT CHORD 2-8=1846/2269,8-13=1846/2269,7-13=-1846/2269,1-9=342/40 j WEBS 3-8=0/288,3-7=-2230/1809 - NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=1 511;Cat.II; Exp C;Encl.,GCpi=0.18;C-C Exterior(2)-3-3-10 to-0-3-10,Interior(1)-0-3-10 to 9-10-13;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 fora 10.0 psf bottom chord live load nonconcurrent with n lo � D5T1Ze 4)Refer to girders)for truss to truss connections. 5)Provide mechanical.connection(by others)of truss to bearing plate at joints)9. COOLTM WARMS,PA 6)Provide mechanical connection(by others)of truss to bating pl(lite capablq'$fr* sta lift at joint;M.1 STRIG11p�L 813 Ib uplift at joint 2. EB IDIDIDI35D 7)"Semi-rigid pitchbreaks with fixed heels"Member end fbdiy'model was used in the anal i d n of thi "h't MAm#t.o W 3388 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front F ). M-0 )2624M Rax-MsM.z->0u j Co*t ASg8Fg1ta%dard SEP 2 S. 2015 Job Truss Truss Type Qty ply r A0026837 7-15-15 CA ROOF TRUS$ 4 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:50 2015 Page 2 ID:Pz9miXgZhAf17MWN5gpHPuypeew-KWIV WAH6k15gICtG7Fn?YXYRM81s1 bdQXWeeXytiXZ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:4-12=90,4-5=-30,6-13=-20 Trapezoidal Loads(plf) Vert: 1=0(F=45,13=45)-to-12=-297(F=-104,6=104),2=24(F=-2,B=-2)-to-13=-66(F=-23,6=-23),1=0(F=10,B=10)-to-9=-21(F=1,B=-1) Gib •• • •• • •••••• CaaLTM mem,PA CIVIL/81 WTVA1. Ff-22248 Ea OOOM • 'II2ID 813.391h tFiaz4c5 tVAhA,FI.OI�A 3385 TM-(3057282-6279• FAX-0M)262-WW SEP 2 S. 2015 Job Truss Truss Type Qty Py A0026838 7-15-15 GR1 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:51 2015 Page 1 ID:PzgmixgZhAf17MWN5gpHPuypeaw-oiJu6WIkVcDhKMSShylE415bnY1jmJmrtBGCSnyZiXY 3-8-0 7-M , 10-0-8 13-1-0 , 16-5-0 20-1-0 22-5-0 , ' 3-8-0 ` 3-4-0 3-0-8 3-0-8 3-4-0 3-8-0 2-4-0 Scale=1:38.7 Camber=5/16 in 3.38 12 5x8- 2x4 11 5x8= 3 4 5 3x4� 3x4zz 216 6 LO 1 I I 797 8 5x10= 15 - 14 13 12 11 10 4x10 2x4 II 7x6 WB= g 3x8= 6x6= 2x4 II 3x4= 6x6= 3-8-0 7-0-0 10-0-8 13-1-0 16-5-0 20-1-0 3-8-0 3-4-0 3-0-8 3-0-8 3-4-0 13-8-0 Plate Offsets(X,Y)- [1:0-5-0,0-3-0],[3:0-6-4,0-3-0],15:0-6-4,0-3-01,[11:0-3-0,0-3-12],[14:0-3-0,0-4-8] LOADING (psfl SPACING- 2-0-0 CSI. DEFL. in .(loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.92 Vert(LL) 0.28 12 >827 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(TL). -0.61 12 >383 180 ,BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix) Weight:415 Ib FT=0% _LUMBER:. .. :••••• _.................. __....__- ----.._---. ._....._..._.. ... .. .___. BRACING _. ..� _. •_� .__ __.... _ �. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sfligg directig applied or 179-2 oC• BOT CHORD 2x4 SP No.2*Except* purlins. • ' • 00000* B1:2x6 SYP SS,B2:2x6 SYP No.2 BOT CHORD Rigid ceiling direcq 16lAied or 4-2-5 be bracing, • WEBS 2x4 SP No.2 00 MTek recommevids al Stabilft requi • OTHERS 2x4 SP No.2 - I cross bracing be 1111611ed dudrlij truss erection,.ia•• accordance witif§21511ter Ins Nation puide. 4•;..' REACTIONS. (Ib/size) 1=2113/0-3-8 (min.0-2-8),7=2458/0-8-0 (min.0-2-14) +• •• 00-0; •••••• Max Horz 1=-68(LC 5) ...•�� • Max Uplift1=-1296(LC 4),7=-1466(LC 5) • • . I FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. v ••• ' • • TOP CHORD 1-16=5792/3505,2-16=5702/3505,2-3=5947/3691,3-4=-6109/3843, •• • s• • : s; 4-5=-6109/3843,5-6=5841/3613,6-17=5342/3197,7-17=5352/3187 •. • BOT CHORD 1-15=3250/5452,14-15=-3250/5452,13-14=-3432/5762,12-13=3432/5762, 11-12=-3353/5653,10-11=-2926/4999,7-10=2926/4999 WEBS 2-14=-222/532,3-14=522/932,3-12=-279/574,4-12=-606/534, 5-12=-370/683,5-11=-439/826,6-11=-470/758,6-10=286/255 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 - Exp C;Encl.,GCpi=0.18;C-C Exterior(2)0-4-0 to 3-4-0,Interior(1)340 to 22-5-0;Lu (� Q DOL=1.60 3)Provide adequate drainage to prevent water ponding. COW9l8.Tm WASam FA 4)The solid section of the plate is required to be placed over the splice line at joint(s)13. C•Nll;./87RIG7URl4L 5)Plate(s)at joint(s)1,3,5,8,2,15,14,12,4,11,6,10 and 7 checked for a plus or min s talion aboawms F.B.IDID m center. mm 613%TaWCE►'M4 FLOMA mss ' 6)Plate(s)at joint(s)13 checked for a plus or minus 2 degree rotation about' pt�f„ m-13OW26s42W FAX-OW262-M 7)This truss has been designed for a 10.0 psf bottom chord live load noncor wjZh Continued on page 2 —op live leads. SEP 2 $, Q>5 Job Truss Truss Type Qty Ply A0026838 7-15-15 GR1 ROOF TRUSS 1 1 Job Reference o tional 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:51 2015 Page 2 ID:PzgmiXgZhAfl7MWN5gpHPuypeswoiJuSWIkVcAhKMSShyIE415bnY1 jmJmrBGC8nyZiXY NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1296 Ib uplift at joint 1 and 1466 Ib uplift at joint 7. 9)Girder carries hip end with 7-0-0 end setback. 10)"Semi-rigid pitchbreaks with foxed heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)706 Ib down and 488 lb up at 13-1-0,and 706 Ib down and 488 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard �1)Dead+Roof Live(balanced):Lumb@r Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert 1-3=90,3-5=187(F=98),5-8=90,1-14=20,11-14=-42(17=22),7-11=20,8-9=20 Concentrated Loads(lb) Vert:14=-706(F)11=706(F) • • • 0000•• 0000•• ' 0000•• ' • 0000 0000•• • • • •99• • 0.000• • • •096.4 0 0 99••69 0 6 • • • • • • • 0000• ' •4 •• of ' •664•• • • • • • •609.6 60•909 • • •9•••• (grOffInIAP IfiTlz CaP19I1L m PA ClYL!S RVIPAL P.E.222+48 OAMV 1O 0 fth MWACE mare,XOFJDA 33ns F0 TM-OM264-62W FAX-fM12(i2.WA SEP 28. 2015 Job Truss Truss Type Qty PIy A0026839 7-15-15 GR2 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:51 2015 Page 1 ID:Pz9miXgZhAf17MWN5gpHPuypeew-oiJuSWIkVcDhKMSShylE415bnY62mKDrBGCSnyMY -2-4-0 , 3-8-0 7-" 7 10-10-0 14-6-0 16-1043 2-4-0 3-8-0 3-4-0 -6 3-4-0 3-8-0 2-4-0 Scale=1:33.1 Camber=1/8 in 4x4=4x4= 3.38 F12 4 5 3x4 s 3x4 3 6 ir 2 15 167 a 1 B2 B3 8 ch 81 4 e 13 12 11 10 e " B1 3x4= 5x6— 2x4 11 6x6= 7x8= 2x4 11 5x6— 3x4= 9 3-8-0 7-M 7,-6-p 10-10-0 1 14-6-0 , 3-8-0 3-4-0 -6 3-4-0 3-8-0 Plate Offsets(X Y)-- [2:0-5-1,0-1-21,[7:0-5-1,0--1-2],[11:0-3-8,0-4-8],[12:0-3-0,0=4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in .(loc) Vdefl Ud P��TPz6 GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.92 Vert(LL) 0.11 12 >999 •240• MT2a • 21"Ma0• TCDL 15.0 Lumber DOL 1.33 BC 0.66 ` '`Vert(TL) -0.24 12 >702 *480 i •••• • • BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.05 7 n/a .a%.• '•! .' •"• •� BCDL 10.0 Code FBC2014ITP12007 (Matra) V%ig�t 6Z Ib W:1*0% .••••• 9. avow LUMBER-..... BRACING- �••.••� .... • .4... •.. ..i.i• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood stlealthing direetiy�a or 2.4b?-0= BOT CHORD urlins. 000000 0 0 00000 2 BS.3P2x6 SYP Nop2 BOT CHORD o.2*Excer Rigid ceiling direag applied or%4424?acir&,6...• WEBS 2x4 SP No.2 MTek recomnwWs&%at Stabilize and required,• cross bracing$a in%taped during t W 9rlectl' 9.%W. accordance 'h S ilizer Intaftl*NVUide. REACTIONS. (lb/size) 2=1784/0-5-0 (min.0-2-2),7=1784/0-8-0 (min.0-2-2) • • • 0000** Max Horz2=25(LC 4) • • . • ' :.:•:• Max Uplift2=-1111(LC 4),7=-1111(LC 5) ••• • • • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ' • ',• TOP CHORD 2-15=3450/2084,3-15=-3440/2094,3.4=3595/2291,4-5=-3376/2199, 5-6=3595/2291,6-16=-3440/2093,7-16=-3450/2083 BOT CHORD 2-13=1858/3205,•12-13=1858/3205,11-12=2011/3376,10-11=1882/3205, 7;10=-1882/3205 WEBS 3-12=246/400,4-12=4861794,5-11=-486!794,6-11=244/400 NOTES- 1)Unbalanced roof live loads have been considered•for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136iriph;HVkQ =5,ppsf;BCDL=5.Opsf,h=15ft;Cat.11; Exp C;End.,GCpi=0.18;C-C Exterior(2)-2-4-0 to 0-8-0;Interior(1)0-84)to i 6-10-0; rumbigr Dur-1 1.80 DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. �* PA 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenta loads. CM/9T18JGTINA 6)Provide mechanical connection(by others)of truss to bearing plate capable of withs n 1 uplift at jorr*P4Ell IDIDID55r1 and 1111 Ib uplift at joint 7. >�m 81a TftaZAGE A9AM8,fLORIDA ' 7)Girder carries hip end with 7-0-0 end setback. IM-00)262-62;5- FAX-OWSP267-20W 8)"Semi-rigid pitchbreaks with fixed heels"Member end f9dty model was used in the an i Continued on page 2 SEP 2 S. zOIS Job Truss Truss Type Qty Ply A0026839 7-15-15 GR2 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:51 2015 Page 2 ID:PzgmiXg2 hAf17MWN5gpHPuypesw-dJu6WIkVcDhKMSShyIE415bnY62mKDrIBGC8nyZ1XY NOTES- 9)Hanger(s)or other connection device(s)shall be prgvided syffigientor}`p,a4pslted joad(s)706 Ib,dgwn and 525 Ib up at 7-6-0,and 706 Ib down and 525 Ib up at 740-0 on bottom chord. The designtselection of such connection ddvicd(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the facie of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced);Lumber Increase=1:33,Plate Increase=1.33 Uniform Loads(plf) Vert 1-4=-90,4-5=-188(F=97),5-8=90,2-12=-20,11-12=-42(F=22),7-11=20,1-14=-20,8-9=20 Concentrated Loads(lb) Vert 12=-706(F)11-706(F) 0000•• •• • 9999 • • • • • 0.0 • 090.04 0000 9%90000• 00.000 0 • • 0 • Soso ... .... .. ...... ......... .. .....__.. .._......... 0a i 0000•• •000 • 9••0 0 • • 000000• • • • • 0•000• i •• •• •� •• •000• � 0000 • •0000• • y • j • •90000) •• 1 •••VA.• • 0 ::0-.-0000-0- •0.00 • •0000• : 00 •• • • •0000• 0 0 • • • •' • •• ••• •• • • • ro Ght/$TRICIINA RIE-22249 E8. 5i? . '»Slit 3�h 7ERRACB P9AYA,iLORd4A 3385 I 7EI.-t30W 264-6275• FAX-(3M)262-WW SEP 2 8. 2015 Job Truss Truss Type Qty Ply A0026840 7-15-15 H1 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:51 2015 Page 1 ID:PzgmiXgZhAf17MWN5gpHPuypesw-oiJuSWIkVcDhKMSShylE4l5gW4RmJxrtBGC8nyTOY 4-8-0 9-M 11-1-0 15-5-0 20-1-0 22-5-0 4-8-0 4-4-0 2-1-0 ' 4-4-0 • 4-8-0 2-4-0 Scale=1:39.8 Camber=5/16 in 4x4= 4x8_ 3.38 12 3 4 2x4 2x4 2 5 12 13 1 6. M 132 7 4x4= 11 10 9 ' "° Ia 4x4= 3x4= 8 3x8= 3x4= 4x5= 9-0-0 11-1-0 20-1-0 20 14 9-0-0 2-1-0 9-0-0 0-2214 Plate Offsets(X,Y)— [1:Edge,0-2-41,[4:0-54,0-2-0] 6:0-2-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud P% TE+9 GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.63 Vert(LL) -0.16 1-11 >999 e40 • Md '' 244M".• TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(TL). -0.47 1-11 >499 ISo' .... ' BCLL 0.0 Rep Stress Incr YES WB 025 Horz(TL) 0.07 6 n/a $ • • SO'. 0000 ON • BCDL 10.0 Code FBC2014/TPI2007 (Matrix) We jh�V4 l =0 •• LUMBER-.._.. __.............. _. .__...... •..••. ._ ...•.._....• _ ..a._ ..w . $1iACING= TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sh&"i%g directly>pp I gr 3-t49ft.+• T3:2x4SPM30 purlins. .••••• • • ••s•.'• BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly 1ppl$d or 5%Ate$1acing..&;;;" WEBS 2x4 SP No.2 MTek recommerda that Stabilize required .. • cross bracing bdinsl 114d during tr 8&8r%tiog,Ar.,;.; ; G accordance Stabi iter Ins I%tiEtt rft. REACTIONS. (Ib/size) 1=1049/0-3-8 (min.0-1-8),6=1391/0-8-0 (min.0-1-10),8=0/0-1-8 (min.0-1-8) • • •••••• Max Horz 1=354(LC 7),8=354(LC 7 %%::*:. • • • • Max Uplift1=526(LC 4),6=-686(LC 5) •• : • • • . .•• FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-2598/1265,2-12=2500/1272,2-3=2003/907,3-4=1881/909, 4-5=1942/879,5-13=2301/1095,6-13=2311/1081,6-7=336/75 BOT CHORD 1-11=1071/2116,10-11=-671/1510,9-10=-671/1510,6-9=927/1786, 7-8=66/354 WEBS 2-11=-623/457,3-11=-068/268,5-9=371/275 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,11=15ft;Cat.11; Exp C;Encl.,GCpi=0.18;C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 22-5-0; 31 Dot=1. DOL=1.60 I.r : L7fTDa�lQ1 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. Caa Lm Damm,F,4. 5)This truss has been designed for a 10.10 psf bottom chord live load nonconcurrent with n loads. CIYL/5TRZT IRA 6)Provide mechanical connection(by others)of truss to bearing plate at points)8. M 22249 EaOOOM 7)Provide mechanical connection(by others)of truss to bearing plate capable of withsta i 26 plift-at j0IW ffisia>*1E7WAcE t11aM noMA 3m ' 686 Ib uplift at joint 6. set-t / -rr� rec.t�ms�u�-sem 8)"Semi-rigid pitchbreaks with fixed heels"Member end fbdty model was used in the anal ' Continued on page 2 SEP 2 $, 2015 I Job Truss Truss Type Qty Ply • 00026840 7-15-15 H1 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:51 2015 Page 2 ID:Pz9miXgZhAf17MWN5gpHPuyposw-oiJu6WIkVcDhKMSShyIE4I5gNY4RmJwBGCSnyZiXY LOAD CASE(S) Standard • ,;;,• �.�,;-I.:7 tip .,. ,. ,, ;� -„ •••. •• s • • 0000•• i• • •••• • •�• • • ••••f• ' 0000•• 099• •�•••• •••09• • • 0 • ••a• 0000 • • 00.90• ••000• ' •0.9•• • • ••••f•• • • • t•9 • •••99• 0000 0 60000.96 • • • 01.0• •• • 0• :•:• . f f 0 • •• • 0000•! ooe • 0• • • CCAS TM B --,PA CNS.18'PAJGTWA PE 22249 Ea 00050 1710 8)E Mh 1ERIt4M IW%KDFJDA 3365 F3 TM-(3M)262-622S- FAX-009)262-70W • SEP 2 8. 2015 Job Truss Truss Type Qty Ply r A0026841 7-15-15 H2 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:52 2015 Page 1 ID:PzemiXgZhAf17MWN5gpHPuypeav-GvtGKsIMGvLYxWDFFgpTdyen4yQ7VnB?t?IgDyTXX -2-4-0 4-6-0 1 8-8-0 11-5-0 15-7-0 , 20-1-0 , ' 2-4-0 ' 4-6-0 ' 4-2-0 2-9-0 4-2-0 4-". Scale=1:38.8 Camber=1/4 in 04= 48_ 3.38 12 4 5 2x4� 2x4 s 3 6 11 P 2 7 1 e e 10 9 8 e 4x5= 3x8 4x4= ,3x4 `' 4x4= 8-8-0 11-5-0 20-1-0 8-8-0 2-9-0 8-8-0 Plate Offsets(X,Y)— [2:Edge,0-1-151,[5:0-5.4,0-2-01,[7:Edge,0-2-41 LOADING (psf) SPACING- 24)-0 CSI. DEFL in (Joe) Vdefl Ud PL T�jS;• GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.89 Vert(LL) -0.14 7-8 >999 940 • M#�(af 2"/490*• TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vert(TL) . -0.43 7-8 >544 IS%• •••• • ••• BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.09 7 n/a • • .•.e•• BCDL 10.0 Code FBC2014frP12007 (Matrix) ��:• Weivf tpIp Vf a ••••• ...•. _.. _......_.._ ._ ...... . . _BRACING-.. TOP CHORD 2x4 SP No.2 ,�vk,' TOR:CHOND Structural wood sh*MWAg directly aeel= dt qr 2-2.6-m-- BOT CHORD 2x4 SP No.2 a._ purlins. 0000•0 • • ••M••• WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling direc�1681"Ad or 5��r$oing••ftii: MiTek recommepalft&Stabilizers n ��rreegguired •. • cross bracing beCinstAll4i during t . iour o:� accordance with Stabi' er Ins 16liAn f Me. REACTIONS. (Ib/size) 7=1051/0-8-0 (min.0-1-8),2=1328/0-8-0 (min.0-1-9) .0000•• • • ;0000-- • Max HOrz 2=70(LC 4) •• • •• e:• i • i I Max Uplift7-527(LC•5),2=-865(LC 4) •• • 0 000000 • • 4 • • ••• FORCES. (lb)-Max.Comp./Max.Ten.-All fords 250(lb)or less except when shown. •• • 000 0••• TOP CHORD 2-3=2407/1113,3-4=2011/904,4-5=1894/907,5-6=2045/931, 6-11=2434/1241,7-11=-2529/1234 BOT CHORD 2-10=956/2204,9-10=727/1926,8-9=727/1926,7-8=1098/2350 WEBS 3-10=-3801267,4-10=30,t253,5-8=-82/274,6-8=-498/392 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 Exterior(2)-24-8 to 0-4-0,Interior(1)0-4-0 to 19-9-0;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage-to prevent water ponding. 08,ommap n% 4)Plates checked for a plus or minus.0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord,live Joao,nonconcurrr3nt`withFinillift oads. CUTINS PA 6)Provide mechanical connection(by others)of truss to bearing plata capable'- w staat joint 71'049/ 1RI865 Ib uplift at joint 2. ESLAZOW7)"'Semi-rigid pits hbreaks with fixed heels"Member end fixity model was used in the analn of thisVeft"h TB AcatWp,f AWA Sass 111-005)261-6295• FAX-(M)262-VW LOAD CASE(S) Standard I SEP 2 8. 2015 Job Truss Truss Type, H,/H,"' ; L)i __; - ;i Rb!- A0026842 7-15-15 HH1 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 92015 MiTek Industries,Inc. Sat Sep 2617:26:52 2015 Pagel ID:Pz9mD(gZhAf17MWN5gpHPuypesw-GvtGKsIMGvLYxWOfFgpTdyepfyRmVfe?b ftDyZiXX 4-8-0 , 9-1-11 , __13-7-5 , 18-1-0 , 20-1-0 , 4-8-0 4-5-11 4-5-11 4-5-11 ' 2-0-0 ' Seale=1:36.0 Camber=5/16 in 3.38 12 5x8= 2x4 II 3x4= 3x8= 2x4 II 3x6= 15 3 4 5 6 16 7 8 CN I 12 9.! —01 e 5x6= 14 13 12 11 10 9 2x4 11 5x6_ 3x8= 2x4 11 7x8= 5x6 11 'r. :a 4-8-0 , 9-1-11 , 13-7-5 i 18-1-0 20-1-0 , 4-8-0 4-5-11 4-5-11 4-5-11 2-0-0 Plate Offsets(X,Y)— [2:0-5-12,0-0-11],[3:0-5-4,0-2-8],[8:0-2-4,0-1-8],[9:Edge,0-3-8],[10:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) -0.23 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.76 ;,. Vert(TL) ..x.51 11-12 >462 180 BCLL 0.0 Rep Stress Incr NO WB 0.67Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) t _ W*'Iht:409 Ib FT=0% LUMBER=..__._ _.__...__...----_ -- ........ . .... BRACING_. _. . . • _,• •... ...._.._..... . ....._ ._... .•.._ TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing•directly fined or 2-3-11 oe T1:2x6 SYP No.2 purlins, except er;dJer IS. • • '••••• BOT CHORD 2x6 SYP No.2 BOT CHORD Rigid ceiling diredl)15M1116d or 5-1-7 be bracing;••••: WEBS 2x4 SP No.2 MTek recommeiM Ift StabilijorpqU requilbd cross bracing be ifi t fled during truss erectiolt.1 ••• � accordance withe tnbiliaer Installation guide. ••••• REACTIONS. (Ib/size) 1=1191/0-8-0 (min.0-5-6),9=2118/0-3-8 (min.0-2-8) •• •• •• •• •••••• Max Horz 1=111(LC 4) Max Upliftl=-642(LC 4),9=1225(LC 4) • • • • • • • . ••.•.• FORCES. (lb)-Max..Comp./Max.Ten.-All fords 250(lb)or less except when shown. ; •'• • ;•••„ TOP CHORD 1-2=253/265,2-15=3298/1658,3-15=-3234/1666,3-4=-4217/2204, •• • • ••• • • 4-5=-421512206,5-6=-4215/2206,6-16=-2554/1469,7-16=-2554/1469, •• • 7-8=-2554/1469,8-9=-1986/1145 BOT CHORD 2-14=1632/3090,13-14=1637/3116,12-13=-1637/3116, 11-12=2282/4269, 10-11=-2282/4269 WEBS 3-14=55/273,3-12=-618/1151,4-12=355/263,6-1Q=1801/855, 7-10=-298/243,8-10=1806/3f43 NOTES- _ 1)Wind:ASCE 7-10;Vult--175mph(3-second gush Vbsd=136m'ph; 1VFlfS.Ops Exp Q Enc.,GCpi=0.18;C-C Exterior(2)0-3-1 to 3-3-1,Interior(1)3-3-1 to 19-11-4;L 6 D-1Pi� ,ram DOL=1.60 2)Provide adequate drainage to prevent water ponding. C NMLTM 9weLm,FA 3)The solid section of the plate is required to be placed over the-splice line at joint(s)5,1 CNS./STIZICTINA 4)Plate(s)at joint(s)3,8,9,2,14,12,4,11,6,7 and 10 checked for a plus or minus 0 d about its cdffeP49 Eamlftl 5)Plate(s)at joint(s)5 checked for a plus or minus 5 degree rotation about its center. > f;1g 3911,II324CEl1IMN ,4 3aaF55 I 6)Plate(s)at joint(s)13 checked for a plus or minus 3 degree rotation about its center. 1M-(3W)262-62*- M-00)262-M4 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with . I Continued on page 2 SEP 2 S. 2015 i Job Truss Truss Type Qty Ply A0026842 7-15-15 HH1 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:52 2015 Page 2 ID:Az9miXgZhAf17MWN5gpHPuypw"vtGKs[MGvLYxWWgpTdyepfyRmVfe?tr?IgDy2LKX NOTES- 8)Bearing at joint(s)1 considers parallel to grain value using ANSVTPI.I.,angle,tq,grain formula. Building designer should verify capacity of bearing surface. ,t 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 642 Ib uplift at joint 1 and 1225 Ib uplift at joint 9. 10)"Semi-rigid pitchbreaks with Ned heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1143 Ib down and 766 Ib up at 18-1-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=111,2-3-90,3-8=-90,2-9-20 Concentrated Loads(lb) Vert 10=-1143(F) R ,=are r!->r . p ,!±i . I 0000•• • . • 0000•• •. 0 ••9• • 600•6• •096 0000•• 000000 • 00• • 00•• 0000 • • • • 9 • •000.0 0000 • 60.00 00.66• • • 000.0 • • 6 6 • •• 90 66 6• •000.0 • •6.66• • • • • • 9 • • 009•• ••0 ••9••9 • • • .0 000 •0000• • - O��O ffihle 1� Ct7bl LTA1G PdC>eLl-,PA CI14/ONCTURAL PE�9 E8.OIDra55J1 1220 61 Mh TOWCE f�N"►,iiOl OA 3355 F3 1M_(30)282-6278• RAX-00137262-2011 i SEP 2 8. 2015 Job Truss Truss Type Qty Ply r A0026843 7-15-15 HH2 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:52 2015 Page 1 ID:PzgmixgZhAfl7MWN5gpHPuypw&-GvtGKsiMGvLYxWOfFgpTdyso?yTdVbA?t JIgDyZiXX 9-8-$ 3-10-0 , 6-8-0 13-4-8 , 20-1-0 , -8 3-1-8 2-10-0 '6-8-8 6-8-8 Scale=1:36.1 Camber=3/16 in - 3.38 12 08— 2x4 11 34= 3 4 12 5 3x4 2 1 �- 7x8% 10 9 8 7 6 11 4x4= 3x4= 3x4_ 3x8= 3x5 11 9-4 3-10-0 6-8-0 , - 13-4-8 20-1-0 , -8 3-1-8 2-10-0 6-8-8 6-8-8 Plate Offsets(X,Y)— [3:0-5-4,0-2-0],[6:0-2-12,0-1-8],[7:0-1-12,0-1-81,[11:0-3-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) -0.13 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.58 Vert(TL) . -0.33 7-9 >690 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 _(Matrix) .. WBIbght:67 Ib FT=0% • • • LUMBER-- _... ------ _..BRACING-. •. .i �.... ......._.....: ....._ .. .... .•..._ TOP CHORD 2x4 SP No.2 '`T'OP CHORD Structural wood sheathing directly applied or 2-2-0 oc• BOT CHORD 2x4 SP No.2 purlins, except encfw&ls. • • '•'••• WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling direcl'J)id 0MAd or 5-8-6 8c bracing;••.•; MTek recommep Stabil' W0d requirbdi cross bracing be itI>3tblled during truss erectiorf,"11••• accordance withgtsbikaer Installation guide. ••••• REACTIONS. (Ib/size) 6=1050/0-3-8 (min.0-1-8),1=1050/048-0 (min.0-1-8) •• •. •. •• •••••• Max Horz 1=132(LC 4) • Max Uplift6=545(LC 5),1=-545(LC 4) •• • • •• FORCES. (lb)-Max.Comp./Max.Ten.-All fords 250(lb)or less except when shown. ; .•. • ;...,; TOP CHORD 1-2=::2141/1018,2-3=-2228/1066,3-4--2372/11.73,4-12=-2372/1173, •• • • ••• • • 6-12=2372/1173,5-6="98111566 •••• BOT CHORD 9-10=-1072/2034,8-9=-105212128,7-8=-105212128 WEBS 3-7=163/255,4-7=-673/488,5-7=1180/2388,2-10=289/204, 1-10=1084/2057 NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=196mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf,h=15ft;Cat.II; Exp C;Encl.,GCpi=0.18;C-C Exterior(2)0-10-4 to 3-10-0,Interior(1)3-10-0 to 19-11-4;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water pbndin . ,,FLnIoads. OfA� 1�0 3)Plates checked for a plus or minus 0 degree rotation about its center. o 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with5)Provide mechanical connection(by others)of truss to bearing plate capable of withstalift at jointgg 545 Ib uplift at joint 1. P 9 Ea 099M 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint( 1:0 tsa.ssh rr rWACS Kft 114 A 33W7)"Semi-rigid pitchbreaks with fixed heels"Member end fb ity model was used in the ananofthiliqrtlii�/z8z-62' FAX�N26T-�8)Gap between inside of top chord bearing and first diagonal or vertical web shall not ex Continued on page 2 SEP 2 & 2015 Job Truss Truss Type Qty Py r A0026843 7-15-15 HH2 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:52 2015 Page 2 ID:Pz9miXgZhAf17MWN5gpHPuypesw-GvtGKsiMGvLYxWOtFgpTdyeo?yTdVbA?tr?IgDyZXX LOAD CASE(S) Standard 0000•• ._ .. . ... ... _ .. _................. • • • 0000•• •• • 0000 • 0000•• 0000 .00.00 �. 0000•0 • • • 0000•• 0000 • • • • • • 0000•• � 0000 • 0000• 0000•• • • 0000• •• •• •• •• 0000•• i ' 0000•• • • • • • • 0000•• � 0000•• • • • •0000• ' Cly tff"f'li PE 12249 Ea 00213512 1220 a �1trJXJ M-(303)2624225• FA)f-(30)2Gi2-=4 SEP 2 8. 2015 Job Truss Truss TypeQty Ply A0026844 7-15-15 HV4 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek industries,Inc. Sat Sep 2617:26:52 2015 Page 1 ID:Pz9mixgZhAf17MWN5gpHPuypesw-GvtGKsIMGvLYxV4OfFgpTdye xycZVp5?tr?IgDy2iXX 2-0-0 2-0-0 Scale=1:3.8 B1 2 { 1 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL . 0.90 TC 0.00 Vert(LL) n/a - n/a 999 TCDL 15.0 Plate Metal DOL 0.90 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Lumber DOL 0.90 WB 0.00 Horz(TL). 0.00 n/a n/a BCDL 10.0 Rep Stress Incr YES (Matra) Weight:5 Ib FT=0% Code FBC2014/TP12007 LUMBER- BRACING- •••••• BOT CHORD 2)6 SYP NO2- _. ......_. .. ..___...___... ............._._ gOT CHORD Rigid ceiling direc&X aNplied or 1 -0-0 oc bracing: • J-. N(iTek recommer�� ha�Stabilr ��d red • • `� �; � :_. cross bracing be InsteRed during ss erectiotS,frs accordance with•3�QI'll�er Insthllatian uide. • • REACTIONS. (Ib/size) 2=12/2-0-0 (min.0-1-8),1=12/240-0 (min.0-1-8) •••••• 000000 • • Max Grav2=24(LC 3),1=24(LC 3) 000* • •*00* FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. •••••• •••••; 009::••••• NOTES- i••i•i • •• 1)•Gable requires continuous bottom chord bearing. ' ' ;...;• •••••• 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ••• • ••• 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this trust. . • V: . • LOAD CASE(S) Standard COh19u(.TAX D IDA . CIVl1:/S'4Fd1G7URAi. PE 17149 Ba CA V WO&M 3%TERRACE MAI,1100A 3336 F3 IM-00)20-6M FAX-034M262-Mol SEP 2 & 2015 Job Truss Truss Type Q11Y Ply r A0026845 7-15-15 W8 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MITek Industries,Inc. Sat Sep 26 17:26:53 2015 Page 1 ID:PzsmiXgZhAf17MWN5gpHPuypesw-k5QeXCJ 1DTPZgbrpNUOAA4eLxUEGL86MIDyZIXW 4-M 4-0-0 Scale=1:7.6 2x4 11 - 2 3.38 F12 W1 1 B1 3 2x4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL- 1.33 TC 0.32 Vert(LL) n/a. - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a We .BCDL 10.0 Code FBC2014frP12007 (Matrix) Weight 11 Ib FT=0% LUMBER- BRACING- :900;0 TOP CHORD 2x4 SPNo_2......._.__-_ - __00 00._000.0_.__._ .. .__-.. TOP CHORD Structural-wood 3t��h g directllpgQlied or 4 0 BOT CHORD 2x4 SP No.2 purlins, except end-verticals. • • • WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling direblf ftlied or ICb-Voc braciilia MTek recorrimbficTirfflat Stabilizers and req!_"e•: cross bracing NAR&AVpddunJ94W$%erecti8h,in accordance withetltbilizer Installation guide.••0•• REACTIONS. (Ib/size) 1=154/4-0-0 (min.-O-1-8),3=154/4-0-0 (min.0-1-8) •.w•• • • ----- Max Horz 1=149(LC 4) • • • • • Max Uplift1=215(LC 4),3=-257(LC 4) :6 • • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ' ' :086600 • TOP CHORD 2-3=126/271 0•0 • • • NOTES- 0000 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf,h=15ft;Cat.II; i Exp C;Encl.,GCpi=0.18;C-C Comer(3);Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about.its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection.(by others)of truss to bearing plate capable of withstanding 215 Ib uplift at joint 1 and 257 Ib uplift at joint 3. - 6)"Semi-rigid pftchbreaks with fixed heels"Member end fusty model was used in the naml LOAD CASE(S) Standard CaN918.1'm PA C lYL 167f8 11IR& M22249 EIL 000100 T20 613*zr KAal►RXFVA 3MI'Lod ' 7M-(30)2&2-6Z5- FAx OW26s-zau SEP 28. 2015 Job Truss Truss Type Qty Py A0026846 7-15-15 J1 ROOF TRUSS 8 1 Job Reference(optional) 7.630.s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:53 2015 Page 1 ID:Pz9miXgZhAf17MWN5gpHPuypesw-k5QeXCJ_1DTPZgbrpNUgA WLykEGL86VIIDfyZiXW -2-4-0 1-0-0 2-4-0 1-0-0 Scale=1:6.7 5 3 3.38 12 2 T1 E1XAA 1 ' 0 o e Qo Qo 0 QO 4 5x6= 1-0-0 r 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES. GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.00 . 2 >999 240 . M12LI••• 244ilMo•• TCDL 15.0 Lumber DOL 1.33 BC 0.01 Vert(TL) -0.00 2 >999 q$Q• • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL). -0.00 3 Na Na •••••• •• BCDL 10.0 Code FBC2014/TP12007 (Matrix) •00:0" Wettf•/Ib W=-t8% • LUMBER- BRACING- •••• •000 •••• • • TOP CHORD 2x4 SP N6.2 _. ......__...__... . ........ . ... . ..._TOP CHORD Structural wood s9eAwai direc*apprik or 144hoc... BOT CHORD 2x4 SP No.2 purlins. •••••• • . 00:0•• BOT CHORD Rigid ceiling direcfI sWJied or 1", %lbracinq....• MTek recommegd%4VtStabilizerspnd required cross bracing be•instelled during trust erectiory 14• • accordance witheStabilizer InstalleLi ice. REACTIONS. (lb/size) 3=270/Mechanical,2=577/0-8-0 (min.0-1-8),4=9/Mechanical . • • .0000: Max Horz 2=120(LC 4) •• • •• i•i • Max Uplift3=-270(LC 1),2;--W9(LC.4) •• • Max Grav3=448(LC 4),2=577(LC 1),4=18(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;Encl.,GCpi=0.18;C-C Exterior(2)-2-4-8 to 0-7�8,Interior(1)0-7-8 to 0-11-3;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 141.0 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 270 Ib uplift at joint 3 and 869 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the anal si n I 0 LOAD CASE(S) Standard W'SILT1102 :PIs. CIVIL/STRJMWA M 22249 E&00050 t =0 60L 39th 78MUZ MR%11DODA 3385 1M-(305)262-6Z%- FAX-[305)262-20N SEP 2 8. 2015 Job Truss Truss Type Qty Ply e ,,, , ;.r; A0026847 7-15-15 J3 ROOF TRUSS 8 1 _ Job References(optional) - ' s J'1 9 0 5 MITek Industries,Inc. Sat Sep 2617:26:53 2015 Page 1 ID:Pz9miXgZhAf17MWN5gpHPuypeaw-k5QeXCJ_1 DTPZgbrpNUgAAypLxmEGL86VIIDryZIXW -2-4-0 , 3-0-0 , 2-4-0 3-0-0 Scale=1:10.5 3 3.38 12 2 T1 5 61 1 0 4x4= 4 3-0-0 3-0-0 Plate Offsets(X,Y)— [2:Edge,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in .(loc) Vdefl • Ud• PLATES GNP*** TCLL 30.0 Plate Grip DOL 1.33 TC 0.89 Vert(LL) -0.00 2-4 >999 024Q ; M7Q%0 244/1416 00 0000 0009:0 TCDL 15.0 Lumber DOL 1.33 BC 0.07 Vert(TL). -0.01 2-4 >9991$g • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rr/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) 000000 000'' Weight:13 Ib oWo-b% .-LUMBER=...... _.... .._........._ _.. ... - - BRACING= • • •••••• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly agpl'Ied or 2.429 oe� BOTCHORD 2X4 SPNo.2 purlins. 000000 '•• •: •••••• BOT CHORD Rigid ceiling dire�tjy,%ofed or 10-0 3 oc bracing. .' MTek recomminds'th t Stabiyzers and requited••• i cross bracing be inst%lled duri �it Werectigp,in I accordance with Stabilizer Ins Ilation uide.•••••• REACTIONS. (Ib/size) 3=36/Mechanical,2=515/0-8-0 (min.0-1-8),4=25/Mechanical • . • Max Horz2=168(LC 5) •• • Max Uplift3=36(LC.1),2=-650(LC 4) Max Grav3=137(LC 4),2=515(LC 1),4=50(LC 3) Lv, 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;Encl.,GCpi=0.18;C-C Exterior(2)-2-4-8 to 0-4-0,Interior(1)0-4-0 to 2-8-0;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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withsta 650 Ib uplift at joint 2. �1ti� (fid. 6)"Semi-rigid pitchbreaks with fared heels"Member end f6*model was used in the ani rl-c3Y'th o c C.00VBd.m PA LOAD CASE(S) Standard C,IVL I t3'lfi'tLIWAI. • PE 1x149 i:8. 711-00)262-62W FAX-00)V62-WW SEP 2 8. 2015 Job Truss Truss Type Qty Ply r A0026848 7-15-15 J5 ROOF TRUSS 7 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:53 2015 Page 1 ID:Pzgni XgZhAf17MWN5gpHPuypwm-kSQeXCJ_1DTPZgbrpNU9AAypLvyEGL86VIIDryZiXW -2-4-0 5-0-0 2-4-0 5-0-0 Scale=1:14.2 3 3.38 12 2 T1 B1 1 d p 4x4= 4 1 5-0-0 5-M Plate Offsets(X Y)— [2:Edge 0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) Vdefl •L/d • AM GVJR••• TCLL 30.0 Plate Grip DOL 1.33 TC 0.89 Vert(LL) -0.03 2-4 >999 '7,4p' ; MTX** 244/19d' TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(TL) -0.06 2-4 >866 1 • • ' BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a M a: BCDL 10.0 Code FBC2014lrP12007 (Matrix) ••••'• Weight 19 Ib :TrT#.(�°/a �•v•r __ ....�a•••s ..._...a•.•ea_ TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood"gtjijV directlyeappliod or 2-2448% BOT CHORD 2x4 SP No.2 purlins. • • • ' ' BOT CHORD Rigid ceiling direcal�a lied or 10-0-Q oc bracing. • MiTek recommepdstht:StabilVers qpd requil 1 cross bracing be installed during4nm#erechog,in accordance Stalpttzer Instillation guide. ••••.• REACTIONS. (Ib/size) 3=119/Mechanical,2=560/0-8-0 (min.0-1-8),4=45/Mechanical •• • .' . • Max Horz2=222(LC 5) •' ' Max Uplift3=-244(LC 5),2=-594(LC 4) Max Grav3=119(LC 1),2=560(LC 1),4=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- i 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;Encl.,GCpi=0.18;C-C Exterior(2)-2-48 to 0-4-0,Interior(1)0-4-0 to 4-8-0;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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withs 594 Ib uplift at joint 2. Tr 6T tPYPe'tlt "0 M 6)"Semi-rigid pitchbreaks with fixed.heels"Member end fixity model was used in the an ig tfYls `t�=' CQILTINS ar*1151=1 PA LOAD CASE(S) Standard Ch&/87RtlC7WA f'E x1249 F.B.rD9J0M ��.�7f F9a1f.Ft.o>�it 33E5 7M-(30)Ha-6215• FAX-W)26240W SEP 2 8, 2015 Job Truss Truss Type Qty Ply A0026849 7-15-15 J5A ROOF TRUSS 1 1 Job Reference(optional) 7,030 s Jul 9 2015 MITek Industries,Inc. Sat Sep 2617:26:53 2015 Page 1 ID:Pz9miXgZhAf17MWN5gpHPuypeaw-k5QeXCJ 1DTPZgbrpNLi8AA0rLubEGL86M[DfyZ!XW 5-0-0 ' 5-0-0 Scale=1:9.6 2 3.38 Ff2 4 T1 131 2x4= 3 5-0-0 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 0.63 Vert(LL) -0.03 .1-3 >999 240 MTr20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(TL) -0.07 1-3 >767 180 000000 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL). -0.00 2 n/a Oda .� ' ""•• SCDL 10.0 Code FBC2014/TP12007 (Matrix) " Wr3j§ t't4Ib FT:99% LUMBER- BRACING- •••:•• . • TOP CHORD 2x4 SP No-.2 _. ... ..._. .--.---_.......... .. ........._. TOP CHORD Structural wood s heaWQg directly appl�or 546 be*-: BOT CHORD 2x4 SP No.2 purlins. • • 00 BOT CHORD Rigid ceiling direcio�ppli or 110-0 oc bracing. • MiTek recommeggfi0 t~StabilrVSr$requir - cross bracing be installed during truss erection,Ino • accordance withWlN&Installatidn guide. • REACTIONS. (Ib/size) 1=251/0-3-8 (min.0-1-8),2=203/Mechanical,3=47/Mechanical • :00.:. •••••• Max Horz 1=194(LC 5) • • • . • Max Uplift1=210(LC 5),2=-298(LC.5) •• i • :0: 0 "'0 Max Grav 1=261(LC 1),2=203(LC 1),3=94(LC 3) • 00 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;Encl.,GCpi=0.18;C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 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 other live loads. 4)Refer to girders)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 210 Ib uplift at joint 1 and 298 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the anal 1 n o Ilt�o LOAD CASE(S) Standard CON&VINS PA CWL I13N,IC URA(, P'P.22148 F.,IL OSOM • '�D 513.39th it'rd?ACl:l9M'A„r'1.OR�lA 3355 • M-(3®5)252-6M FAX-00)262-20W SEP 2 S. 2015 Job Truss Truss Type Qly Ply j A0026850 7-15-15 J7 ROOF TRUSS 6 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:53 2015 Page 1 ID:Pz9miXgZhAf17MVvNSgpHPuypesw-kSQeXCJ_1 DTPZgbrpNU9AAALgDEGL86VIIMZiXW -2-4-0 7-0-0 2-4-0 7-0-0 ' Scale=1:17.8 Camber=3/16 in 3 3.38 F12 5 T1 2 B1 1 d n 44= 4 7-0-0 7-0-0 Plate Offsets(X Y)— [2:Edge 0-2-4] LOADING (pal) SPACING- 2-0-0 CSI. DEFL. in .(Ioc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.95 Vert(LL) -0.11 2-4 >722 240 MW26•:• 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.55 Vert(TL). -0.27 2-4 >289 380•' ' '•••;• -BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na fid •••• • BCDL 10.0 Code FBC2014ITP12007 (Matra) 090:0e deig1*425 Ib *":11% LUMBER-..._.. _. __._.._ ........._.. ___..__..___... ...____._ _ ._ ...._-•BRACING= .. .. i •�-.... .._�._.....� • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood dhiggitDIM directbappfied or 1-4-12 oc BOT CHORD 2x4 SP No.2 purlins. .**00 BOT CHORD Rigid ceiling diregiV oaf i�Qed or 100-9 of braci►1()!••• MTek recommends that Stabilikefs d6d requl cross bracing ba 1n'siallld during trdss erection,in• accordance with Stabiliker Ins uide.•••••• REACTIONS. (Ib/size) 3=233/Mechanical,2=646/0-8-0 (min.0-1-8),4=65/Mechanical .• • • • Max Horz 2=245(LC 5) •• • • ... ;••'•; Max Uplift3=342(LC 5),2=599(1-C 4) • • i Max Grav3=233(LC 1),2=646(LC 1),4=130(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 Exterior(2)-24-8 to 0-4-0,Interior(1)0-4-0 to 6-8-0;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 plate capableof.withstao uplift at joi"a it 5 a,ad 599 Ib uplift at joint 2. nom,[ ,ter,fl,0 M 6)"Semi-rigid pitchbreaks with foced.heels"Member end fulty model was usedln the ana ys Ig =' CON91ATM PA LOAD CASES) Standard GLIA/81RUMURAL P.E.ZU45 ED, tem se.fth n.WACE Kft I4.00A MS . 'TF7.-!3(�)I8Y-6Iffi• F/Ot-f30s)�?-�N SEP 2 S. 2015 j Job Truss Truss Type Qty Ply r A0026851 7-15-15 M1 MONO TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:53 2015 Page 1 ID:Pz9mixgZhAf17MWN5gpHPuypesw-kSWCJ 1DTPZgbrpNUSAA09LmzEGL86MIDfyZiXW 4-8-0 , 4-8-0 • 2x4 11 Scale=1:9.0 2 Camber=1/16 in 3.38 F12 4 01 T1 W1 1 131 A 3x4= 3 2x4 11 4-8-0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL ' 1.33 TC 0.61 Vert(LL) 0.07 .1-3 >683 240 M'L20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(TL) -0.12 1-3 >428 180 •••••• 13CLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL). 0.00 n/a Wa• 0 '""" BCDL 10.0 Code FBC2014/TP12007 (Matrix) Wq§Mf 2Q Ib FT&Q% LUMBER- BRACING- TOP CHORD'2X4 SP •••:•• • � N6.2 ._ � . TOP-CHORD Structural wood she�tpg direcdy'appljpd or 4�9bb .: BOT CHORD 2x6 SYP No.2 purlins, except er% c'als. •••••• WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling direcll a7*7 pplied or -14 oc bracin'�:"• MiTek recommejro3Stabilitgr}s�anf required cross bracing be ins ta ed duringuuss erectiorS,11T':' accordance witlVtsiitfer Installatidn quide. REACTIONS. (Ib/Size) 1=1143/0-8-0 (min.0-1-8),3=1143/0-3-8 (min.0-1.8) • • • •••••• Max Horz 1=178(LC 5) • • 1 Max Uplift1=1047(LC 5),3=1107(LC 5) •• . �. *.0 0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=188/276 NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf;h=1511;Cat.11; Exp C;Encl.,GCpi=0.18;C-C Exterior(2)0-4-0 to 34-0,Interior(1)3-4-0 to 4-6-4;Lumber DOL=1.60 plate grip DOL=1.00 2)Plates checked for a plus or minus 0 degreerotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1047 Ib uplift at joint 1 and 1107 Ib uplift at joint 3. 5)Girder carries tie-in span(s):18-1-12 from 0-0-0 to 4-84) 6)"Semi-rigid pitchbreaks with foxed heels"Member end fixity model was used in the anal i n(!6n% 7)In the LOAD CASES)section,loads applied to the face of the truss are noted as front F ). • CAt9tiLTIN'i iadc"r PIL LOAD CASE(S) Standard did./87RICIURAL 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 PE Z12t9 EA00050 ' 7t7�8a,39Th TERR4CE hkMl,FLOfa'iA 3385 M-(_VS)262.62*• FAX-W)262-20N i Continued on page 2 . SEP 2 $. 2015 Job Truss Truss Type Qty Ply A0026851 7-15-15 M1 MONO TRUSS 1 1 Job Reference(optional) --,7.,63Q S Jul 9 2015 MITek Industries,Inc. Sat Sep 2617:26:53 2015 Page 2 ID:Pz9miXgZhAf17MWN6gpHPuypesw-k6QeXCJ_1 DTPZgbrpNUgAA09LmzEGL86M[DfyZ!XW LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-456(F=-436),1-2=90 • • o • • I • • • • •••••• i CONOLLTWi B PA . CNlIr/9'1TdtGTURA(. RE 12248 EILOOM WO 61 M 7ERRACE KftnDMA 3355 1'Et.-13rd9126R-F,�• RAX-f3®3)2bY-5»N SEP 2 8. 2015 Job Truss Truss Type Qty Ply r A0026852 7-15-15 T1 HOWE 1 2 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 26 17:26:54 2015 Page 1 ` ID:Pz9mixgZhAf17MWN5gpHPuypesw-CH 1kXKcoxbG8gA1MSmdNj7 13NzdelL9Usl6yZiXV -24-0 , 4-1-1 4-8-1 7-3-0 i 9-9-4 104-1�11-7-4 i 14-6-0 2-4-0 4-1-1 7-1 2-6-4 2-6-4 7-1 1-2-5 2-10-12 Scale=1:28.7 Camber=3/16 in 4x5 11 4 3.38112 3x4 3x4 17 3 5 14 153x4-; 6 7 2 16 1 7 c 1 B2 B3 s $ s 13 B1 a 11 10 9 8 s 3x4 4x8' 7x6= 6x8= 3x4= 3x6 II 5x10= = I 7 4-1-1 1 7-3-0 9-94 1P-!!:1P11-7-4 14-6-0 0-314-1-1 7-1 2-6-4 2-64 7-1 1-2-5 2-10-12 Plate Offsets MY)- [2:04-0,0-1-81,[4.0-2-120-2-0] [7:0-1-1,0-1-71,[8:0-",0-1-8],[10:0-4-0,0-4-0],[11:&.3-0,0441 LOADING (psf) SPACING- 24-0 CSI. DEFL in .(loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.86 Vert(LL) 0.19 10-11 >891 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(TL).. -0.31 10-11 >535 180 . . BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(TL)• -0.06 2 n/a . n/a. 000000 BCDL 10.0 Code FBC2014frP12007 (Matrix) '.•• ; W�i�*:160 Ib 'fT`-;0% _ . 400 0.. ....__. _....._.._.. __.. __0000_ .— __._._. , 0000.• 4_�a�...._._...0..0.:0 .. LUMBER- ._._ .. .._. .._.,......°SRACtNG=. . ,. 0000 .. 0000. _ .._._ ...... .. TOP CHORD 2x4 SP No.2"Except" TOP CHORD Structural wood bR1 dMilig directly applied or 3.0-9 oc. T1:2x4 SP M 30 purlins. •••• • . 0000 BOT CHORD 2x6 SYP SS-Except' BOT CHORD Rigid ceiling dirZ34spAlied orVflt&8c bracing B2:2x6 SYP No.2,B1:2x4 SP No.2 00000 0 0 0 • • WEBS 2x4 SP No.2 • • • 0 . .• .. 00 .. 0000.0 REACTIONS. (Ib/size) 7=4800/0-8-0 (min.0-2-13),2=42821043-0 (min.0-2-8),12=010-1-8 (min.0-1-8) o*0;'; • 0• Max Horz7=1463(LC 8),12=1463(LC 8) • • • • ....i. Max Uplift7=3277(LC 5),2=2654(LC 4). 0 •• 0 ••• Max Grav7=4800(LC 1),2=4282(LC 1) .0 . 0 0 . ... 000... . . FORCES. (lb)-Maii.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 0• TOP CHORD 4-5=-843015739,5-14--10763f7310,14-15=-10785/7307,6-15=1079617306, 6-7=-11848/8066;1-2=1404/947,2-16=10277/6937,16-17=-10268/6938, 3-17=-10167/6949,3-4=-8419/5721 BOT CHORD 2-11=-551818310,10-11=5533/8335,9-10=-6051/9041,8-9=-6548/9721, 8-13=-6548/9721,7-13=6548/9721,1-12=965/1463 WEBS 4-10=2835/4198,5-10=2679/1839,3-10=189611333,5-9=1182/1751, 3-11=116811771,6-8=1002/1468,6-9=-822/642. ''. NOTES- ( ii;0 1 1)2-ply truss to be connected together with 10d(0.13174")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc,2x4-1 row t CONOLLIM PA Webs connected as follows:2x4-1 row at 0-9-0 oc. gyp 1 STR 2)All loads are considered equally applied to all plies,except if noted as front(F)or ba ( i e LOAD py_=49 EI3. CASE(S)section.Ply to ply connections have been provided to distribute only loads o ( r(B),un gnhTMAM K f A 33M otherwise indicated. r3os�wx-� pA1c-raz6z�u 3)Unbalanced roof live loads have been considered for this design. Continued on page 2 SEP 2 8. 2015 Job Truss Truss Type Qty Ply A0026852 7-15-15 - T1 HOWE 1 - 2 Job Reference(optional) 7.630 s Jul 9 2015 Mrrek Industries,Inc. Sat Sep 2617:26:54 2015 Page 2 ID:PzgmiXgZhAfl7MWN5gpHPuypesw-CH 1kXKcoXbGBgA1M5wdNj7 13NzdeIL9Us16yZiXV NOTES- 4)Wind:ASCE 7-10;Vult--l75mph(3-second gust)Vasd=136mph;.HVK�;.TCM=,5,W;,I3CDL=5.Opsf;h=15ft;Cat.II;Exp C;End.,GCpi=0.18;C-C Exterior(2)-2-4-0 to 0-8-0,Interior(1)0-8-0 to 7-3-0,Extedor(2)7-3s} t1Q; ORK,I =1.¢O.plate grip DOL=1.60 5)The solid section of the plate is required to be placed over the splice line at joints 11. 6)Plate(s)at joints)7,4, 1,10,5,3,2,9,8 and 6 checked for a plus or minus 0 degree rotation about its center.* 7)Plate(s)at joints)11 checked for a plus or minus 2 degree rotation about its center. 8)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3277 lb uplift at joint 7 and 2854 Ib uplift at joint 2. 11)Girder carries tie-in span(s):18-1-12 from 4-8-12 to 11-7-4;5-0-0 from 11-7-4 to 12-M 12)"Semi-rigid pitchbreaks with faced heels"Member end fodty model was used in the analysis and design of this truss. 13)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)2113 lb down and 1516 Ib up at 4-8-12,and 2113 Ib down and 1516 Ib up at 11-7-4 on.bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:2-11=20,8-11=-461(F=-441),8-13=99(F=-79),7-13=20,4-7=90,1-4=90,1-12=20 Concentrated Loads(lb) Vert:11=2113(F)8=2113(F) I i • • 0000•• • • • • 000000 •• • 0000 00 0000•• 0 • . 0000•• • • • 0000 •••0•• • • 0000•• • 0000 0 00000 ••0000 • • 000 0 0 •0•• • • • 0. 00 •• as 000000 •••••• • 0 00•• • • •000• •• 0 •• 0 • • • •• • • ••• 0000•• CAFaH-•Im PA FO Cr&/OT181G1iJii,A(, M 222-49 EEL voAW • '�da.391h Tf.�L4Cl:!� ,4 i�ls5 ' IM-005)262-6225- FAX-MW 262-2011 - SEP 2 8. 2015 Job Truss Truss Type Qty Ply .__ 7-15-15 T1 HOWE 1 A0026852 2 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Mon Sep 28 12:19:14 2M--rage 1 ID:Pz9miXgZhAf17M WNSgpHPuypesw-BmpvKk9gW VpDWa7ynFpE?ZOjf88B5msomQUrpKyZ6rx 4-1-1 _¢8-13 7-3-0 , 9-9-4 1p-4-1,511-7-4 , 14-6-0 , 16-10-0 , 4-1-1 7-1 2-6-4 2-64 7-1 1-2-5 2-10-12 2-40 Scale=1:27.5 Camber=3116 in 4x5 11 3 3x4 3x4 3.38 L12 16 2 4 13 3x4 15 5 T1 1 T2 14 6 B1 82 Li 7 Id e 11 10 9 8 12 e 5x8— 8x8= 6x8= 3x4= 3x6 II 5x10= 0-9-1 41-1 4-8-12 7-3-0 , 9-9-4 10-4-11511-7-4 , 14-6-0 , 0-0-1 41-0 0-7-1 2-6-4 2-6-4 7-1 1-2-5 2-10-12 Plate Offsets(X,Y)— [1:0-2-13,0-1-7] [3:0-2-12,0-2-0] [6:0-1-1 0-1-7] [8:0-4-4 0-1-81 [10:0-4-0 0-4-0] [11:0-4-0 Ed e] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.96 Vert(LL) 0.21 10-11 >778 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(TL) -0.35 10-11 >470 180 •044•• • 4 BCLL 0.0 Rep Stress Inxx NO WB 0.46 Horz(TL) -0.07 1 n/a �I/a • • BCDL 10.0 Code FBC2014/TPI2007 (Matrix) ••' Wei�t"1.54 ib FT�. LUMBER- BRACING- �: 9090 •••• • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheaWd directly applied or 3-0.14 oc • BOT CHORD 2x6 SYP SS purlins. 090000 • 4 :"'•; WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directlyl pplied or 6-�-''�'x Yracing..4... 40.00. 0 • • • REACTIONS. (lb/size) 6=5158/0-8-0 (min.0-3-1),1=3880/0-8- (min.0-2-5) 0.'00 ' • • • 90 90' Max Horz6=-57(LC 5) - •• •• 4444.. Max Uplift6=-3676(LC 5),1=-2635(LC 4) :•0:0: • • 4040•• .4 • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when s lawn. • • • TOP CHORD 3-4=-8639/5871,413=10899/7417,5-13=10932/7413,5-14=1 6 �o y •• 6-14=11699/7930,1-15=10962t7400,15-16--10877/7401, • ' 2-16=10851/7404,2-3=-8636/5881 F•k• BOT CHORD 1-11=-6944/10336,10-11=-6964/10365,9-10=7071/10526, CML/OrAMM 8-9=-7391/10916,8-12=-7391/10916,6-12=-7391/10916 12249 Q 6WA2 WEBS 3-10=-2952/4353,410=2599/1799,2-10=2423/1699,49=1 1 6, 2-11-1394/2064,5-8--4883/1356,5-9=518/359 1220 5g 3%h TMACE M",RMPA 3355 iEL-(905)26Y-bT15' FAX-f905)?Ev2-1014 NOTES- 1)2-ply truss to be connected together with 10d(0.13174")nails as.follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. SEP 2 2015 Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except•if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf;h=1 Sit Cat.11; Exp C;Encl.,GCpi=0.18;C-C Exterior(2)04-0 to 3-40,Interior(1)34-0 to 7-3-0,Exterior(2)7-3-0 to 10-3-0; Lumber DOL=1.60 plate grip DOL=1.60 ft �P of the plate is required to be placed over the splice line at joint(s)11.' Job Truss Truss Type Qty Ply 7-15-15 T1 HOWE 1 A-00 ZG S5? Z Job Reference tional JAW.s Jul 9 2015 Mi Tek Industries,Inc. Mon Sep 2812:19:14 2015 Page 2 ID;F"rr)(9ZhAf'j.-1"59PHPuYPQ+-BmPVKk9gWVpDWa7ynFpE?ZOJUB5-QUrpKyZ6nc NOTES- 6)Plate(s)at joints)6,3,1,10,4,2,9,8 and 5 checkedfor a plus or minus 0 degree rotation about its center. 7)Plate(s)at joint(s)11 checked for a plus or minus,2 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load noncopcurrent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3676 Ib uplift at joint 6 and 2635 Ib uplift at joint 1. 10)Girder carries tie-in span(s):18-1-12 from 4-8-12 to 11-7-4;5-0-0 from 11-7-4 to 12-0-0 11)"Semi-rigid pitchbreaks with faked 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)2113 Ib down and 1516 Ib up at 4-8-12,and 2113 Ib down and 1516 Ib up at 11-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASES) Standard 1)Dead+Roof Live(balanced):Lumber Increase--1.33,Plate Increase=1,33 Uniform Loads(plf) Vert 1-11=20,8-11=-461(F=-441),8-12=99(F=-79),6-12=20,3-7=-90,1-3=90 Concentrated Loads(lb) Vert 11=2113(F)8=2113(F) � � 9999•• • • • ' 9999•• •• • 9999 • 906.0• 9999 • 6 9999•• •0000•00*0• 6 • • 9999•• 6 9999 • 9999• • • 9999• . 4 • • • • • 0000• • •• •• 6• •• •0000 9 999 •• • . • • • • 0 • • 6 6 9999•• 00000 • 0 • 6 • • of • •0004• 4 ••• 4 • •00 • C,a FA CML I SWIM PE 21245 CA WMD WO W 30 TOWa M4 RMA 3365 I.-f305?163-6135 FAX-005)383-VI1 SEP 2 8 2015 Job Truss Truss Type Qty Py t A0026853 7-15-15 T2 FINK 2 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:54 2015 Page 1 ID:PzgmD(gZhAf17MWN5gpHPuypesw-CH 1kXKcoXbGBgA1M5s)1NJEA174zielL9Us18yZIXV 1-4-0 4-8-7 9-0-14 13-5-5 18-1-12 3-4-7 4-4-7 4-4-7 4-8-7 0-7-8 Scale:3/8"=1' Camber=1/8 in 4 4X4= 3.38 F12 3 4x4 10 11 2x4 i 3x4::r 2 4 g 12 5 o Cd e a 6x10= 8 7 6 1 3x4= 3x4= 3x4= 4x4= -8 6-1-15 11-11-13 18-1-12 -8 5-5-7 5-9-14 6-1-15 Plate Offsets(X Y)— [1'Edge 0-2-0] [2'0-0-100-2-0] [5:Edge 0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in .(Ioc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.40 Vert(LL) -0.10 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(TL). -0.24 6-8 >867 180 • • 43CLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.07 5 n/a Q/a •• • ..••• BCDL 10.0 Code FBC2014frP12007 (Matrix) •• Weig1467.8 Ib FT Op� LUMBER-, __• _.... .......'.'.' _ .. . ..•... . LUMBEi't ._. ___ ._._..___-_ _ ...., . l ..... ,�_ _,..__'BRACMtG- � TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shep1hI ng directiy aPl led or 3-9;1 • BOT CHORD 2x4 SP No.2 purlins. • • •...'6. • • WEBS 2x4 SP No:2*Except* BOT CHORD Rigid ceiling directif i ied or 5.6-9 oc bracing,••.. W1:2x8 SYP No.2 MTek recommen a Stabilgers anfl requireel••• cross bracing bel Ast9Red duringtmss®rectio%j►3... accordance witMOzer Installation guide. • REACTIONS. (Ib/size) 5=971/0-3-8 (min.0-1-8),1=971/0-8-0 (min.0-1-8) • • . a • Max Horz 1=6(LC 4) • • . Max Uplift5=-521(LC 5), 1=521(LC 4) •..• ; • ••• •... ' FORCES. (lb)-Max:Comp./Max.Ten.-All forces 250(lb)or less except when shown. •• • TOP CHORD 1-9=-2322/1179,2-9=-2244/1187,2-10=-2052/1054,3-10=1995/1062, 3-11=2046/1089,4-11=2105/1078,4-12=2322/1223,5-12=2408/1215 BOT CHORD 1-8=1066/2153,7=8-713/1568,6-7=-713/1568,5-6=-1096/2229 WEBS 2-9=368%292,3-8=201/534,3-6=-226/590,4-6=-395/305 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 Extedor(2)0-4-4 to 3.44,Interior(1)3-4-4 to 9-0-14,Exterior(2)9-0-14 to 12-0-14; Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 1 oil o c o 4)This truss has been designed for a 10.0 psf bottom chord live)pad nonconc�t tr RtwithI � 5)Provide mechanical connection(by others)of truss to bearing platecapable o"Alts plift at join FA 521 Ib uplift at joint 1. FE {g 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint( 7)"Semi-rigid pitchbreaks with fixed heels"Member end fudty model was used in the ann of th7awACEI�AhII,Pl.OtBD.t'3m8)Gap between inside of top chord bearing and first diagonal or vertical web shall note LOAD CASE(S) Standard SEP 2 S. 2015 Job Truss Truss Type i).. Qty ply A0026854 7-15-15 T3 QUEENPOST 2 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:55 2015 Page 1 ID:Pz9mixgZhAfl7MwN5gpHPuypeow-hUYPyU.EZtj7c IDwoNAFbWv9V5i9pRZpEPHYyZIXU -2-4-0 3-9-8 7-3-0 1 10-8-8 14-6-0 16-10-0 2-4-0 3-9,8 3-5-8 3-5-8 . 3-9-8 2-4-0 Scale=1:33.8 s . 4x4= 3.38 V2 4 2x4 >134 3 12 5 2 11 146 1 B2 2 7 c B1 e e g � e B1 'n 3x4= 3x5% 5x8= 8 3x4= 3x5 -0r3-0 7-3-0 14-6-0 14-Q-7 04-0 7-3-0 7-3-0 01317 Plate Offsets(x Y) [9:0-4-0,0-3-0] LOADING (psf) SPACING- 240-0 CSI. DEFL in .(Ioc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.79 Vert(LL) -0.04 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.53 Vert(TL). -0.11 6-9 >999 180 :000:0• -BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.06 10 n/a I�/a • : BCDL 10.0 Code FBC2014ITP12007 (Matrix) toWeig) y7�21b FT 3l. LUMBER-.... .. . ...._...BRACING- -�•.�::-: --..._. ._ •• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sh yai�g directly applied or 4-8�1 P�• BOT CHORD 2x4 SP No.2 purlins. • . . �; • • WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directi?Ao fied or 7.8-8 oc bracing.•. MTek recommemagMstabli4ftand required••• cross bracing bd'iflsthlted during4msstrectini'a., acx ordance biliaer Installatin guide. • REACTIONS. All bearings 0-8-0 except at=length)10=0-1-8,8=0-1-8. _ • • • . • i • •••••• (lb)- Max Horz2=-4(LC 4) • • • Max Uplift All uplift•100 Ib or less at joints)except 2=-607(LC 4), '•�' ••••• •• •• 6=-607(LC 5) • • • i Max Grav All reactions 250 lb or less at joint(s)10,8 except " • 2=1032(LC 1),6=1032(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11-1401/765,3-11=1390/775,3-12=1128/567,4-12=1086/575, 4-13=-1086/575,5-13-1128/567,5-14=-1390/775,6-14=-1401/765 BOT CHORD 2-9=-631/1244,6-9=-627/1244 WEBS 3-9=-267/271,4-9=-16/281,5-9=-267/271 . 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.Ops; s - Exp C;End.,GCpi=0.18;C-C Exterior(2)-2-4-0 to 0-8-0,Interior(1)0-8-0 to 7-3-0, t Lumber DOL=1.60 plate grip DOL=1.60 Ca'R-TW' FA 3)Plates checked for a plus or minus 0•degree rotation about its center. GYM./$TAX 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent a r e loads. P•_�S EB.ID00W 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,8. ixtm sm 391h 7RR4CE! 8,fi0R$iil33Fi5 6)Provide mechanical connection(by others)of truss to bearing plate capable of with* n uplift at1WAt3Q!Q0 42*• FAX-NO)262-z0W 607 Ib uplift at joint 6. Continued on page 2 SEP 2 8. 2015 Job Truss Truss Type Qty Ply A0026854 7-15-15 T3 QUEENPOST 2 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:55 2015 Page 2 NOTES- ID:Pz9miXgZhAf17MWN5gpHPuypesw-hUYPytLEZgpo IDwoNAFbGJv9V519pRZpEPHYyZ[XU 7)"Semi-rigid pitchbreaks with fixed heels"Member end fid*model-was used,in.the analysis and.design of this truss. LOAD CASE(S) Standard •• • •••• • . I r CONBELTWS 1243NMIM,FA CIA I b'IRIC MRA PE 227,48 Ea 000WO 1220 8t2.M 7ERR4CEl1^XOFOA OW M-f3 O262-62ffi• PAX-00)262-20W • SEP 2 & 2015 Job Truss Truss Tyzpe .,. r i, Qtyr..: Ply, A0026855 7-15-15° V11 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:56 2015 Page 1 ID:Pz9mIXgZhAt17MM5gpHPuypesw-9g6n9DLtK8s Q7KQLNuPnooajzvMRcaboTzypyZI(T 6-M , 12-0-0 , 6-0-0 6-0-0 Scale=1:19.2 4x4= 3.38 F12 2 6 7 5 T T1 g T1 1 3 2x4 2x4 II 2x4 12-0-0 12-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdef1 Ud PLATES GRIP TCLL 30.0 Plate Grip DOL . 1.33 TC 0.40 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix) Weight:35 Ib FT=0% LUMBER- BRACING- • • .•TOP.CHORD 2x4 SP..No.2 ._.... ..-_..____. ............._.._-_.____.__..._......_..-._.____-_..TOR-CHORD Structural.wood sheathing.direw-10AU.or-64W06•. BOT CHORD 2x4 SP No.2 purlins. •.,• ; • OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling direyaa,pplied or tfc brecri . • Mi Tek recomm@Q4ft@t Stabilizerg and requjred cross bracing be inr�stalled during truss erections in•• accordance with��a'b Maker InsQsW1wuIde.' REACTIONS. (Ib/size) 1=228/1240-0 (min.0-1-8),3--M81124)-0.(rhIrf,0-W,4=632/12-0-0 (min.0-1-8) mesa • ••••• Max Upliftl=178(LC 4),3=178(LC 5),4=386(LC 4) **:so: • • ••••• Max Grav 1=239(LC 7),3=239(LC 8),4=632(LC 1•) 4 •• •• •• •• ••••.• • r4 i. • FORCES. (lb)-Max.Comp./Max.Ten.-All fords 250(Ib)or less except when shown. ; • WEBS 2-4=444/367 .••••• • NOTES 0 Goo - 1)Unbalanced roof live loads have been considered for this design. a..* 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vesd=136mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf,h=15ft;Cat.II; Exp C;Encl.,GCpi=0.18;C-C Exterior(2)1-0-11 to 4-0-11,Interio41)4-0-11 to 640-0,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 about its confer. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load noncont;urrent with any other live loads. 6)Provide mechanical'connection(by others)of truss to bearing plate capable of withsta , 178 lb uplift at joint 3 and 386 Ib.uplift at joint 4. �IIe 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the ana s n� c C aI L.TM ENS ,PA LOAD CASE(S) Standard CWlI;./STMICIWAL PE 22148 Ea000012 7220 6A M 7ERRAM MAN,RAV3385 TM-(303)262-67)3• RAX-rMW262-WA SEP 2 & Z015 Job Truss Truss Type (lty Ply A0026856 7-15-15` V15 HOWE 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:56 2015 Page 1 ID:Pz9mixgZhAf17MWN5gpHPuypesw-9g6n9DLIK8s Q7KQWuPnoodDZxCRdGboTzypyZi f 5-0-11 8-0-0 10-11-5 16-0-0 5-0-11 2-11-5 2-11-5 5-0-11 Scale=1:25.6 • 04= 3.38 FUT 3 • 2x4 11 2x4 11 4 9 T 2 T1 10 1 5 3x4 z 8 7 6 3x4 2x4 11 2x4 11 2x4 11 5-0-11 8-0-0 10-11-5 16-0-0 5-0-11 2-11-5 2-11-5 5-0-11 LOADING (psf) SPACING- 240-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL. 1.33 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.15 Vbrt(TL) n/a ' - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n1a BCDL 10.0 Code FBC2014ITP12007 (Matrix) Weight:50 Ib FT=0% LUMBER- BRACING- • • w.. -TORCHORD 2x4SP.No2.•_.. ...__._._. -.__....._...._..._...• .. .. ....._._....._ ..._.._..T.OP_.CHORD - •Structural wood.Sheathing direlf IIA IW.or 6M i.e BOT CHORD 2x4 SP No.2 purlins. • • • • WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling dire44- �a Tied or$Mac brad . • MITek recommgg4s;r t Stabilizer and required — r - ---- -- cross bracing be instailed during truss erection+kb•- acoordance wity%W• er InAll uide.• • REACTIONS. All bearings 16-0-0. Goo* • •• •• (lb)- Max Uplift All uplift 100 Ib or less at joint(s)7 except 1=-125(LC 4), •••••• • • ••••• 5=125(LC 5),8=-282(LC 5),6=-282(LC 4) 00000 '•• •: •••••• Max Grav All reactions 250 Ib or less at joint(s)1,5,7 except .....• • • 8=480(LC 7),6=480(LC 8) • • • • FORCES. (lb)-Max.Comp./Max.Ten.-A11 forces 250(lb)or less except when shown. ; .'. • ;• •�; WEBS 2-8=-370/300,4-6=370/300 •• • • �. • 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;End.,GCpi=0.18;C-C Exterior(2)1-0-11 to 4-0-11,16terior(1)4-0-11 to 8-M,Exterior(2)8-M to 10-11-5; 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 witt anu other lam to ds. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withsts id p I�TIei (I�a except Qt=1b)1=125,5=125,8=282,6=282. -TWx g ,FA 7)"Semi-rigid pitchbreaks with fixed heels"Member end fudty model was used in the an•N a ign of this trusV&/gg , . FIE-22249 E& II LOAD CASE(S) Standard , Wo 9A30I 'M*WACEWARDMA33ss :{ TEL-(903)262.6225• FAX-0001262-WA SEP 2 8. 2015 Job Truss Truss Type Qty Ply • A0026857 7-15-15 V2 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:55 2015 Page 1 ID:Pz9miXgZhAf17MWN5gpHPuypesw-hUYPyU.EZgpo IDwoNAFbGUg9dMrRZpEPHYyZIXU 2-0-0 2-5-8 2-0-0' 0-5-8 3x4= Scale=1:4.7 2 3 3.38 12 1 T2 l i 2-5-8 2-5-8 Plate Offsets(X Y)— [2'0-2-0Edge] LOADING (psf) SPACING- 240-0 CSI. DEFL. in .(loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.00 Vert(TL). n/a - n/a 999 .BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 _ (Matra) Weight:4 Ib FT=0% ••.••• LUMBER=__ ERASING= ` . . •_._ ...•...... ....._ .�.•..•••. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood s>gpthiog directly y 9Qlied or 275-8 pe purlins. • • • BOT CHORD Rigid ceiling direNy a`p'p3led or 1d- -'(i'oc braciAO."" MTek recommends that Stabilizers and req *8; cross bracing be`Aid ed dur6VAW S erectidn,in • accordance withWililizer Installation fluide.••••• REACTIONS. (Ib/size) 1=86/2-5-8 (min.0-6-6),3=86/2-5-8 (min.0-6-6) •••••• • • • ••• Max Horz 1=36(LC 4) ••'••' 's•'•i •••••• r Max Upliftl=110(LC 4),3=116(LC 4) •••••• • •' I 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;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 Exterior(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)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of.truss to bearing plate capable,of withsta uplift at joint q amd 116 Ib uplift at joint 3. ®� 7)Beveled plate or shim required to.provide full bearing surface with truss cho44.joint( ) 8)"Semi-rigid pitchbreaks with fixed heels"Member end f)*model was used in tl�e any a ign of this 921111ULTWs BUMMM,PA CIVIL/0g1G7tpMAL LOAD CASE(S) Standard F.E.12249 Ea OAM • '122rD 8�.3�h TEIZRACL t�AhA,t9.c>ariA 33$5 I TEL-C45)262.62M• FAX-00)262-20N i SEP 2 S. 2015 Job Truss Truss Type Qty Pty A0026858 7-15-15` V3 ROOF TRUSS 1 1 Job Reference (optional 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:55 2015 Page 1 ID:Pz9miXgZhAf17MWN5gpHPuypeaw-hUYPytLEZgl7c IDmWbGTIgdKMrRZpEPHYyZiXU 2-M , 4-0-0 r 2-M 2-0-0 Scale=1:7.6 • 3x4= 3.38 F12 2 3 1 T T1 '.BKKBKK0KBM 4-0-0 4-M Plate Offsets(X,Y)— [2:0-2-0,Edgel LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB .0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix) Weight:6 Ib FT=0% :. LUMBER-...._.. _...._._..____..._ .._. ... _......_.. _._...._..._. BRACING-.. ... _ __... _. ._. iw�i•......._ ._... _ ..... .. TOP CHORD 2x4 SP No.2 •TOP CHORD Structural wood saeatWMS directly applied or 44M:- purlins. •ap6*000 • BOTCHORD Rigid ceiling direcrrpe4@0*cbracin8•••• • MTek recommeadet i1 itStabilizersland requi"••• cross bracing be iaVAKed during truss erectior+In - accordance with'$tapil(z�er Instifl$fidn• uide. •.•.. REACTIONS. (Ib/size) 1=132/440-0 (min.0-7-3),3=132/44)-O (min.0-7-3) • • •••••• • • ••••• Max Uplift1=-172(LC 4),3=-172(LC 4) • • • • • • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ;'•;•; • •. • • • • •••••- NOTES- • • • • • i 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; • •• •• •_ • I C;Encl.,GC 018:C-C Exterio 2 Lumber DOL=1.60 late n DOL=1.60 •• • �P a= . Exterior(2); P grip 3)Plates checked for a plus or.minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 Ib uplift at joint 1 and 172 Ib uplift at joint 3. • 6)"Semi-rigid pitchbreaks with faxed heels"Member end fodty model was used in the analysis and design of this truss. LOAD CASE(S) Standard (g)rhire MIST ILTWX ,PA CNt/VtK Ctli'A Ff-22249 FA OOM we 613V TOWACE t4N'6,#IDWA 33M ' TEL-(325)264-fe225• RAX-r W262•M4 SEP 2 8. 2015 Job Truss Truss Type Qty Ply A0026859 7-15-15° V4 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:55 2015 Page 1 ID:Pz9miXgZhAf17MWN5gpHPuypesw-hUYPytLEZgj7c IDwoNAFbGVABdwiArRZpEPHYyZiXU 2-1-14 4-3-12 2-1-14 271-14 Scale=1:8.2 B1 2 1 4-3-12 4-3-12 LOADING (psf) SPACING- 24)-0 CSI, DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 0.90 TC 0.00 Vert(LL) n/a - n/a 999 TCDL 15.0 Plate Metal DOL' 0.90 BC 0.03 Vert(TL) n/a ' - n/a 999 Lumber DOL 0.90 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a o BCDL 10.0 Code FBC2014frP12007 (Matra) Weight 10 Ib FT=0/o LUMBER- BRACING- BOT-CHORD 2x6 SYP No:2......... ........_...v...____._.._._.____ ._...._._...._...._ ...__._..BOT CHORD Rigid.ceiling directly.applied or..1�Q-Q MTek recomm ds St Stabilkers and requffff•;• cross bracing befttallbd duritgna erection,in•0 accordance witk 6labilieer Instblatk ujde.•0 0 0 0. REACTIONS. (lb/size) 2=27/4-3-12 (min.0-1-8),1=27/4-3-12 (min.0-1-8) ••.•.• • • • Max Grav 2=54(LC 3),1=54(LC 3) 0000 0 0 :0909:0000i 0 0 000000 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 0 0 0 0 0 •0: 0 0 .0.000 0 0 •0000 NOTES- •• •• •• •• 0000:• 1)Gable requires continuous bottom chord bearing. 0••0.0 • • 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 0 0 0 **a*:* 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this jruss.• ;!•••• 0 • 0 0 .00000 LOAD CASE(S) Standard 0• • • 0 0 0 • • CAO LTWS WAIMIM,PA . t�157rd,1ClUR/1t. P.E.22249 Ea 000101 10 6a 3%TERRACE F^#Lt7mA 3366 7M-(305)264-6275 FAX-f31M 261-WA SEP 2 & 2015 Job Truss Truss Type Qty Ply A0026860 7-15-15` V4A ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:55 2015 Page 1 ID:Pz9mIXgZhAf17MWN5gpHPuypesw-hUYPytLEZgl7o IDwoNAFbGTd9bGiArRZpEPHYyZiXU 4-0-0 _ 4-5-8 , 4-0-0 0-5-8 3x4= Scale=1:8.4 2x4 11 3.38 12 2 3 • W1 1 131 4 2x4` 2x4 II 4-5-8 4-5-8 Plate Offsets(X,Y)— [2:0-2-0,Edgel LOADING (psf) SPACING- 24)-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(TL) Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:13 Ib FT=0% :. .LUMBER-.._._ _...._ .__.__..__._.._.. ......._._..... __ ................_ ..____..BRACING•. . - • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood$realft directly applied or 4•+5.8 of• BOT CHORD 2x4 SP No.2 purlins, except end aerticals. ***o • WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling diree*Applied or'POrQ, Oc bracia& •;• MiTek recommends titat Stabilizers+and required • cross bracing be4r"Wled durigg truzis erectkv,V•; accordance witR AWIlker Ins ffiib1h uide. REACTIONS. (Ib/size) 1=179/4-5-8 (min.0-1-8),4=179/4-5-8 (min.0-1-8) • • Max Horz1=95(LC4) �� • ��•• Max Uplift1=164(LC 4),4=-186(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;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 Exterior(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 nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss•to bearing plate capable of withstanding 164 Ib uplift at joint 1 and 186 lb uplift at joint 4. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the anal si ' n4fShies[ LOAD CASE(S) Standard COPISA 116 BIS PA CK/8 9ZIURAL P.E.21249 Eeti 00,D V • wo 8A rA TERRACE tAh6.iiAMA 3383 TEl-f303J26R-G71B• fAx-f30SJ261-7®bl SEP 2 & 2015 Job Truss Truss Type Qiy Ply A0026861 7-15-15` V6 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:55 2015 Page 1 ID:Pz9miXgZhAf17MWN6gpHPuypesw-hUYPytLEZgi7c ID=WbGPg9Y9iArRZpEPHYyZiXU 6-0-0 6-5-8 6-0-0 0-5-8 Scale:1"=1' 4x8= 2 3 3.38 12 T2 6 5 W1 131 4 3x4 7::� 2x4 II 6-5-8 6-5-8 Plate Offsets(X Y)- [2•Edae 0-1-131 LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(LL) n/a ' - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:20 Ib FT=0% :. ._LUMBER-- _.. ._._..__._._.__..._.._.__._...._..._._.._._-..BRACINLCy .. :.••:•....._ . ... TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood%heap.W directly applied or 600 so• BOT CHORD 2x4 SP No.2 purlins, except erWvertcals. ••.. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling diregUyApp),ied or%0&&bracpg...; MTek recomm@Kki vat Stabilizers and required • cross bracing bejQ"Ied durigg trugs erecti�!fH'•; accordance with Neer Innge0umuide. REACTIONS. (Ib/size) 1=289/6-5-8 (min.0-1-8),4--28916-5-8,(min.0-1-8) • • Max Horz 1=133(LC 4) • • . . • Max Uplift1=232(LC 4),4=-270(LC 5) '• '• " •' '•••;• FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. : • : • • ..••:• TOP CHORD 3-4=-206/260 • • :•• • . • NOTES- • • • 1)Unbalanced roof-live loads have been considered for this design. - 2)Wind:ASCE 7-10;Vuit-175mph(34econd gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;Cat.11; Exp C;Encl.,GCpi=0.18;C-C Exterior(2)1-0-11 to 4-0-11,1ntedor(1)4-0-11 to 6-0-0,Exterior(2)6-0-0 to 6-3-12; 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 py other live loads 6)Provide mechanical connection(by others)of truss to bearing plate.capable of withsta d' pIQ int_1 �rasi 270 Ib uplift at joint 4. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the an a ign of this to&LTM g p,4, Com./8Tta1C1WAG LOAD CASE(S) Standard ME 222 Ea 000W M20 6A 39th MWAM KAM,KOODA 39155 Tq.-f91d3)161,6718• fAX-fel XiJ-0,01{ SEP 2 & Z015 Job Truss Truss Type Qty Ply A0026862 7-15-15° V7 KINGPOST 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MTek Industries,Inc. Sat Sep 2617:26:56 2015 Page 1 ID:PzBmiXgZhAf17M WNSgpHPuypesw-9g6n9DLtK8s_Q7KQ WuPnoodUZyCRdHboTzypyZ[XT 4-M , 8-M ' 4-0-0 .4-0-0 Scale=1:14.8 4x4 3.381-1-2 2 T 1 W1 3 1 • B1 4 2x4 2x4 II 2x4 4-0-0 8-0-0 4-M 4-M LOADING (psf) SPACING- 2-0-6 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL . 1.33 TC 0.22 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(TL) n/a ' - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:22 Ib FT=0% LUMBER- BRACING- TOP CHORD.2x4 SP..Nr,2_...... ..._. __.._-_..._. _.....__-----.... .---..._._..._._... ..__.._.TOP-CHORD. Structuralwood sheathing direct&.V,".0rS4w oc. .. .. BOT CHORD 2x4 SP No.2 purlins. • • • •••••• WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling direc�lyeppl; )d or 1244e2bracing. +• MTek recommev*18 t Stabilizers and requilt000*••• cross bracing ba imfeW during truss erection,in + " • 2c oordance with Stab r Installatiov guide- ••••'; REACTIONS. (Ib/size) 1=157/8-0-0 (min.0-1-8),3=157/8-0-0 (min.O=T-8),4 333/8-0-OY�min.0-1-8) • • •••••• Max Uplift1=155(LC 4),3=-155(LC 4),4=258(LC 4) •*:6 0• •• • + FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •• •+ •• •• 000090 WEBS 2-4=260/294 +++•+• • +• • • + • ++•••+ 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=5.0psf,BCDL=5.Opsf-,h=1 51t;Car II;• +• :•: •' • C;Encl.,GC i=018;C-C Exterio 2 Lumber DOL=1.60 late n DOL=1.60 •• • �P P- • Exteriorl[2); P grip 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 honconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 Ib uplift at joint 1, 155 lb uplift at joint 3 and 258 Ib uplift at joint 4. 7)"Semi-rigid pitchbreaks with faced heels"Member end fbdty model was used in the anall pie and dasigA of this tp-wa. LOAD CASE(S) Standard NPU tib q1 CINL/6341C11PAL P.E.22249 Ea _'.Iihod 1220 8�39th 1E!!UW FLORIDA 33$5 IM-003)262.6275• PAX-OW262-M4 SEP 2 S. 2015 ;` Job Truss Truss Type Qty Ply A0026863 7-15-15° V8 KINGPOST 1 1 • Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat Sep 2617:26:56 2015 Page 1 ID:Pz9miXgZhAf17M WNSgpHPuypeow-9g6n9DLtK6s__Q7KQ WuPnood7Zy3RdEboTzypyZIXT 4-1-14 8-3-12 4-1-14 .4-1-14 Scale=1:15.3 4x4 3.38[-1-2 2 T 1 W1 3 1 1 4 2x4 2x4 II 2x4 4-1-14 8-3-12 4-1-14 4-1-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL. 1.33 TC 0.24 Vert(LL) n/a - We 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(TL) n/a ' - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:23 Ib FT=0% LUMBER- BRACING- 2x4 SP Not..... .._. ... _ . . __ ..._.. .._._. TOP CHORD .Structural wood sheathing direct g7aljpd.or.6-Q-0 oc.. BOT CHORD 2x4 SP No.2 purlins. 0 • • 0.0000 WEBS 2x4 SP No.2 'BOT CHORD Rigid ceiling dire)bApplied or 1004oc bracing. 0' MTekrecommeNala#* Stabl6"endrequired••• cross bracing WeAelled during twss erectipn,in 0 accordance with •liter Ins Ilati uide.•••••• REACTIONS. (Ib/size) 1=166/8-3-12 (min.0-1-8),3=166/8-3-12 (min.0-1-8),4=351/8-3-12 (min.0-1-8) • • ••••0 Max Uplift1=-162(LC 4),3=-162(LC 4),4=268(LC 4) ••• •• 0000* • 0000•• • • 00006 FORCES. (lb)-Max.Comp./Max.Ten.=All fords 250(lb)or less except when shown. •• •• •• •• •••••• • WEBS 2-4=2731307 •••••• • • • • • • 00.00• 0.000• 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.Qpt t BCDL=5.Opsf,h=15;intII� .0 : : Exp C;Enc.,GCpi=0.1.8;C-C Exterior(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 nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 162 Ib uplift at joint 1, 162 Ib uplift at joint 3 and 268 Ib uplift at joint 4. 7)"Semi-rigid pitchbreaks with fixed hebls"Member end fixity model was used in the ana LOAD CASE(S) Standard ��'� ! ►u - u ,�. , I CDN&LTM PA CNS./04=0A VWdJa391t+MWALE114"MOVA MiS Tlq.-c�suz�s-ax:g• rax-r�s)xb�-z� SEP 2 8. 2015 This safety-:alert symbol $sd V�ba#tf�art' !tr 21 ;, 1 tterltiopl PtwRS(.�MMi SAF.ET'Jfi�.#N,.V Rl� lj> rf Y. e �� '� �4rfre�-��U � re�d�irarn�• -you CCsee //.i<11issym9.1� rl .. , ESh7M/1aE�. `�.I_ A " :•'4 ! "R.' 7`ttd�ty� nr f�.w T!l;'rf-tr'�:y. ♦A �f'. ,�.^}'..� .: ;PrQ ;k'7 � �.�f++,g `M+• `!°Nir•�L.Qy``.., IPAtiDON. *-*CAUTION,:, 0i Practices:oly dnlicetee Ono `co�ac�ttio,as • P� Ali t, �, _,.. �:. � �,� ti�►�e��)llfns� i�r�-+�?�id•.r >I�>�1�': resat#in fier$oriai injuri►'ctr;c� r:agi <tctprss �. C1ta u ... 7..!Y ; >llilge,ta a#rulctr �': HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS MATE INSTITUTE 583 D'Onofrio Dr.,Suite 200 PLA'T'E CONNECTED WOOD TRUSSESO Madison,Wisconsin 53799 (608)833-5900 it is the responsibility of the installer thauder buiid.'na contractor, licensed personnel inthewoodtrussindusby,butmust,duetothe nature of responsibilities contractor, erector or erection contractor) to pror3ariv receive, unload store, involved,be presented as a guide forthe use of a qualified building designer or handle, install and brace metal plate connected wood trusses to protebt life and installer.Thus,theTruss Plate Institute,Inc.expressly disclaims ary responsibility roe .The installer must exercise the same high degree of safety awareness as fordamages arising from the use,appiieation orralianceonthe recommendations with any other structural material.TPI does not intend these recommendations to and Information contained herein by building designers,installers,and others. be interpreted assuperiortotheprojoctArchiteet'sorEnrJ.ineered"ignspecification Copyright®by Truss Plate Institute,Inc. All rights reserved,This document or for handling,installing and bracing woodtrussesforapartigularrooforfloor.These any partthereof must notbe reproduced in any form without.written permission recommendations are based upon the collective exporianoe of•ieading:technical of the publisher.Printed in the United States of America. CAUTIQN:fihe bujitler:#a�ildisa " 4n#r or'3 ±ay _ l "� r #tngsrild krnoleas } cntractor,,erepJor or prectioct afisedto clbtatn:at><d�epd:ih f9i9tib �g, ti ;,< e Tnj-M. �f�',a't�d nqg,�►II': Dentary and-Becramnaeridatii' fi ' IfCllig, gtt� »t � i" #ilt-Iii+ Ytlting > :_Braing IMetal#Rim'Gr: ect . lIeA[�[fdt ) oether'tt' cc9r.: '!' u;;sesliB,9T'"trorrt- eTr s #eine#It ,� g ��. ts. .. tgi ► zrc, stat>�>� . Rl"#Sqt§TQF i4?GE 405. aiiy; I • • 0000•• `' 0000•• 0000 •••••• • 0000•• • • • ' •0000• 0000 • • • • . • 0000•• •• •' 00006 ••• • • 00000 - •• •• ••. 0.000•• 7 • ' a •000• • • • 00 Trusses stored horizontallyshould be sup. ported on blocking to prevent excessive Trusses•stored vertically should be' lateral bending arca lessen moleture.gain. braced to.prevent.toppling or tipping. ' MfattRititl, i :pleat , IT . � � �Vis'• �' , , �x � � � .h , I��s' ! . r'°'.•,t;�!".rT,.,;°3�T::��?°"'✓. �'l � ��6�;., ,� �,.SV.� r��•�+J 'H,'}'_0.'��x�:''��. r{;_ {, .. e.. •WARNING.po not uae damaged .. �S a.yt..'�':i::;k.'+}2>,,,,F Cr •Y�`L T�W.S+1.'AA6��.,;t=4. ®�®`,,,,-rr'.•.�}•��.�,�,Y�� .,1..�..^ W,: , � � ! ' ''r' �• •:Y:'ij: $:•.s.:',: .: b,. :��1��4^.1'!S•SFK.;+e �.s,.,�,-� `Cf�v*�.=� �iii�A�'�`••n.�� -�{u•� '•uT Frame 9 !. 19�D�C8 tQ the d4++Bl1 J1a�IflbefiS- r p 777 7. .A. Olt,TWI Il 51, e�. .9 ` J oryr -�,' +a,. .r r A:'• ((.r c.,.a.cx t.,v.f or leas or less '•1", W Tag Approximately Appronlmately Tag Une Va truss length '/s truss length Una Truss spans Was than 301. Utting devices should be connected to the truss top chord with a closed-loop Strongback/ Spreader Bar attachment utilizing materials such as@rte slings,chains,cables,nylon strapping, 10, Toe In Toe in etc. of sufficient strength to carry the �- weight of the truss.Each truss should be set in proper position per the building designer's framing plan and held with Approximatelythe Itfiing device until the ends of the Approximately i 3's '/a to 3h truss len h truss are securely fastened and tempo- to 3'a truss length _ 9 Less than or equal to 60' rary bracing is installed. Greater than 60' Tag Une Tag Urte Spreader Bar Strongback/ SpreaderBar 101, 10' Toe!n Toe to At or above. midzhelght } Approximately ADDroximately 'h to%truss iength 'h to?'a truss length Less than or equal to 60' Tag Tag Greater than 601,' Une Upe. • �{� t RI•�MR'7lf+ne��fi'".'.+�t1,!Yli��}'�r ��3''� 4 b '�p r'�t.F ui k •jj'S' '. z' sl? lil�9} 9� 5� ir '•E3,ry��f1c,�i��pQ ��9�,?� a �'..'�'''�$,.,.. t ,£� ... ' ..;• "tea`_ • -� j �i.:M.+Mt�►�r�.!'��dr(.'[5��7';Se�1,:�� ?°`F°'�°S�'R 7` !� m�'xA ,x '7 r � .r �� r. 5 'y � ;�� GROUND BRACING�BUILDINC i4diITE1 x...urMw-rKmr'§n+ ^•.wYROU!,.,,„D ;„� •', 1G:BILp1iI.G'E�CTERIQ.R •, liba D T@i+Chord • • • � '� ' • • • TY1 vertkal, Erltl a LOT a• • ••• P)�• �. ..�{�`—moi' ' lir brace ♦ �'` `-�'��`�••' �• •• • die ;. / ••• ' w(il) �To Chord 1 . •r'f4;r • 't•,; '•'•. ' •'�' lirauwd brace ••\ • • prgwrd Baas Ground V it may«`.° Oup aJte Nie:2ad .-•,! ��.�pp•:.;a. 7*•� ice) � `'•1\ �,..r"'a nsdr r�} y& Strad ^ • � a Y.'„e.y.r A61 b t1r4W1d Drdvea tYPIW bort os”tie mbqrwqh ground stakes mubipb atakea OM i ` , ,�+, } 1�. •�"�a��y� cam''• w4 . a ;kd r��•r..""fix .J`. ., .�. 'r �_ { Frame 2 au-kli TOP.' gORD* �' t2 N-ce 4orgr"arM32' fir"seiis 41121 . 8' 20 15 Over 32'-48' 4112 6' 7 0 / Over 48'-60' 4/12 3' 6 4 • Over 60' See a registered profsssianal engineer ' OF-Dougias.Fir-Larch SP-Southern Pine ur HF-#dem•-Fir SAF-Sprues-Pine-Fir Continuous Top Chord " All lateral braces Lateral Bra" lapped at least 2 Required .. -� trusses. T 10'or Greater _ Attachment Required A� o �rOe .r Topofarda tpatare lateraUybraoed can buok�e • togetharandcausecollaPee111dareienod(ago- ,� r . .oattKackg.UiaBonal tuadng ahordd baar7ed .,j:'.. to Sw u xwfa a of the lop dwrd when witne are alta ltid*4 :tbe topside of the top chord ��x�PI..�CHED�:'TRUSS •v y Cs �� '�7 �3@i } �i 4 s+ .; �, :t. r, ::: „i' �* .•s.a:,r • 'i a; .,. 2 -h a: .s t} ...y -R' d r.✓..:y t s: 'r p r •: � MifiIIMUNI; O CHORR3, DiAGr AITCH il3lERA1 BRAC SHAG N• •. :• 1.2A. SPAN, "'z SPACING(LB """LLruss :MS'SP.DF tbSPF HF,� Up to 28' 2.5 7' 77 12 • •ii• 4. Over 28'-42' 3.0 6' 9 6 • • '�9 •••• • Over 42'-6Q' 3.0 S' 5 3 • • •i� • ; Over 60' See a registered professional engineer • • • •••••• •' • OF-Douglas fir-Larch SA-Southern Pine •••••• ; HF-)Hen-Fir SAF-Spruce-Pine-Fir + •' • r' Continuous Top Chord • • • • 00000 • Lateral Brace —�, All lateral brakes . . .: ' .•..�. Required lapped at least 2 • • •• I �— trusses. •••••• 10'or Greater '•"•' Attachment Required . r. • 0. } Topfo aadrally oed Can buaw i Q oollapserithereionodiago• ry aatbraoiag'01890 al W4011V should be „,rye ed to the andetritle of the top rd when Ur ng are attached to the top.ide of the top chord. � r S�ilS�71J1'1S USS i Frame 3 �.�. .�- -.��C► �.r� �t��S t(M tU,,YY FZv fay h,lyy,A - a • s • • s � fir;� 9 �- � y Yu;,r" �, �- ,�vrx'r+'�r�'=` • ~� y 1 .F • — = J ! u a"o r• !:[c ct��(��('c 5- o wyc �y9,, _o - +'(�' ,Xj � �. � �>> � F a Kj �f w al F � � I x'.`...t s��s 1'Fr�c�-M�ar� r�y`Ii�..�;y��4 4 � j��• I 1 � 2x4/2x6;PAContinuous --. i TOP'Cli TOP•.CFiORD a piAGONALHRACE CHORfl TRUSS> Top Chord uw ., �. :m.?.:,.a ..dgr Lateral Brace MINIMUM LATERAL BRACE S ff}CING,(AB� '' _0 SPAN DEPTI{ SPACING(LBS) #`tru'ssies :; Top chords thatare Required SP.7D.F;:;; S.PF/HF togetherandcauma � collapse Stbereisnodlago- 10'or ireate Up to 32' 30" 8' 16 10 nal bracing-Dlagonaibracing should beneiled Over 32'-48' 42" 6' 6 4 to the wddraWe of the top chord when purune are attached to the topside of the top chord. Over 46'-60' 48" 5' 4 2 Over 60' Seea registered professional engineer Attachment • DF-Douglas Fir-Larch SP-Southern Pine Required HF-Hem-Fir SPF-Spruce-pine-Fir S >!0 20'608, or greater 3r ,rsf^�"'zi'. �'�C 7/"}y{��i"��".,j�¢'?'L''' rt?%a::i- .;.Ef„''A�r *�' ' ,•.'y •4��E$xi'� �yff��Y�Y� y�S�i"Rl"i!• k�#a, q4^. '1• ;� '4'J•,h The end diagonal brace { for cantilevered End diagonals are trusses must be stability and must be lupi ::y Placed on vertical both ends of the truss system. webs in line with the support. '' WAR#ailla��4��rP1jQYt!#h :� � $ lrra �#+Ya<I'� eft > u r� tsrso X13 'Wi w-. o- i r•� s- ,... t j._' 1.0 �•T,Roc 7'T•p'�.. -' `yY e?,�CyS�w. ; s_. ss i.a•. 4x2 PARALLEL CHORD,TRUSS:TOP"CHORD':i ' •Continu • �.� •• • .. B4i; • Top Chorrd • Top,�!Wds that are laterally braced can buckle ••• •••Lateral&ace ••• iogstherandcause collapse ifibereisnodiago- ••• • • >, Diagonal bracing should be nailed 'Required tse underside of the top chord when purlins • • •10""Zireater „ ere tdtached to the topside of"top chord. •• • • • • 00 0 Attachment • .:• Requ�t+e�i•.rs-� ' •/ 0(�8 •• • • ••• • • 116 / f$rru@s 2, •••• i' + 31/za } i w G r hm ✓ : ' -'x +� i'" � 4' .sts e"s•.a`•'�,T�� }e4° „„4; � ...1"RlsseSRlUsthavelum- r ` ' bar oriented in the horn r va ;zontal direction to use : r 7 r irr�s p(aer �' this brace spacing. r m. :.'�'•.' � f:' :res;_ End-diagonals are stabli ty and must be du both ends of the truss system. f: 4 Frame 5 5 " •• ( 12 3 or 6• TCA a TQP. H 4 ,, greater TOPE S HORD Illtici01�1 CE / (� MINIMUM"MINIMUM" .'LA`f`ERBR AGACPACIN�.�B �s' •� � SPAN PITC �: ;:!'.SPACNG(LB •;r.' @- P k P F.;:. 14 Up to 24' 3/12 8' 17 1 12 Over 24'-42' 3/12 7' 1 10 1 6 \ Over 42'-54' 3/12 6' 1 6 1 4 Over 54' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine u- HF-Hem-Fir SPF-Spruce-Pine-Fir ftt, All lateral,braces lapped ate least 2 trusses. . Diagonal brace also required on end verticals. Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle —T— togetherandcauseooliapseHthereianodiago• 10'or Greater nalbradng.Diagonal brecingshoutdbenailad to the underside of the top chord when purilne ` y are attached to the topside of the top chord � Attachment MONO TRUSS. :: Required %•: ;.•'.'Vy�� •'�� :�4�� . Pa �ZY�.�ti.t.;,:e.a .t ;::,e: a. :4.. ..tom .� ;R r ,.Yr�..3 is r r f ..�:�`�•'Fgi,•j>4.� •�+:' .i -r,. .N` .F�r '•'M1:4 ca'::ir•1• .4'i� ,+.Lir •s.liT` -y •••••• i • • • 00069• 4I�+iST L°'LATION'`TOL'•ERAN�CE.S 0.00 0.00• �w . •t�rAgtlti • • i .0000• • 0000.• ' • 0000 . 00000 PLUMB D n DI50.x D ft e� ....•...... 0000. 0000. .........::::........ 0000. 12" 114" 1' * i P•@8ser f�f • •••s i• 4" ' • •LP00 OV*••• • • 36" 34" 3' 0000 s • ••• �••i•: " in 4' • • • 60" 1-1/4" 6' L(ttt) ---��•L(in) 72" 1-1 6' l 84" 1-3/4" 7' i 96" 2" 8' Truss l 108" 2" 9' Depth I Lesser of L1200 or 2" Lesser of D/50 or 2" L'(iit}'' 'iJ20Q"r�HLiftj` •:L(tn) :'Lj200 L(tt) 50" 1 " 4.2' 200" 1" 16.7' Maximum Plumb Misplacement Line 0 250" 1-1/4" 20.8' 150" 3/4" 12.5 300" 1-1/2" 25.0' OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. i'' `�o;4t•.+i,�}}i�":.91:hs:.s,1�u:.'''"•�y',? •'°.94;a a i$ j'; C k m' �y Ya- `.i +ya :')-' a �+-r ' i 0 :�� r,•{+••�•t'f,�8. " tt it+c.,rt: ° �4'.(LT�1 b' �ir •"t si�� _ u s. e;:a. .,>. •:f , ;..`�`' ::��rt'� .� •a�r�l�raF�.t�true Frame 6 S(USP SKH — Standard 45° skew hanger allows for a 400 to 5(° skew range, without ` hanger modification. .•. '�"°`"° SKHH—For heavler.applications. Materials: 14 or 16 gauge Finish: G90 galvanizing;,SKH26UR-GC&SK-1210UR-GC—Gold Coat Options: SKH261JR, SKH28UR, & SKH21OUR are available in Triple Zinc. To order,add TZ to stock number,as in SKH26L-TZ. SKH26UR,&SKH21 OUR are available in Stainless Steel.To order,add SS to stock number, as in SKH26L-SS. Codes: ESR-1781, FL13285, a Dade County,FL 07-0214.20, FL570, L.A.City RR 25843 SKH26R 9 Right skew Installation: • Use all specified fasteners.See Product Notes, page 11. • The hangers listed are for standard sizes and will accommodate a 40°to 500 skew range- Z.. • lost sizes do not require a miter cuff for installation: Refer to chart footnote �'" a identified with an asterisk a • Illustrations show left and right skews. (SKI-LL=skewed left;SKf- R=skewed right) `+° • For I-Joist installations, web stiffeners are required. • Refer to illustration for staggered I-Joist application for double 2; 25/16; and 21/2" models. x • For double I-Joist installations, web stiffeners between I-Joists aSKH26Lre required. Left spew AVAILABLE IN Right skewLeff skew Drive nails Cs AT at angle amu• Fastener sd " IP1be"!rads{Lbs.) Header jam DFS./SP Sf F LISP SteelFbor Raaf (Jo t"Floor Roof LW Coda Hearn/ SfoeltGauge W H D tMy Type QtY Type 160% 115% 125% 166% 166% 115% 125% 960% ReL 2 x 4 810 41_R SL RL24 16 9-9/16 31/4 1-72 4 16d. 4 10dx 1-12 15101 51015101 565 475 510 510 555 6,F3D,R5 2x6-8 SHH26UR SUWL26 -- 16 19116 5114 7718 6 18d 6 Ndx66 � M0 1� 715 820 890 930 S.FBI 6 N78C{,C 6 N70•GC F30,D3,R5 2 x 8-10-Y2 SKtClt9IR -- 16 1-9116 7-1/4 17/8 10 16d B 1 x 1-12 1380 1465 14&1 1360 1190 1370 1 •• SURA.210, 90090 2x10-12-14 SI MOUR SURA214 16 1-9116 &1/4 1-72 14 Im 10 16d x 1-72 17W 1790 1790 1665 x5 1'/90 3790 • •• 670r290URGC - - - _ _. _ 0 14 N16GGC 10 N70GC • 40 •• •• 00000 Y'314 x 9-114-14 SK 172MM SPA 18118 16 1-13116l.9;12 1718 14 10d 10 10d x 142 1 1825 1870 2030 7 �10 17� 9 • ••00'0 SUR1L1.81/11, • • • • 1-3Mx111I4-18 SIW7724L)R 16 713/16 71-12 172 18 10d 10 10dxl-12 1855 2135 7320 1565 M 1840 •1• •• SUR8.1.81H4 •••• • 000• 2-2-118x9-114-14 SSR afidZ1/y 16• 2-12 9 1-72 14 10 10 10dxl-12 "1825 1 1870 2= 1561 1.406 1610 1750 i5W •i •0000 2-2:72x11-114-18 S10M4UR MRIL2MI- • SUR82U71 16 2-1/8 91 172 78 70d 90 10d x 1-12 981 2135 2320 15fii 96tm 4690' 1550 • •••i• 2-1F1-2 6x •• •• 5. S ?DUR SIIRA 23719' 16 ?.3f8 &7/8 102 14 10d 10 10dx1-12 166 Y870. 20� 1565 1�6 1760 1!30 FW. • 9.114-14 •� • •• � ••0.0 • 0 2114-1/4-18 111!4-18 " SLPJL2.37114 16 2-32 10.72 1-72 76 10d 10 10dxl-12 1855. 2735 111 2320 1565 1800 1840 2900 I6 0 3x6-8 $KIf361 -- 2-9116 4-314 1 138 6 6 x112 950 1025 715 820 895 930 9 x 8-10-12 S -- 96 2-M 6314 132 10 16d B 10dx 9-42 1380 1565 1585 1380 1190 1370. 1490 1240 3 x 10-12-14 37Qi3f0UR -- 16 2-9116 83+4 1-316 14 18d 10 x 1 12 1830 1565 991 2085 3 x 12-14-16 Sgf31ZJR -- 16 2-9116 10314 1-88 16 16d 10 Iod x 9-92. 7210 2500 2500 7565 1905 121-90-12-36-0 ISM 2-12 x 0.1/4-14 S 9URA 26818 16 2.9178• 8.58 74 14 10d 10 fOd x 1-12 1826 9870 2030 1565 9400 1610 1780 1� 7442x111/4-16 WOMMM SURIIZ'S6f11, 16 247118 103/4 1-7/8 16 10d 10 10dx1--12 1855 2135 2320 15&'1 9800 18N, 2019 9550 SURIL25N14 2.52x91k-14 -- 16 ' 19110 &11M 1718 14 fOd 10 10dx112 1625 1070 2030 1� 1400 1610 2 52x 11-914-18 SUR -- 16 . 2-1 8 1&11 6 1-772 76 10d 10• iowdx1-92 1 2320 1565 600 .7 1)LlplUtbedshave7xWhMssed80%forwbd'and s b&noblimknemAdbepegnMet 2)10d x 1-12 tab and N10•GC are 9 gauge(0.148'0 by 1-12'ft 3)Mr*n=nalanbodmtsbal bel-72'brl0dwand1-58'forl6dand Nl6GGCndL continued on next page I 1-800-328-5934•www USPCOnnectorsxom i i ! ILl.Js s ' srrtucTueoa. } l The HUS,JUS&MUS hanger series offers double shear nailing. LISP's dimple allows for 300 to 450 nailing through the joist Into the header resulting in higher loads and less =:ti nailing. Slant nailing also eliminates the need for shorter joist nails in 2x applications. Materials: JUS-18 gauge;MUS-18 gauge;HUS-14 or 16 gauge ==-Z' Finish: G90 galvanizing; : ' JUS24-GC,JUS26-GC,JUS210-GC,JUS26-2GC,&JUS210-2GC """""' —Gold Coat Options: HUS28-21F,HUS210-21F,JUS24,JUS26,JUS26-2,JUS28, Typical ✓US46 JUS28-2,JUS210,JUS210-2,JUS44,JUS46,JUS28-3,& installation JUS210-3 are available in Triple Zinc.To order,add TZto stock o number,as In JUS24 TZ. JUS24,JUS26,JUS26-2,JUS28,JUS210,and JUS210-2 are A available in Stainless Steel.To order,add-SSto stock number, r 9 as in JUS26-SS. p° See HUS Specialty Options Chart. �' a Codes: ESR-1881; FL9835, FI-570,FL821, FL571, H Dade County, FL'07-0419.01,Dade County, FL 07-0214.20& Dimple Dade County, FL 06-0921.05, LA.C RR 25779 allows 30° �Y to 46 nailing m a Installation: -�/ •Use all specified fasteners.See Product Notes,page 11. 14VS28 • Joist nails must be driven at a 300 to 450 angle through the joist or truss into the header to achieve listed loads.Standard length"double shear"nails must be used ° to achieve listed load values. A o •JUS&MUS- 16d sinkers (9 gauge x 31/47) may be used where 1.0d commons are specified with no load reduction. AWS HUS28-2 -AVAILABLE-IN Double shear nail design Uses standard • • features fewer nails and length nails • µ i s faster Installation C D AT •,�' •....• • ;TylSlydl HUjS46 ....:. ingtallatign•••• HUS Specialty Options Chart—refer `•• : . 009 :00000• to Specialty Options pages 1947195 for additional details. opft kmwted FlameNot avellable in y widow Im ben 2-114 100%ofw*bad Aibwable 65%ofteble bad whm ► Laaft namm hib the mppolt /•l members end Wah / Add if ordering to Produd not er Ex HUs4101F Typical HUS410/F Inverted flange installation 1-800-328-5934•www.USPconnedors.com ■ bt?PRAL40 ws ' ') aar 8 A6aareble LOade(1.bs.) Header .,4m DFd.1w 118P S" Wader ROOF jold sbe 8todc No. per,►b, G814101W H D A Qty 16x0 Qty Nab DO% t16°t% twl� 160% Rot. JL24 LU24 20 1-9116 3 1-12 16116 4 10d 2 IN x 1-12 455 MS 670 245 6,F6, 20 1-9116 3 I-IJ2 16416 4 96d 2 10d x 142 545 880 245 F30,D3,R5 JL241F-7Z __ 18 19116 3.1/8 1442 - 4 10d 2 10d x 142 465 480 480 305 140 18 1.9116 3.118 1-12 4 16d 2 10d x 1.12 480 480 480 305 2 x 4 JUS24 LUS24 18 1-9116 3.1/8 1-34 1 4 10d 2 10d 655 1 750 820 1 510 6,F8, JUS24-GC -- 18 1-9116 3-1/8 1-314 1 4 N70C•GC 2 N10C-GC 655 750 820 510 F15,W.RU SUH24 U24 16 1-9116 3.14 2 1-3116 4 10d 2 10d x 1-12 465 635 580 350 2,F20, 16 14&16 3-114 2 1-3116 4 16d 2 10d x 7-12 550 636 6M 360 R12 HD26 HU26 14 14116 3-12 2 1-1/8 4 /6d 2 10d x 1-12 585 650 705 290 5,F30,R5 926 LU28 20 19118 434 1-12 15116 6 10d 4 10d x 112 685 785 8551 485 5,F6, 20 1.9116 434 1.12 15116 6 184 4 10d x i-12 815 940 1020 485 F30,03,R5 18 19/16 4.12 1-12 -- 6 10d 4 10d x 142 695 800 870 730 16 1916 412 1-12 - 6 164 4 10d x 1-12 630 950 1035 730 110 JUS26 WS26 18 1.9/18 413116 1-34 14 10d 4 10d 850 975 1060 1115 6,F6, JUS26 GC -- I8 1-916 413116 7-34 1 4 N10C•GC 4 N10GGC 850 975 1�0 1115 F15,D3,R13 2 x 6 MUS26 MUS26 18 19116 5.1116 2 1 1 8 1 10d 6 1 10d 1285 1475 1805 865 '110 H SUH26 U26 16 1-9116 6-118 2 1.3116 6 10d 4 1 101 x 142 695 BD0 870 725 2,F20, 16 19116 5.1/8 2 1-8116 6 164 4 101 x 142 830 850 1035 725 R12 HUS26 HUM 16 1-5m 6-7116 3 2 14 16d 6 16d 2835 3030 3295 1915 6,F15,F18, a 02,R13 � M 14D26 HU26 14 1-018 3-12 2 1-I18 4 16d 2 101 x 1-1/2 565 650 705 2BD F30HD28 HU28 14 1-016 5.14 2 1118 8 16d 4 10dx1-12 1130 1295 1410 730 5' $ 20 19116 434 142 ISM 6 101 4 IOd x 1-12 685 785 855 485 5,F6, JL26 W26 20 19116 4-314 1-12 1516 6 16d 4 101 x 1-12 815 940 1020 485 F30,D3,R5 JL281F-7Z LUC26Z 18 1-99164-1/2 142 -- 6 10d 4 101 x 142 695 800 870 730 110 18 1-9116 412 1-12 6 16d 4 10d x 1-12 830 950 1035 730 JL28 LU28 20 1-9116 6.3/8 142 15116 10 10d 6 10d x 1-12 1140 1295 1295 885 5,F6, 20 1-016 6318 1-12 15116 10 164 6 10d x 1-12 1360 1565 1700 885 F30,D3,R5 18 1-018 6.118 1-12 -- 8 10d 4 101 x 1-12 930 1065 1180 730 11281E fZ LUCK 18 1-016 6.118 1-72 -- 8 16d 4 10d x 142 1105 1215 1215 730 110 JUS26 LUS26 18 1-9/16 413/16 134 1 1 4 IOd 4 101 850 975 1060 1115 JUS26-GC -- 18 1-916 413!16 1-34 1 4 NIOC W 4 N1OC•GC 850 975 1060 1115 6,F6, 2 x B JUS28 LUS28 18 1916 8,48 1-34 1 6 10d 4 10d 1075 1235 1345 1115 F15,D3,R13 JLWB-GC - 4161-9116 916 6-5/8 1-34 1 6 N10C-GC 4. N10C-GC 1075 1235 1345 1115 MUSH MUS26 916 5.1116 2 1 6 10d 6 10d 1285 1475 1605 865 110 MUS28 MUS28 916 7-116 2 1 8 10d 8 10d 4710 1970 2140 1230 Sl#i28 LM 9116 5.1/8 2 13116 6 IOd 4 10d x 112 e95 800 870 725 9116 5.118 2 1-3/16 6 164 4 701 x 1-12 830 950 1035 726 2,F20, SU1�28 -- 6.518 2 1-3116 8 10d 6 10d x 1-12 930 1085 1160 800 R12 018 6-518 2 1-3/16 8 16d 6 10d x 142 1105 1270 1380 800 HUS26 HUS26 1 76 1-518 6716 3 2 14J 164 6. 184 26;15 3030 1825 -&F96,R816000• HUS28 HUS28 16 7-518 7-3116 3 2 22 16d 8 16d 3970 4345 434' 257!1 D$RI •••••• H02B HU28 14 1-9116 5.14 2 14/8 8 16d 14 10d x 1-12 1130 1295 141 5,�Rs •• • HD210 HU210 14 1-016 7-3116 2 1118 12 16d 4 101 x 1-12 1690 1945 211 730i • • • 20 19116 6.318 1-12 75116 10 10d 6 IOd x 1-12 1140 1295 129,5 5 F6 •• ••••�• JL28 LU28 20 1 19416 6.318 1-% 15116 10 16d 8 101 x 1-12 1380 1565 1 F30,D3,R5 • • • •••••• L 18 1918 6118 142 -- 8 ' 101 4 101x742 930 9065 11 •794 0 s • • 18 I-OMS 6118 1412 -- B 164 4 10dx112 1105 1215 1215 •V* 110a• ••• 0.210 LU210 20 19416 B•19 142 15116 141 10d 8 101 x 112 1595 1 1835 1876 1" 61 F6,• 0 0 0:0•0 20 1.916 614 1-12 ISM 141 184 8 1Od x 7-72 1905 ISM 19v• Fes,D3, 160:- • JL210IF!Z LUC27pZ 18 1-076 614 1412 -- '.Il 10d 6 101 x112 1275 J465 1 11O • ••••:• 18 1.0168-1/4 1412 -- 11. ' 16d 6' iOdx1-I2 1620 1745 -,go 1995 •• JUS28 LUS28 18 19116 •6-W 134 1 6 101 4 10d 1075 1235 1345 1115 • •••••• 2 x 70 AM�'X -- 98 1•+016 6,58 1-314 1 6 N10C-GC 4 NW_-M 1075 1235 1 1 6,Fd, • • JUS210 LUS210 18 1-916 734 13/4 1 8 IOd 4 10d 1305 15M 1830 1119 F15,D3,R43 ••• •*00 •• JUS210•GC I8 1-8!16 7-3/4 1-39 1 S NIOC-GC 4 N70C•GC . 1305 1500 1630 1115 • • • MUS28 MUS28 18 1-9116 7-116 2 1 8 104 8 10d 1710 1970 2140 1230 110 -- 16 1.9/96 6518 2 13116 8 10d 6 IOdx1-92 930 IOM 1180 800 16 1-9116=21-118 6 8 16d 6 10dx9y2 1105 1270 1380 B00 2,F20, SUH210 �0 16 1918 10 10d 6 10dx1-12 1160 1335 1450 1085 R12 16 191186 10 164 B 404 x 7-92 1380 1585 1725 1085 HUS28 F8)= 16 1618 22 184 $ 10d 3970 4345 4345 2570 6,F16,FIB, HUS210 HUS210 78 1518 30 164 10 1Bd 5310 5610 5610 3205 D2 R73 HMO HU210 14 14916 12 164 4 704 x 1-12 1890 1945 2115 730 5,F30,R5 1)UPM bads have beenbKr ,60%for wW arsdookkads;Ao idw.bwamesha4bepfd. J�i It.,i 2)10d x 1-12 pals are 9 gauge 10.148' by 3)Mayan rad orbeftad shag be 1-12-for 10d�d NIOC•3C rds;1-rff for 184 aid N78C•GC rats 4)16d dnkws(1 x 3-14'long)may be used at 0.84 ofthe tablet bad where 16d c morons are speo�d. 5)For JUS and HUS hang wtds mord be ftw at a 30°fo 45'wgOe 8somb Bre W or truss bw 61e t�rto hie ta19 boa.6)WS15 Wood Struve are 1-14-x 112"b�yg and are kwkdW wM HDQ hangers.7)WS3 Wood Screwsa a 1-1/4"x 3bng and are kw;kded w6h HDQ hmgers • i 1-800-328-5934•www.USPconnectomxom continued on next page