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HomeMy WebLinkAboutTruss Placement Truss39 -8 REFER TO EN 3.SHINGLEPACK FOR R O O F CONNECTION. 17'-4" 10'-0" 12'-4' 12 gJ 6 I— M L.) w U ,�HEEL$-3/1 - lz 0 u _ o CJ1A CJ1A PLUMB CU rM D3G _ r_D O O I 2•-0. ro �. `M 14- -) D2 ^ -) M TYPICAL 7' SETBACK yV U U U W W W W W W W U U U D1 X\ CORNERSET LABELING AND SPACING CJI n CJl Ld -I CJ3 w w wuq w CJ3 a CJ5 CJ5 A14G Al tsWer -ode Al 1 c i3n iFiiance a�ail,versa+ Engineering As = Sciences A6 = P o A4 I N � A2 1. Al IL ®PY Al Al oD I i� Al O Do 00 Al Al AlA Al Al Al SIN m Al Al RE"W"I EWE Al FL- Lj #'A-001?3�j Al AREA EXPOSED m —D A3 n C7 D b © L✓ ASGE iN7 Total Truss Quantity = 75 21'-4" 4'-4" 14'-0" ATTENTION! THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. Labeled End Mark ESTE ES UN PLAN ➢E COLOCACION TRUSS. ESTE DISERA➢O PARA AYU➢AR ON LA INSTALAC16N DE TRUSSES. LOS DIBUJOS Y AROUITECTURAS ➢E INGENIERIA ➢E INGENIERfA SUPERAN ESTE DOCUMENTO. ..mmA. vm nm REFER TO BCSI -Bi Tess rust be set Lois y R yore uses Teas 's w emrpe, yR truss by rat AAtN Insat rtva ➢pmeY., sets tns5 Lis Foy. NOTES NOTE. MULTI-PLT GIR➢ER C@.AVECTIM. DO Nm CUT OR ALTER TRUSSES WITHOUT CONSENT GP THIS DEFILE BACK �� ALL HEARING VpLLS MUST HE pDEOUAIE�LY DESIGNED TO CARRY TIE: General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially pointed green to be installed green side up. 2) An hangers to be Simpson HU526 unless otherwise noted. 3) All truss spacing is 24' O.C. unless otherwise noted. 4) Per Truss Poole Institute BCSI-B1 recommendation permanent X-bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X-brace throughout the structure. Please refer to BC61-81 for any addtionol bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF BC�L = " PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 160 ENCLOSED BLDG EXPOSURE = C USAGE =RESIDENTIAL CAT II WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design ffi -1eo6meetor plates are deliped for ASCE 7 and maximum forces from both componwts and cladd'mgs and main wind force resisting systems. • These trusses have been reviewed to caa)' ao additional lON pstnon-concurteN bottom chord live Toad. FLOOR LOADING SCHEDUL TCLL = PSF TCDL = PSF BCDL = PSF TOTAL = PSF J. ROOF DESIGNED DR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING WALL KEY � B'-6" ® 0 LOAD DESCRIPTION INIT. DATE 2m3 BASE RVN e/6/19 RNat BASE Eoan NMr .,Be RID( BASE JTN 1l/(1/20 R101 BASE Lapp HNi 3/IB/21 LOADj) DESCRIPTION INIT. DATE ➢2F BLIXURE➢LINES A. B/a/19 H2l RELAB2 PRn:E[T I. — Deal LCp/REV LABELS ILI12D D2G REV TR:si LABELS 3/l5/21 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER D.R. HORTON STATEWIDE PROJECTCREEKSIDE MODEL 1828/CALI/4EBB CCA PROJ/MODEL/ALT 7A5/ 320/182ED,F/ 02 ALT DESQARCE LIYQIC ROOM R/10 XB COY LANAI OTC LOT 98 BLOCK DESIGNER PAGE RFS 1 DATE 3 31 17 LA 1334504L SCALE "=1' 1 4