2012-00723 - new structure - Laserfiche WebLink

Home Browse Search

Job Name: 30' Tuckunder Truss ID: A01 Qt : 1 Drw : BRG x-LOC REACT SZZE REQ'DTC 2x4 SPF C1650F1.SE *[PM]=PLATE MONITOR USED-See Joint Report�' UPLIFT REACTION(S) . 1 0- 2-12 1815 5.50" 2.85'BC 2x4 SPF C1650F1.SE Designed per ANSI/TPI 1-2002 Support CSC Wind Non-Wind 2 29- 9- a 1815 5.50" 2.05'WEH 2x3 SPF STUD-CAN Plating is based on quality contzol facto=s 1 -184 lb ARG ftEQUIREMF.NTS shown are based ONLY 2xG SPF al/a2-CAN 7-3, 3-9 Cq = 1.25 for wide face and 2 -184 lb on the truss ma[erial at each bearSi6jJGE 2x9 SPF 111/N2-CAN Cq = 1.25 for narrow face. This truss is designed using the Lumber shear allowables are per NDS, Any alterations to this are shown for TSCE7-OS Wind Specification TC eORCE AXL BND CSI This desiqn does not accovnt foz lonq term individual joints on the Joint Report. Bldg Enclosed = Yea, Importance Factor = 1.00 1-2 -2546 0.06 O.BG 0.89 time dependent loading (creep). Buildinq Refer to Joint QC Detail Sheet for Truss Location = Not End Zone 2-3 -2229 0.08 0.62 0.71 Desiqner must account for this. Maximum Rotational Tolerance used Hssrricane/Ocean Line = No Exp Cateqory = B 3-9 -2229 0.08 0.52 0.71 IRC/IBC trues plate values are based on THIS DESIGN ZS THE COMPOSITE RESULT OF Bldg Lenqth = 80.00 ft, Bldg Width = 40.00 ft 4-5 -25G6 0.06 O.BG 0.89 testing nnd appzoval as requized by IBC 1703 MULTIPLE LOAD CASES. Mean roof heiqht = 14.06 ft, mph = 90 and ANSI/TPI and nre reported in available Loaded for 10 PSF non-concurrent BCLL. ASCE7 II Standard Occupancy, Dead Load = 10.2 psf BC FORCE IW. BND CSI documenta as ER-1607 and ESR-1118. 20 paf bottom chord live load NOT required Designed as Main Wind Force Resistinq Syatem 6-7 2152 0.32 0.56 0.87 on this truss, per IHC/IRC requirements for - Low-riae and Components and Claddinq 7-8 1G71 0.70 0.52 0,62 attics with limited atorage. Tributary Area = 60 sq£t 8-9 tG71 0.10 0.52 0.62 9-30 2152 0.32 0.56 0.87 WEB FORCE CSI WEB FORCE CSI 2-7 -521 0.37 3-9 729 0.18 3-7 729 O.1B d-9 -521 0.37 MAX DEFLECTION (span) : L/747 MEM 3-4 (LIVE) LC 1 L= -0.47" D= -0.14" T= -0.62' ____= Joint Locations =____ 1 0- 0- 0 G 0- 0- 0 2 7- 6- 1 7 10- 0- 0 7-6-1 7-5-15 7-5-15 7-6-1 3 is- o- 0 8 16- 0- o 7-G-1 15-0-0 22-5-15 30•0-0 4 22- 5-15 9 20- 0- 0 5 30- 0- 0 10 30- 0- 0 15•0-0 15-0•0 1 2 3 4 5 6.00 -6.00 4X5 � 1.5X3 1.5X3 8-1-6 8-9-3 � SHIP 6X6 6X6 =p_�_g SO-7-6 3X4 S=3X7 3X4 W:508 W:508 R:1815 R:1815 U:-184 U:-1B4 1 t� 0•8, 1-1i 0-8, 30-0-0 `6 7 8 9 10 � 10-0-0 9-11-15 10•0-0 10-0-0 20•0-0 30-0-0 7/16/2012 Alt plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale: 1/8"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. wo:�uiiickson 3o�uckund This daslgn Islor en IndHld�el buliding component not Irues system.It hns been bnsed on apeci(Icntlons provided by ihe componant mnnulncturer Chk: DPE end done In accordnnce wMh the current vareions ol TPI and AFFA doslgn n�enderda. No responsibilily Is nssumed for dimenslonal»ccuracy.Dlmenslons re lo be verifled by tha component men�(n<lurer andlor bullding deslgner pnor to fnbricnllon.7he bullding deslgne.must escarinln ihal the loada Dsgnr: LSP u�illzed on thle daslgn meet or ezceaA tha Ioading Imponed by Iha local bullding codn end tha pnrticular nppllcetlon.Tha deeign eseumon Ihe�Ihe top chord '�'C LiV2 35.�0 P9£ DurFacs L=1.15 P=1.15 E Is lelerally braced by�ha roo/or lloor sheathing end ihe hottom choid ie In�erally brecad by e rlgld ahaelhing moterlel dlraclly etlnched unlesa othorwiea iotod. Bracing shown is for lalernl support of components members oniy lo reduce buckling langth. Thia componenl ahall not ba pkcad In any 'PC Dead 7.00 psf Rep M br Bnd �.�$ iviro ment Ihat will cause 1he moisture contenl ol the wood to ezcoed 19%and/or c e connaclor plele corroslon. Fabricele,hnndia,�nstnll BC Live 0.00 p9f O.C.Spacing Z-�•� E M M E R I C H W 00 D end b ece this truss In accordanca with the following standnMa:'Joint and Cutting Detnll Reports'xvailnble os output from Truswnl eofiwnre, 'AN51/TPI 1','WTCA 1'-Wood Truss Council of Amerlee StenAard�asign Responsl6ilitiea,'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf Design Spec �RC-20�6 3115 182�id Lane,Andovor MN 55�04 (BCS1)nnd'BCSI SUMMARY SHEETS'by WTCA nnd TPI.The Trusa Plete Innittute(TPI)is IocalaA e�218 N.Lea Slreel Suiia 312. ' Phone(783�427-4155 Faz(78J)427-8087 Alexendrle,VA 22314, The American Forest nnd Poper Associelion(AFPA)Is loceted et 1111 19t1�Slreel,NW,Sla 800,Wnshinglon,DC 10036. TOTAL 52.00 psf Seqn T6.5.14• 364251 pDF created with pdfFactory trial version www.pdffactorv.com