2012-00723 - new structure - Laserfiche WebLink

Home Browse Search

Job Name: 30' Tuckunder Truss ID: A01 Qt : 1 Drw : DRG X-LOC RF,nCT SIZE REQ'DTC 2x4 SPF C1650F1.SE **[PM)=PLATE MONITOR USED-See Joint Report�• UPLIFT REACTION(S) . 1 0- 2-12 1e15 5.50" 2.85'HC 2x4 SPF C1650F1.SE Designed per ANSI/TPI 1-2002 Support CSC Wind Non-Wind 2 29- 9- 4 1815 5.50" 2.85'WEB 2x3 SPF STUD-CAN Plating is based on quality control factors 1 -184 lb HRG aeQUIREtdENTS shown a e based ONLY 2X4 SPE N1/b2-CAN 7-3, 3-9 CQ = 1.25 £Oi Nide £aCe dRd 2 -SB4 lb on the truse material atieach bzarAEJ7GE 2x4 SPF M1/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 ehown for ASCE7-OS Wind Specification TC FORCE /W. BND CSI This design does not account for lonq term individual jointn on the Joint Report. Bldg Enclosed = Yes, Importance Factor = 1.00 1-2 -2546 0.06 O.Bd o.89 time dependent loading (creep). Building Refer to Joint QC Detail Sheet fot Tiuss Location = Not End Zone 2-3 -2229 0.08 0.62 0.71 Designe= must account for this. Maximum Rotational Tolerance used Huiricane/Ocean Line = No Exp Category = B 3-A -2229 0.08 0.62 0.71 IRC/IBC truss plate values are based on THIS DESIGN ZS THE COMPOSITE RESULT OF Hldg Lenqth = 80.00 ft, Sldq Width = 40.00 ft 9-5 -2546 0.06 O.BC 0.09 testinq and approval as required by IBC 1703 MULTIPLE LOAD CASES. Mean roof height = 14.06 ft, mph = 90 and ANSI/TPI and are reported in available Loaded for 10 PSF non-concurrent HCLL. ASCE7 II Standard Ocwpancy, Dead Load = 10.2 psf BC FORCE AXL BND C9I documents as ER-1607 and ESR-1118. 20 paf bottom choid live load NOT required Designed as Main Wind &orce Resisting Syst�n 6-7 2152 0.32 0.56 0.87 on this truss, per IBC/IRC requirements for - Low-riee and Components and Cladding 7-8 1G71 0.10 0.52 0.62 attics with limited etorage. Tributary Area = 60 sqft 8-9 1471 0.10 0.52 0.62 9-10 2152 0.32 0.56 0.87 WEB FORCE CSI WEH FORCE CSI 2-7 -521 0.37 3-9 729 �.18 3-7 729 0.18 4-9 -521 0.37 MP.X DEFLGCTION (span) L/747 MEM 3-4 (LIVE)�LC 1 L= -0.47" D= '0.14" T= '0.62' ____= Joint Locations =____ 1 0- 0- 0 6 0- 0- 0 2 7- 6- 1 7 10- 0- 0 7-6-1 7-5•15 7-5-15 7-6-1 3 15- 0- 0 s 16- o- 0 7-�-1 15-0-0 22-5•15 30•0-0 a 22- 5-15 9 20- o- o 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 1 SHIP 6X6 sXs IO-7-6 =�'7"6 3X4 S=3X7 3X4 W:508 W:508 R�1815 R:1815 U:-184 U:-184 11�0�8 �'�, 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 All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 yauge or"H"for 16 yauge,positioned per Joint Detail Reports available from Truswal sokware,unless noled. Scale: 1/8"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. wo:Guiiickson 3otuckund This dasign Is for an IndHidunl building tomponant not ir�ee syslem. It han baen based on syecilicnllons provlded by 1ha componnnt menulncturer Chk: OPE and done In xccordnnca wiih the current versione of TPI end AFPA design e�nndards. No responslbility Is nssumed for dlmanelonol nccurecy. Oimenslons re to be verl�led by iha componenf inenufncturer andlor bullding dasignar prior lo febricntion. 7he bullding designar muat ancerialn Ihnt tha loada Dsgnr: LSP utlllzed on Ihls deelgn meol or axceed Iha loeding Imponad by�he local bullding code end ihe pnhlcular appllce[ion.The deaign aeeumea Ihnt Ihe�op chord TC LiVe 3$.�0 P9f DurFacs L=1.15 P=1.15 E is lateralty braced by Ihe roof or floor shealhing and tha boltom chord is latarnlly brncad by e rigid ahaething mnterlal dlrectly etinchad unloss otharvrise nolad. Brecing nhown ie for lolarnl suppoN ol co�nponents meinbors only to reduco buckling length. This component shxll not ba placad In eny TC D2ad 7.00 PSf Rep Mbr Bnd �.�5 nvlronmeni Ihel will cause the moleture conlenl ol ihe wood lo axcead 19%andlor cnuea conneclor pleta corroslon. Febrlcaie,hendla,insiell BC Liv9 0.�� P8£ O.C.Spacing 2-�-� E M M E R I C H W 00 D end braca this tnisn In nccordenca with the lollowing stnnderde 'Joint and Cutting Dutnll Reports'nvnilnbla ne output Irom Tniswnl no/twere, - 'ANSV7PI 1','W7CA 1'-Wood Truss Councll ol America Stenderd Design ftesponalbilllins,'BUILDING COMPONENT SAFETY INFORMA710N'� BC Dead 10.00 psf Design Spec �f2C-200fi ' 3115 182nA Lene,Andovar MN 55304 (BCSI)nnd'BCSI SUMMARV SHEETS'by W TCA nnA TPI.The Truae Plnte Instituto(TPI)is loceled et 218 N.Lea Slreet Suile 312, Pnone(783�427-4155 Fax(78J)427-0083 Alozendrle,VA 2PJ14. The Amerlcan Forast end Pnper Associetion(AFPA)Is loceled n�1111 iBih Streel,NW,Sle BOO,Wnshinglon,DC 2003G. TOTAL 52.0� p9£ Seqn T6.5.14- 364251 PDF created with pdfFactory tr'ral version www.pdffactorv.com