2009-00518 (roofing) - Laserfiche WebLink

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V1►�rk Ordef: C94241 Customer: LAMPERTS N BRANCH Truss ID: A Qt : 13 Desc: COMMON eaG � x-r:oC REAcx SIze REQ�� TC 2x4 3PF #1/#2-CAN Daeigned Der ANSI/TPI 1-2002 UPLIFT REACTION(S) : 1 0- z-12 1710 5.50'• 2.68^ BC 2x4 SPF #1/#2-CAN Thie design does not account for long teLm SupDort Main Wind Non-Wind 2 25- 9- 4 1710 5.50^ 2.68^ wEB 2x3 SPF #3-CAN time deDendent loading (craeD)• Building 1 -174 lb HRO REQUIftEMENTB 9hown are based ONLY Lumber shear allowablea ar6 peZ' NDS. DB6ign0r IRuet. dCC011Ilt £Oi t1118. 2 -174 Zb on the truss material at each bearing THIS DESIGN 25 THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheet for This trusa i8 designed u8ing the MULTIPLE LOAD CASES. MaXimum Rotational Toler6nCe u6ed ASCE7-OS Wind SyeCifiCation TC sOxCE ax[. BND CSx Loaded for 10 PSF non-concurrent HCLL. IRC/IBC trusa Dlate valuea are based on Bldg Enclosed = Yea, Importance Factor = 1.00 1-2 -3338 0.24 0.65 0.89 teating and aDproval as reQuired by ZBC 1703 Truse Location = Not End Zone 2-3 -2909 O.il 0.66 0.77 and ANSI/TPI and are reDorted in available Hurricane/Ocean Line = No , Exy Category = C 3-4 -2909 0.11 0.66 0.77 doCumentB a9 ER-1607 8nd ESR-1118. Bldg Length = 80.00 ft, Bldg Width = 40.00 ft a-5 -3338 0.24 0.65 0.89 Mean roof height = 12.33 £t, myh = 90 A8CE7 II Standard Occupancy, Dead Load = 12.0 Daf ac eoxCE ax[, aND Csx Deaigned as Main Wind Force Reaiating Syatem 6-7 3093 0.69 0.25 0.94 - Low-L'i8e and ComponBnte 8nd Cladding 7-8 2069 0.22 0.48 0.70 Tributary Area = 52 sqft 8-9 2069 0.22 0.48 0.70 9-10 3093 0.69 0.25 0.94 WEB FORCE CSI WEB FORCE CSI 2-7 -614 0.25 3-9 868 0.54 3-7 868 0.54 4-9 -614 0.25 MA7C DEFLECTION (eDan) : L/999 MEM 8-9 (LZVE) LC 1 L= -0.24" D= -0.17" T= -0.42" ____= Joint Locationa =____ 1 0- 0- 0 6 0- 0- 0 2 6-10-14 7 8-11- 4 6-10-14 6-1-2 6-1-2 6-10-14 3 13- o- 0 8 12- 0- 0 � � � 4 19- 1- 2 9 17- 0-12 6-10-14 13-0-0 19-1-2 26-0-0 5 26- 0- 0 10 26- p- 0 13-0-0 13-0-0 1 2 3 4 5 4.0�p _4�0 I T 5X5 1.5X4 1.SX4 T 4-7-15 � 5-3-11 6X6 6X6 �SHIP _ _ 0-3-15 4X4 S=4X6 4X4 0-3-1 B1 62 �z°�0 � -2�"o � 26-0-0 6 � 8 9 10 8-11-4 8-1-8 8-11-4 8-11-4 17-0-12 26-0-0 8/19/2009 All 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:5132"=1' AUTOMATED WARN ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:Reio zsxza Thls design is for an individual builtling component not truss system. It has been basetl on specifications provlded by the component manufacturer Chk: B U I LDI N G and done in accordance with the current versions of TPI and AFPA tlesign standartls. No responslbility is assumetl tor dimenslonal accuracy. Dimensions are to be verifled by the component manutac[urer and/or builtling tlesigner prior to fabrlca[ion. 7he building designer must ascertain that the loads DBgnr: RJT COM PON ENTS utilizetl on this design meet or exceed the loading imposetl by Ihe local buildinp cotle and the particular application.The design assumes that[he top chord TC Live 35.00 pef DurFaca L=1.15 P=1.15 is laterally 6raced by[he wof or Floor sheathing and Ihe bottom chord Is lataralty braced by a rigid sheathing material directly attached, unless o[herwise noled. Bracing shown is for lateral support of components members onty to retluce 6uckling langth. Thls component shall not be placetl In any TC Dead 10.00 Daf ReD Nmr Bnd 1.15 1111 STH STREET emlronment that will cause the moisture content of the wootl[o exceed 19%and/or cause connector plate corrosion. Fabricate,hantlle,install BC L1v9 0.00 Daf O.C.SDBCing 2- 0- 0 CHETEK WI 54728 and braca ihis truss in accordance wi[h[he(ollowing stantlards:'Joint and Cutting Detail Reports'available as output from Truswal software, PHON�• 800 rJL4�9990 �AN51lTPI 1','WTCA 1'-Wood Truss Councll of Amarica Standard Deslgn Responsibilities,'BUILDING COMPONENT SAFETV INFORMATION'- HC Dead 10.00 pef Deeign SDeC IRC-2006 • � � (BCSI)and'BC51 SUMMARY SHEETS'hy V✓TCA and TPI.The Truss Plate Instltute(TPI)is located at 218 N.Lee S[reet Suite 312, FAX: (715)924-2585 Alexandria,VA 22314, The American Fo�eS�and Paper Association(AFPA)Is loca�ed at 1111 19[h 5[reet,NW,5[e 800,Washing[on,DC 20036. TOTAL 55.00 p9f 30gn T6.5.7 - 102356