2014-00959 - addn/remodel/repair

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Job Name: 20X24 9/12 Truss ID: Al Qty: 2 Drw : BRG X-IAC REACT SIZE REQ'D TC 2x6 SPF C1650F1.53 Designed per ANSI/TPI 1-2002 End verticals are designed for axial loads 1 0- 2-12 1787 5.50" 2.11" BC 2x8 SP 1950E-1.7E Kar (creep factor) - 1.00 only unless noted otherwise. 2 19- 9- 4 1787 5.50" 2.11" WEB 2x3 SPF STM-CAN Refer to Joint QC Detail Sheet for Extensions above or below the truss profile BRG REQDIREMENTS shown are based ONLY 2x6 SPF C1650F1.5E 9-2, 10-6 traxin tta Rotational Tolerance used (if any) have been designed for loads on the truss material at each bearing TIE BEAM 2x4 SPF STUD-CAN Attic room load= 43 psf, plus any added indicated only. Horizontal loads applied at ATTIC WE 2x4 SPF STUD-CAN loads indicated. Room LL Defl. is L/480. the end of the extensions have not been TO FORCE AXL END CSI GEL ELK 2x3 SPF STUD-CAN THIS DESIGN IS THE COMPOSITE RESULT OF considered unless shown. A drop-leg to an 1-2 -1616 0.01 0.50 0.51 Lumber shear allowables are per NDS. MULTIPLE LOAD CASES. otherwise unsupported wall may Create a 2-3 -1027 0.00 0.61 0.61 Loaded for 10 PSP non-concurrent BCLL. IRC/IBC truss plate values are based on binge affect that requires additional design 3-4 lee 0.00 0.61 0.61 One row of cross bridging (X-bracing) may be testing and approval as required by IBC 1703 consideration (by others). 4-5 188 0.00 0.61 0.61 required at centerline of room per NDS. and ANSI/TPI and are reported in available HORIZONTAL REACTION(S) 5-6 -1027 0.00 0.61 0.61 Attic collar tie requires lateral restraint documents as ER-1607 and ESR-1118. support 1 244 lb 6-7 -1616 0.01 0.50 0.51 shown, or rigid sheathing is required. Gable verticals are 2x 3 web material spaced support 2 -244 lb This truss is designed using the at 16.0 " o.c. unless noted otherwise. 20 psf bottom chord live load NOT required BC FORCE AXL END CSI ASCE7-05 Wind Specification Top chord supports 24.0 " of uniform load on this truss, per IBC/IAC requirements for 8-9 -245 0.00 0.35 0.35 Bldg Enclosed = Yes, Importance Factor = 1.00 at 35 psf live load and 7 psf dead load. attics with limited storage. 9-10 961 0.03 0.41 0.44 Truss Location =Not End Zone Additional design considerations may be ----------LOAD CASE 61 DESIGN LOADS --------------- 10-11 -245 0.00 0.35 0.35 Hurricane/Ocean Line - No Exp Category = B required if sheathing is attached. Dir L.Plf L.Loc R.Plf R.Loc LL/ Bldg Length = 99.99 ft, Bldg Width = 50.00 fdcace gable studs in accordance with TC Vert 104.00 - 1- 6- 0 104.00 0- 0- 0 0.6 WEB FORCE CSI NEB FORCE CSI Mean roof height = 26.00 ft, mph = 90 Truswal Systems standard gable bracing TC vert 84.00 0- 0- 0 84.00 4- 9- 4 0.8 1-8 -1860 0.58 6-10 667 0.07 ASCE7 lI Standard Occupancy, Dead Load - 10.21citafcls and charts. TC Vert 94.00 4- 9- 4 94.00 7- 4-14 0.7 1-9 1031 0.62 7-30 1031 0.62 Designed as Main Wind Force Resisting System This truss requires adequate sheathing, as TC Vert 84.00 7- 4-14 84.00 12- 7- 2 0.8 2-9 667 0.07 7-11 -1860 0.58 - Low-rise and Components and Cladding designed by others, applied to the truss TC Vert 94.00 12- 7- 2 94.00 15- 2-12 0.7 Tributary Area = 40 sgft face providing lateral support for webs in TC Vert 84.00 15- 2-12 64.00 20- 0- 0 0.8 TB FORCE Ala HND CSI a es ane d creating shear wall TC Vert 104.00 20- 0- 0 104.00 21- 6- 0 0.6 3-12 -1145 0.38 0.00 0.38 do to slot a hra loads. BC Vert 20.00 0- 0- 0 20.00 4- 9- 4 0.0 12-5 -1145 0.38 0.00 0.38 ,o � NI�4-9-4 RC Vert 106.00 4- 9- 4 106.00 15- 2-12 0.6 AW FORCE CSI AN FORCE CSI 499-4 '�"'�` _' :i 20-0-0 BC vest 20.00 15- 2-12 20.00 20- 0- 0 0.0 3-5 V 10.00 7- 4-14 10.00 12- 7- 2 0.0 4-12 40 0.02 10-0-0 10-0-0 .Type... lbs X.Loc LL/TL Fastener 1 2 3 4 5 6 7 TC Vert 60.0 - 1- 6- 0 1.00 TC Vert 60.0 21- 6- 0 1.00 BC Vert 28.7 4- 9- 4 0.00 12.00 -1� BC Vert 28.7 15- 2-12 0.00 RSX6 MAX DEFLECTION (span) L/798 MEM 9-10 (LZW) LC 1 4X4 4X4 L= -0.30" D= -0.14" T- -0.43 Joint Locations MIR =0- 0- 0 7 20- 0- 0 ZX4 2X4 2 4- 9- 4 8 0- 0- 0 12-0-0 12-1-12 3 7- 6-SO 9 4- 9- 4 SHIP 4 10- 0- 0 10 15- 2-12 8-1-14 5 12- 5- 6 11 20- 0- 0 6 15- 2-12 12 10- 0- 0 6X8 6X8 I2-0-0 I2-0.0 19 4 5-0-0 7X8 7X6 2X4 B2 W:508 W:508 11:1787 11:1787 ' 29# 1t 2M_0 '8 9 10 11 49=4 105-8 49_4 49-4 15-2-12 20-0-0 TYPICAL PLATE:1.5X3 10/17/2014 All connector plates are Truswal 20 go.unless preceded by"W"for Wave 20 go.,"HS"for HS 20 go.,"S"for SS 18 go.from Alpine;or preceded by"MX"for TWMX 20 ga.or"H"for 16 ga.from Truswal,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:118"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Wght 220 WORK ORDER:Q261448 V I L LA U IVI E This design Is for an Individual building component not truss system.It has been based on epecilicadons provided by the component manufacturer Chk: CUST•SAWHORSE and done in accordance with the current versions of TPI and AFPA design standards.No responsibility Is assumed for dimensional accuracy.Dimensions 9 DS nr.SJS DUE DATE:10/17/14 are to be verliled by the component manufacturer and/or building designer prior to fabricallon.The building designer must ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application.The design assumes that the top chord TC Live 35.00 psf DurFacs L=1.15 P=1.15 Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached,unless otherwise noted.Bracing shown Is for lateral support of components members only to reduce buckling length.This component shall not be placed In any TC Dead 7.00 psf Defl.Ratio: 240 emdreiamm that wen cause the moisture content of the wood to exceed 19%andlor cause connector plate corrosion.Fabricate,handle,install BC Live 0.00 psf O.C.Spacing 2-0-0 2826 Lone Oak Circle,St.Paul,MN 55121 and brace this trues In accordance with the following standards:'Joint and Cutting Detail Reports'available as output from Truswal software, PH;651-454-3610 FAX;661.4544765 'ANSUTPI 1',V TCA V.Wood Truss Council of America Standard Design Responslbilltles,'BUILDING COMPONENT SAFETY INFORMATION- BC Dead 10.00 psf Design Spec IRC-2006 (SCSI)and SCSI SUMMARY SHEETS'by WTCA and TPL The Truss Plate Institute(TPO Is located at 218 N.Lee street Suite 31Z Alexandria,VA 22314.The American Forest and Paper Association(AFPA)Is located at 111119th street,NW,Ste 800•Washington,Dc 20936. TOTAL 52.00 psf Seqn T6.5.19- 56488