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Job Name: HODDER BARN Truss ID: A1A Qt : 2 Drw : sxG x-LOC REACT sizE xsQ�� TC 2x6 SPF C1650F1.SE *•[PM]=PLATE MONITOR USHD-See Joint Report•� + + + + + + + + + + + + + + + + + + + + + + 1 0- 2-12 3255 5.50" 1.50" SC 2X6 SP 2700E-2.2E Designed per ANSI/TPI 1-2002 Nail pattern 9hown is foT PLF load9 and 2 27- 9- 4 3256 5.50^ 1.50^ WEB 2x3 SPF STUD-CAN Kcr (creep factor) = 1.00 point loads converted to PLF loads only. BRG REQDIREMENTS shown are based ONLY 2x10 SP 2400E-2.OE 8-3 Refer to Joint QC Detail Sheet for Concentrated loads MUST be distributed to on the tzusa material at each bearing THIS DESIGN ZS THE COMPOSITE RSSULT OF Maximum Rotational Tolerance used each ply equally. Multi-ply with hangers are MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on based on hanger nails using 3.0" nails min. Tc Foxcs axL aNn csx Loaded for 10 PSF non-concurrent SCLL. testing and approval as required by IBC 1703 into the carrying member. 1-2 -13410 0.19 0.45 0.64 + + + + + � + + + + + and ANSZ/TPI dnd ar2 rEpOrted in available If 9hown, use additional fa9teners foi point 2-3 -14487 0.26 0.39 0.65 Unr ined horiz. L eflection = . documents as &R-1607 and ESR-1118. loads as indicated from the back plys, 3-4 -14487 0.26 0.39 o.65 + + + + + + + + + + + + + + + + + + + + + Permanent bracing is required (by othezs) to distributed symmetrically around the hanger. 4-5 -13910 0.19 0.45 0.64 2-PLY! Nail w/lOd BOX, staggered (per NDS) prevent rotation/toppling. See BCSI Use any other approved detail (by others). in: TC- 2 BC- 2 WEBS- 2 *�PER FOOT1�* and ANSI/TPI 1. lOd = lOd NAILS, SDS = Simpson SDS screws EC eOxCs tacn Etm csi ' luster UPLIFT REACTION(S) : or equivalent substitute. 6-7 12a49 0.31 0.37 0.67 This truss is designed using the Support Main wind Non-Wind (*) = Special Connection Req. (by others) 7-8 12668 0.31 0.37 0.68 ASCE7-OS Wind Specification 1 -117 lb � = Indicates load � �^'�• a�a*�+h�� 8-9 12668 0.31 0.37 0.68 Bldg Snclosed = Yes, Importance Factor = 1.00 2 -117 lb (no a al fasteners req. � 9-i0 i2449 0.31 0.37 0.67 Truss Location = Not End Zone 20 psf bottom chord live load NOT required + +�-s��+'�� + + + + + + + + + + + +�c Hurricane/Ocean Line = No , Exp Category = B on this truss, per IBC/IRC requirements for + + + + + + + + + + + + + + + + + + + + + +� was FORCE csx vrEs FORCE Csi Bldg Length = 99.99 ft, Bldg Width = 50.00 ftattics with limited storage. NAIL pattern shown is based on: 2-7 -592 0.09 9-8 1125 0.34 Mean roof height = 23.25 ft, mph = 90 lOd BOX = 0.128" dia. X 3.0" lOng nail 2-8 1125 0.34 4-9 -592 0.09 ASCE7 ZI Standard Occupancy, Dead Load = 10.2 psf lOd COn4dON = 0.148" dia. x 3.0" long nail 3-8 10310 0.17 Designed as Main Wind Force Resisting System 16d BOX = 0.135" dia. x 3.5" long nail - Low-rise and Components and Cladding 16d COIII�tON = 0.162" dia. x 3.5" long nail Tributary Area = 125 sqft + + + + + + + + + + + + + + + + + + + + + + LOAD CASE #1 DESZGN LOADS --------- ------ Dir L.Plf L.LOC R.Plf R.L LL/TL TC t 84.00 0- 0- 0 84.00 - - 0 0.83 BC Ver . - - 0 28- 0- 0 0.00 8-0-� 6-0-� 6-0-� $'�'� gC IV�eprt 3600b0 14X.�Loco L�L/70L Fastener 8-0-0 14-0-0 20-0-0 28-0-0 � , 14-0-0 i 14-0-0 , i.rr,x DEFLECTION (span) : 2-PLYS 1 2 3 4 5 L/475 MEM 3-4 (LIV&) LC 1 REQUIRED 5.00 -5.00 L= -0.70" D= -0.31" T= -1.01" ____= Joint Locations =--__ 6X12 1 0- o- 0 6 0- 0- 0 2 8- 0- 0 7 8- 0- 0 3 14- 0- 0 8 14- 0- 0 4 20- 0- 0 9 20- 0- 0 3X4 3X4 5 28- o- 0 io 2s- o- o 6-6-0 H�Q 6-6-0 SHIP SX12 1.SX3 3"4"�� 1.SX SX12 ZO-8-0 � IO-B- 3600# B1 62 W:508 W:508 R:3255 3.00 -3.� 00 R:3256 U:-117 U:-117 0-� 0-� 13-6-8 , 28'�'� 'l3-fr� � 6 7 8 9 10 8-0-0 6-0-0 6-0-0 8-0-0 8-0-0 14-0-0 20-0-0 28-0-0 5/20/2013 All connector plates are Truswal 20 ga.unless preceded by"W"for Wave 20 ga.,"HS"for HS 20 ga.,"S"for SS 18 ga.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:5132"=1' WARN ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Wsnt: �aa WORK ORDER:246937 V I L LAU M E This design is for an individual building component not truss system. k has been based on specifications provided by the component manufacturer Chk: CUST:SIWEK LUMBER antl done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer andlor building tlesigner prior to fabrication.7he building designer must ascertain that the loads Dsgnr:BK DUE DATE:3/512013 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 rooi or floor sheathing antl the bottom chord is laterally braced by a rigitl sheathing material tlirectly attached, unless otherwise noted. Bracing shown is for lateral support of compone�ts members only to reduce buckling length.This component shall not be placed in any TC Dead 7.00 psf Defl.Ratio: 240 environment that will cause the moisture content of the wootl to exceed 19%and/or cause connector plate corrosion. Fabricate,handle,install BC Live 0.00 psf O.C.Spacing 2-0-� 2926 LOne Oak Circle,St.Paul,MN 55121 and brace this truss in accordance with the tollowing standards:'Joint and Cutting Detail Reports'available as output from Truswal software, PH;651-454-3610 FAX;657-454-4765 'ANSI/TPI 1',1NTCA 1'-Wootl Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC DBBd 10.00 psf Design Spec IRC-ZDOs (BCSI)antl'BCSI SUMMARY SHEETS'by WTCA antl TPI.The Truss Plate Institute(TPI)is located at 218 N.Lee Street Suite 312, Alexandria,VA 22314.The American Forest and Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 52.00 psf Seqn T6.5.14- 230809