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Job Name: HODDER BARN Truss ID: B Qt : 15 Drw : sxG a-i.oc asACr szza 1tsG�n TC 2x4 SPF C2100P1.8H Deeiqned per AN3I/TPI 1-2002 Required bearing rridtha and bearing areas � i o- 4-12 62� 5.50• 1.50^ SC 2x4 HF 1650E-1.SB Rcr (creeg factor) � 1.00 apply whan truea not aupporte8 ia a hanger. 2 7- 8-12 481 xGx 1.50• iPBB 2x3 SPF STUD-CAN Refer to Joint QC Detail Sheet for VPLIFT REACTION(S) : HRG RBQIIIRBl�NTS ahoava are baeed oxtx fP8D6s 2x4 SPF #1/#2-CAN 14aximum Rotational Toleraace uaed Support C�C wind Non-viiad on ehe truae matarial at each benriag IRC/IBC trusa plate valuea are baeed on THIS DS3IGN I3 THS COMPOSITH RESIILT OP 1 -108 lb HRG A1INGBR/CLIP NOTB teating 8afl BppYOV81 88 required by IBC 1703 MIILTIPLB LOAD CA383. 2 -122 lb . 2 tteager ias• and ANSI/TPI and are reported in available Loaded for 10 PSF non-concurrant BCLL. HORIZONTAL RSACPION(3) : +HANGBR(S) xo ea �Gzxsaxsn documenta as SR-1607 and SSR-1118. 8ee1 platea aaalyzed for eccentricity. aupport 1 130 lb Support conaectioa(s)/[[aager(e) are Haaqer nail pointa that protrude through the Snd verticala are deeigned for axial loada eupport 2 131 lb . aot deaigaed for horizoacal loade. back face of the girder ehall be clinched oaly ualeea noted otheraiae. Thie trusa ie deaigned uaiag the or covered for eafety. Bxtenaions above or below the truea profile ASCs7-OS wind Specification TC PoxCa axL sxn Cst 20 paf bottom chord live load NOT required (if any) have been deaigned for loade Bldg $ncloaed . Yea, importance Factor � 1.00 1-s -12a 0.00 0.�3 0.�3 on this trusa, per IBC/IRC requirementa for indicated only. Horizontal loada applied at Truae Location = Not 8nd Zone attica with limited etorage. the end of the extaneione have not been Hurricane/Ocean Line = No , Bxp Category m B sC noxcs uL sxn csx coneidered unleea ehown. A drop-leg to an eldg Langth = 99.99 ft, Bldg �idth = 50.00 ft 3-4 131 0.00 0.42 0.42 othexwiee unaupported wall may create a Mean roof height = 21.82 ft, mph 90 hinge effect that requirea a8ditional desiqn ASCE7 II Standard Occupancy, Dead Load = 10.2 paf toaa FORCB csx wss aoxca csx conaideration (by othera). Desiqne8 as btain wind Force Reaietinq Syetem 2-a -3¢1 o.i8 - Low-riee and Componenta and Cladding Tributary Area = 16 aqft MAX DBFLBCPION (apan) : L/203 MHM 1-2 (LZVB) LC 1 L= -0.45" D= -0.13" T= -0.58" 7-1� . �_�Q_8 = _= Joint Locationa =__ _ 1 0- 0- 0 3 0- 0- 0 2 7-10- 8 4 7-10- 8 1 2 5.00 1.5X3 40-0 3"�1'6 43-5 SHIP SX5 I°-$-° � 2X3 B1 B2 W:508 W:308 R:627 R:481 ,�1�'JJ,�118 0_,� U:-122 r--�='�'�—i 7-10-8 �3 4� 7-10-8 �-��-$� 2/27/2013 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:3/8"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. went: s� WORK ORDER:240973 VI L LA U M E Thls design is for an intlivltlual builtling componeM not truss system.R has been based on speclFlcatlons provided by tM componeM manufacturer Chk• CUST:SIWEK LUMBER and done In accordanca wkh the current verslons of TPI and AFPA tlesign stanAards.No responsibility is assumed for tlimensional accuracy.Dimensions Dsgnr•BK DUE DATE•3/SI2013 are to be verifletl by the eomponent manufadurer and/or builtling tlesigner prlor to fabrication.The buliding deslgner must ascertain that the loatls ' ' utilized on this dasign meet or exceed the Ioading Imposed by the Ixal building coCe anC the particular application.The design assumes that the top ehortl TC Live 35.00 psf DurFacs L=1.15 P=1.15 Is lateralty braced by the rool or floor sheathing and the bottom chord is lateralty breced by a AgiA sheathing material diredly attached,unless otherwise note0.Brocing shown Is tor lateral suppoR of components members onty to reduce buckling length.This eomponent shall not be placed In any TC Dead 7.00 PSf Defl.Ratio: 240 environment that wlll eause the moisture content oi the wootl to exeeetl 189G antllor caux aon�ctor plate cortosion.FabAcate,handla,inshll BC LIVB 0.00 p51 O.C.Spaeing 2-0-0 � 2926 LOne Oek Circle,St.Paul,MN 55121 antl brace this truss in xcordance with the tollowing standards:'Joint and Cutting Datail Raports'availabla as output irom Truswal wttware, � PH;657-454-3610 FAX;651-454-4765 �ANSVI'PI 1','VYfCA 7'-Wood Truss Couneil of America Standartl Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION�- BC Dead 70.00 psf - Design Spec IRC-2006 (BCSI)antl BCSI SUMMARY SHEETS'by WfCA end TPI.The TNss Plate InsUtute(TPI)Is locatad at 278 N.Lea Street Suke 312, AkxandAa,VA 22314.The Ameriwn Forost and Paper Associatlon(AFPA)is located at 1771 18th Straet,NW,Ste 800,Washington,oc zoo3s. TOTAL 52.00 psf Seqn T6.5.14- 181459