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Job Name: HODDER BARN Truss ID: B1 Q : 2 Drw : aac z-rAC xsxCr SIzs aaQ�n TC 2x4 SPF C2100F1.8B Deeigned per ANSI/TPI 1-2002 Hanger nail pointa that protrude through the 1 0- 2-12 646 5.50^ 1.50^ BC 2x4 HP 1650P-1.58 Rcr (creep factor) e 1.00 back face of the girder ehall be clinched 2 7- 9-12 510 xcit 1.so• 9PBB 2x3 SPF STOD-CAN Refer to Joint QC Detail Sheet for or covered for eafety. EaG napoxx�7T5 show are based oai.Y NSD68 2x4 SPP 81/$2-GN Maximum Rotational Tolezance uaed Required bearing rvidths and bearing areas oa the truas material aC ench beeriag 68L BLR 2x3 SPF STUD-CAN TFiIS DHSIGN IS TFiB COI�OSITB RESIILT OF apply when tru98 not eupported in a h8Ager. exc w�c�csa/cr.ip NOTS 2RC/IBC truea plate valuea are based on MULTIPLB LOAD CAS83. IIPLIPT REACTION(S) : . 2 xaager xaa+ teating and approval as required by ZBC 1703 Loaded for 10 PSF non-concurreat BCLL. Support C�C ➢Pind Non-Nind •H11NG8R(S) ro as ataczxasxaD and AN32/TPI an8 are reported in available Heel plates analyzed for eccentricity. 1 -126 lb Support Coanectioa(e)/xnagar(e) are documente ae SR-1607 and SSR-1118. Permanent bracinq ia require8 (by othera) to 2 -100 lb aot aeeigaea for norizoatal loada. Oable verticals are 2x 3 web material apaced prevent rotation/toppling. See eCSI a0itizON'i'lw RHACTION(S) : at 16.0 " o.c. unlesa noted otherwiae. and ANSI/TPZ 1. aupport 1 130 lb xc PORCS AxL sxn Csz Top chord aupporte 24.0 " of uniform load Snd verticals are deaigned for axial loada aupport 2 131 lb � 1-2 -128 0.00 0.88 0.88 at 35 paf live load and 7 psf dead load. only unleea noted othex�viae. This trusa ie deeigned uaing the Additional deaign conaiderationa may be Sxtenaions above or below the trusa profile ASC87-OS Wind Specification ac roaca aaL srm csx required if aheathiag ie attached. (if any) have been 8eaigne8 for loade sldg 8ncloaed . Yea, Importance Factor = 1.00 3-4 i31 0.00 0.52 0.52 Brace qable atuda ia accordance vith indicated only. Horizontal loads applied at Truea i.ocation = xot snd zona Trueaal Syatema standard qable bracing tha end of the extensiona Have not been Hurricane/Ocean Liae = No , 8xp Category = B xaa FORCS Cst wss eoxCa Csx detaila aad charta. conei8ered unlesa ahown. A drop-leg to an Sldg Length � 99.99 ft, Hldg iPidth = 50.00 ft 2-9 -396 o.ie Thie truea requirea adequate aheathing, as otherwiee unaupported wall may create a Mean roof haight = 21.82 ft, mph 90 deaigned by othera, applied to the truea hinge effect that raquirea additional deaign ASC87 II Standard Occupancy, Dead LoaB a 10.2 paf face providiag lateral aupport for weba in conaideration (by othera). Deaigned as Main wiad Force Reaiatinq Syatem ' the truea plane aad creatinq ehear wall 20 pef bottom chord live load NOT required - Loa-riee and Componeata and Cladding action to reaiat diaphragm loada. on thie truse, per ISC/IRC requirementa for Tributary Area = 17 sgft attica with limited atorage. ----------LOIw GSa #1 DSSIGN LOADS ---------------- � Dis L.Plf L.Loc R.Plf R.Loc LL/TL �.��.8 TC vert 104.00 - 1- 6- 0 104.00 0- 0- 0 0.67 --� TC Vert 85.00 0- 0- 0 89.00 7-10- 6 0.82 7-10-8 TC vert 104.00 7-10- 8 104.00 8- 0- 0 0.67 sC vert 21.00 0- 0- 0 25.00 7-10- B 0.00 1 2 MAX DBFLBCTION (apan) : $.Q L/204 I�tQ 1-2 (LIVB) LC 1 L= -0.44" D= -0.15" T= -0.60" - _� Joint Locationa = - lm 0- 0- 0 3 0- Os 0 2 7-10- B 4 7-10- 8 4-�-� 3-11-6 43-5 SHIP 5X5 I�-$-� � 2X3 B1 62 W:508 W:308 R:646 R:510 1J;;126 �_,� U:-100 F-�'L--+ 7-10-8 �3 4� 7-10-8 TYPICAL PLATE:1.5X3 �'��'$ 2/27/2013 All connector plates are Truswa120 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 soflware,unless noted. Scale:318"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. WSM: a� WORK ORDER:240973 V I L LA U M E This tlesign is for an individual building comporwM not truss system.k has been based on speclflcations provided by the component manufacturer Chk' CUST'SIWEK LUAABER and dorre in accordance wlth the current versions of TPI and AFPA Aesign stantlaMs.No responsibility is assumed for dimensional accurary.Dimensions Dsgnr•BK DUE DATE•3/512013 are to be veAfied by the componeM manufacturer andlor buildfng designar prior to fabNcaUon.The builAing designer must ascertain that the IoaCs ' ' utllized on this design meet or exceeC the loading imposed by the local building code and the partieular applieation.The Aesign assumes that the top ehoM TC LiV@ 35.00 psf DurFacs L=1.15 P=1.15 Is laterelly braeed by the roof or floor sheathing antl the boHom chortl is lateralty broced by a rigid sheathing mateAal directly aNached,unleas othervvise noted.Bracing shown Is for iateral support of components mambers only to reduce buekling length.7�is componeM shall not be placeA in any TC Dead 7.00 PSf Defl.Ratio: 240 environment Nat will wuse the moisture coMeM of ths wood to exceed 18%antllor caux connector plate corrosion.FabAcate,handle,install BC LIV@ 0.00 pSf O.C.Sp8C1�9 2-0-0 2926 Lone Oak CirCle,St.Peul,MN 55121 and brace this truss In xcordance wkh the following atandards:'Joint and Cutting DeWil Raports'availabb as output from Truswal w}tware, PH;6 51-45436 7 0 FAX;651-454-4765 'ANSVfP11',NYTCA 7'-Wood Truss Councll of AmeAca SWntlartl Design ResponsibilHfes,'BUILDING COMPONENT SAFETY INFORMA710N•- BC Dead 10.00 psf D25ign Sp@C IRC-2006 (BCSI)and'BCSI SUMMARY SHEETS'by WTCA and TPI.The Truss Plate Institute(TPI)is loeatetl at 218 N.Lce Street Suite 312, Akxandrla,VA 22374.The American Forest and Paper Assoclation(AFPA)is located at 1711 191h StreeR NW,Ste 800,W�hington,�c 2ooa5. TOTAL 52.00 psf Seqn T6.5.74- 181460