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Job Name: HODDER BARN Truss ID: A Q : 15 Drw : anc a-Loc nsl.rr Si2a asp�n TC 2x6 SPP C1650F1.58 Deaigned per ANSI/TPI 1-2002 VPLIPT RHACTION(S) : 1 0- 2-12 1672 S.So• 2.62^ aC 2x6 SPF C1650F1.Ss xcr (craep factor) a 1.00 Support Main 9Pind Non-Wind 2 a7- 9- a 1672 5.50• a.62^ �PEH 2x3 3PF STUD-CAN Refer to Joint QC Detail Sheet for 1 -120 lb aac ttapot�xs ehowa are baeed Oxn.r 2x4 SPF #1/#2-CAN 8-3 Maximum Rotatioaal Tolerance ueed 2 -120 lb oa the truea material at each beazing IRC/IHC truas plate valuea are based on THIS DSSIGN IS THH COMPOSITB RBSiTLT OP Thie trusa is deaigned using the _ teeting and approval aa required by IBC 1703 MVLTIPLB LOAD CA3S3. ASCB7-OS �Pind Specification � . rc FORCB asL etm csx and 7�TSi/TPZ and are reported in available Loaded for 10 PSP non-concurrent ECLL. eldg 8acloaed . Yea, Importaace Factor = 1.00 1-2 -5130 0.09 0.32 0.41 docUmeata ae ER-1607 Snd $SR-1118. + + + + + + + + + + + + + + + + + + + + + + Truas LOcatioa = Not 8ad Zone � a-3 -6199 0.07 0.2� 0.34 20 paf bottom chord live load NOT required Unreetrained horiz. LL deflection = 0.35 " Hurricane/Ocean Line � No , Sxp Category � H 3-4 -t199 0.07 0.27 0.34 on thia truas, per IBC/IRC requirementa for + + + + + + + + + + + + + + + + + + a + + + Sldg Length � 99.99 ft, H18g SPidth = 50.00 ft 4-5 -5130 0.09 0.32 0.41 attica with limited atorage. � Mean roof height = 23.25 ft, mph 90 � � ASCB7 II Standard Occupancy, Dead Load = 10.2 pef ac roncs �ar. sxn csx Deaigned as Main Wind Force Reaisting Syatem 6-7 9726 0.44 O.YB 0.72 - Low-riae and Componenta and Cladding 7-8 4777 0.45 0.28 0.72 T=ibutdiy AS88 s 56 eqft 8-9 4777 0.45 0.28 0.72 9-10 9726 0.94 0.28 0.72 � WSS PORCE CSI ii88 FORCE CSZ 2-7 184 0.10 4-8 -798 0.87 2-8 -798 0.87 4-9 184 0.10 3-8 2592 0.64 MAX DBFLBCPION (ep8n) : L/603 2�S 2-3 (LIVB) LC 1 L= -0.55" D= -0.26" T= -0.81" -_= Joint Locationa = sl 0- 0- 0 6 0- Oa�O � 2 8- 0- 0 7 8- 0- 0 � 3 14- 0- 0 8 14- 0- 0 4 20- 0- 0 9 20- 0- 0 8-0-0 � 6-0-0 � 6-0-0 � 8-0-0 � 5 2 8- 0- 0 10 2 8- 0- 0 8-0-0 14-0-0 20-0-0 28-0-0 14-0-0 i 140-0 � 1 2 3 4 5 � 5.00 -5.00 R5X8 � 3X4 3X4 � 6-6-0 �Q 6-11-7 I SHIP I 6X8 1.SX3 3'4'�� 1.5 6X8 1 zo-s.o 1 zo-e-o B, BZ W:508 W:508 R:1672 R:1672 U:-120 3•� '3•� U:-120 0-�8 0-�j 8�� � �i � ' " !-o�v . , 28' -� '13�fi� 6 7 8 9 10 � 8-0-� 6-0-� 6-0-� 8-0-� 8-0-0 140-0 20-0-0 28-0-0 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:1/8"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �►snt: �s� WORK ORDER:240973 V I L LA U M E This design is for an individual builtling componeM not truu system.It has been based on speciflcations provfded by lhe component manufaeturer Chk• CUST•SIWEK LUMBER anA tlone in accordance with the current verslons of TPI and AFPA design standards.No responsibility is assumed for dimenslonal accuracy.Dlmensions 0ro to bE vEriflld by the COmpOnEM m2nuf0dur2�entllo�bullding tle5lgnB�pAO�10 fObAtatlOn.The bullding dlsigne�muSt 3SCBRBin that the lo0ds Dsgnr:BK DUE DATE:315I2013 utilized on this design maet or exceed the Ioading Imposed by the local building code antl the particular application.The design assumes that the top chord TC LIV@ 35.00 psf DurFacs L=1.15 P=1.15 is laterally braeed by the roof or floor sheathing anA t�e bottom chord Is lateralty braeed by a rlgitl sheathing material directly altaehed,unless otAerwise noted.Bracing shown is for lataral support of componeMs members only to reduce buckling length.This component shall not be piaced In any TC Dead 7.00 psf . Defl.Ratio: 240 environmeM that will wuse the molsture eoMeM ot the wood to exeeed 19X antllor eause eonneetor plate eortoslon.FabAcate,handle,lnsfall BC LiVB 0.00 p5f O.C.Spaeing 2-0-0 2926 LOne Oak CirGle,St.Peul,MN 55121 and brxe this truss In accordance with the tollowing sWndards:'JoiM and CutNng Detail RapoRs'avalWble as output from 7r�swal soflware, PH;651-454-3610 FAX;651-454-4765 'ANSVTPI t','WTCA t'-Wood Truss Councll of AmeAea SWndard Design ResponslbilMfes,'BUILDING COMPONENT SAFETY INFORMATION�- BC Dead 10.00 psf � Design Spee IRC-2006 (BCSq and'BCSI SUMMARY SHEE7S'by WfCA and TPI.TM 7russ Plate InstNute(TP1)Is located at 218 N.Lea Street SuRe 312, AlexandNa,VA 22374.The AmeAqn Fomst and Pape�Assoclation(AFPA)is located at 1177 79th Strea4 NW,Ste 800,Washington,oC 2oo3s. TOTAL 52.00 psf Seqn T6.5.74- 781457