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Job Name: 30' Tuckunder Truss ID: A01 Qt : 1 Drw : sRG X-LOC xEACT SIZE [tEQ'DTC 2x4 SPF C1650F1.SE **[PM7=PLATE MONITOR USED-See Joint Report�t UPLIFT REACTZON(S) . 1 0- 2-12 1815 5.50�� 2.85�BC 2x6 SPF C1650S1.SE Deaiqned per ANSI/TPI 1-2002 Support C6C Wind Non-Wind 2 29- 9- A 1815 5.50° 2.85'WEH 2x3 SPE STUD-CAN Platinq is based on quality control factore 1 -186 lb aRG tteQoiitetgNl's aho.rn are based OHI.Y 2x4 SPF M1/M2-CAN 7-3, 3-9 Cq = 1.25 for ride face and 2 -184 lb on the truae matarial at each bearSt6�GE 2x6 SPS M1/M2-CAN Cq = 1.25 £or narrow face. This trues is desiqned usinq the Lumber shear allo�ablas are per NDS. Any alterations to this are ahorn for ASCE7-O5 Wind SpeciEication TC FORCE 1�ci. etm CSI This desiqn does not account for lonq term individual joints on the Joint Report. Bldg Enclosad = Yes, Zmportance Factor = 1.00 1-2 -25G6 0.06 O.BG o.89 time dependent loadinq (creep). Buildinq Refar to Joint QC Datail Sheet for Truss Location = Not End Zone 2-3 -2229 0.08 0.62 0.71 Desiqner must account for thie. Maximum Rotational Toleranca uead Hurricane/Ocean Line = No Eup Cateqory = B 3-4 -2229 0.08 0.62 0.71 IRC/IBC truee plate valuea are based on THIS DESIGN IS THE COt�OSITE RESULT OF Bldg Lenqth = 80.00 ft, Hldg Width = 40.00 ft 4-5 -2546 0.06 O.ed 0.89 teatinq and approval as required by IBC 1703 MULT2PLE LOAD CASES. Maan roof heiqht = 14.06 ft, mph = 90 and ANSI/TPI and are reportad in availabla Loaded for 10 PSF non-concurront BCLL. ASCE7 II Standard Occupancy, Dead Load = 10.2 psf BC FORCE n7Q, sem CSI documanta as ER-1607 and ESR-1118. 20 pef bottom chord live load NOT roquirad Deaiqned as Main Wind Force Raeistinq Syatam 6-7 2152 0.32 0.56 0.87 on this truas, par IBC/IRC roquiramontn for - Lov-ziae and Componenta and Claddinq 7-8 1G71 0.10 0.52 0.62 attica vith limited atoraqa. Tributary Area = 60 sqft 8-9 1G71 0.10 0.52 0.62 9-10 2152 0.32 0.56 O.B7 WEH FORCE CSI WEB FORCE CSI � 2-7 -521 0.37 3-9 729 0.18 3-'! 729 0.18 E-9 -521 0.37 MAX DEFLECTION (epan) : L/747 MEM 3-6 (LIVE) LC 1 L= -0.47" D� -0.14" T= -0.62' ____= Joint Locationa =____ 1 0- 0- 0 6 0- 0- 0 2 7- 6- 1 7 10- 0- 0 7$-1 7-5-_ 1� 7-5-15 7-6-1 3 15- o- 0 8 16- o- o 7-6-1 15-0-0 22-5-15 30-0-0 a z2- 5-15 9 20- 0- 0 5 30- 0- 0 10 30- 0- 0 15-0-0 � 15-0-0 � �1 2 3 4 5 6.00 -6.00 4X5 � 1.5X3 1.5X3 8-1-6 8-g_3 1 SHIP 6X6 6X6 =0_7_8 TO-7-6 3X4 S=3X7 3X4 W:508 W:506 R:7815 R:1815 U:-184 U:-184 1-7�0� �-�� 30-0-0 i `6 7 8 9 10 10-0-0 9-11-15 , 10-0-0 10-0-0 20-0-0 30-0-0 7/16/2012 All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:1I6"=1' WARNI NG Read all notes on this sheet and give a copy of it to the Erecting Corrtractor. wo:cuu�ckson socuckund Thia Aeaign ia/or an individual building eomponant not truas system.k has haan basad on spoefi ationa providod by tha eomponent manufeeturer Chk: DPE and dona in eccordance wkh the current vanions ot TPI and AFPA Eaaign atandards. No naponsibility is easumed for dimonsional accurary. Dimensionn n to bo voriFiod by tha component manufacturor and/or buiWing daaignor prior to febricetbn.Tha buYding designar must escertain that tha loeds Dsqn=: LSP utilized on[his deaign meet or a:cead the beding impoaed by the bcal bulWing coda end tM partkuNr eppliutbn.The dasign asaumes thet the top chord TC LivG 35.00 pef DurFacs L=1.15 P=1.15 E ie ktarally braead by the roo(orfloor ahaathing and tha bottom chord is latorally broead by e rlgid shas[hfng metarlel dlreetly attaehed,unlasa otherwlsa notad.Brocing ahown u for leterol support of components mamban only ro nduw buckling kngth.Thia componen[ahell not ba pNwd in any TC DYdd 7.00 p9f Rep M br Bnd 1.75 nvironment that will cause tha moisturv contoM of tha wood to oxcaed 19•/.end/or uuaa connector pleta corrosion.Fabricate,hendle,install BC LiVe 0.0� paf O.C.Spacing 2-0-� - E M M E R I C H W 00 D end broce thia[russ in nccordance wlth tha following atnndarde:'Joint end Cutting Dotall RepoAs'eveilebk sa output from Truawal noftwere, 'ANSYTPI 1','WTCA 1'-Wood Truas Council of Amarke Sta�derd Daalgn RoaponslbNttias,'BUILDING COMPONENT SAFETY INFORMATIOM- HC Dead 10.00 psf Design Spec �RC-ZQQs J115 182nd Lena,Andover MN 55J04 (8�51)end'BCSI SUMMARV SHEETS'by W�CA end TPI.TM Truss Plate Inatl[uto�TP�is loceted at 218 N.lea Street Suea 31Y, Phona(783�427<755 Fex(783�27-8083 Alaaandrie,VA T2316.Tha Amariun Foreat nnd Pepar Assoclation(AFPA)le Ixetod at 1717 19th Stnat,NW,Ste 800,Weshington,DC 20038. TOTAL 52.00 psf Seqn T6.5.14- 364251 - PDF created with pdfFactory trial version www.pdffactorv.com