2009-00243 - change flat roof on detached garage

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lob Name: Tron uard Truss ID: A Q : 12 Drw : RG x-t.oC 7tEnC'r sizs xsQ�a TC 2x6 SPF C1650F1.SE Plates outside the truss perimeter are End verticala are deaigned for axial loada 1 0- 2-12 1060 5.50�� 5.50�� BC 2x6 SPF C2400F2.OE designed for the location aho�m only (DO NOT only unless noted otherwise. 2 23- 9- 4 1460 5.50�� 5.50�� WEB 2x3 SPF STUD-CAN MJVE!) and may ba trimmed or folded. Extensions above or below tha truss profile ac RaQozn�t�7�s enovn aza basad otaLY 2x6 SPF C1650F1.SE 18-1, 19-9esiqned per ANSI/TPI 1-2002 (if any) havo been designed for loada n tha truss matarial at oach boarinq 2xd SPF A1/M2-CAN 13-5, 5-li�latinq is based on quality control factors indicated only. Horizontal loads applied at Tt�is deaiqn does not account for lonq term Cq = 1.25 for Wide face and the and of the extensions have not been Tc Foxc� i�a¢. stm csi time dependent loading (creep). Building Cq = 1.25 for narrow faca. considered unless shown. A drop-leg to an 1-2 -2027 0.01 0.06 0.08 Deaiqner muat account for this. Any alterations to this are ahown for otl�erwise unsupported wall may create a 2-3 -3567 0.04 0.06 0.10 Refer to Joint QC Detail Sheet for individual joints on the Joint R�aport. hinge effect that requires additional desiqn 3-C -4731 0.08 0.27 0.35 Maximum Rotational Tolerance used THIS DESIGN IS THE COMEOSITE RESULT OF consideration (by others). 4-5 -4488 0.07 0.25 0.32 IRC/IBC truss plate valuas are based on MUI,TIPI.E LOAD CASES. UPLIFT REACTION(S) : 5-6 -�a89 0.07 0.25 0.32 teeting and approval as required by IBC 1703 Loaded for 10 PSF non-concurrent BCLL. Support Main Wind Non-Wind 6-7 -1732 0.08 0.27 0.35 and ANSI/TPI and are reported in available + + + + � + + + + + + + + + + + + + + + + + 1 -113 lb 7-8 -356'7 0.04 0.06 0.10 docwnents as ER-1607 and ESR-1118. Unr�etrained horiz. LL deflection = 0.72 " 2 -113 lb B-9 -2027 0.01 0.06 0.08 HORIZONTAL REACTION(S) : + + + + + � + + + + + + + + + + + + + + + + This truss is deaigned using the aupport 1 -245 lb 20 psf bottom chord live load NOT required ASCE7-OS Wind Specification eC F'ottCE A7¢. stm CSi support 2 245 lb on this truss, per IBC/IRC requirements for Bldg Enclosad = Yas, Importance Factor = 1.00 0-11 429 0.02 0.01 0.02 attics Nith limited storaqe. Truss Location = Not End Zone 1-12 2086 0.30 0.08 0.18 Hurricane/Ocean Line = No , Exp Category = B 2-13 3702 0.18 0.08 0.26 Bldg Lenqth = 99.99 ft, Bldq Width = 50.00 ft 3-14 1635 0.08 0.12 0.21 Mean roof heiqht = 26.25 ft, mph = 90 4-15 3703 0.18 0.08 0.26 ASCE7 IZ StandBrd Occupancy, Dead Load = 10.2 psf 5-16 2086 0.10 0.08 0.18 Designed ae Main Wind ForCe Reaistinq System 6-17 029 0.02 0.01 0.02 - Low-rise and Components and Cladding rvas F'oEtcE Csi wEa FoltCs cSi �T� �T� �� T� �� T� Tributary Area = 48 sqft 8-SO -1460 o.i3 s-ia 32oz o.�s 3'�'� S� � 0-1 -1d25 0.13 6-14 150 0.08 3-0-0 (� � � � =+ �I� � �I'� MA7{ DEF'I.ECTZON (span) : 1-11 1507 0.91 7-1a 7C5 0.45 L/711 I�t 13-14 (LIVE) LC 1 2-11 -1075 0.34 7-15 -889 0.28 12-0-0 � 12-0-0 L= -0.40" D= -0.20" T= -0.60 2-12 1085 0.65 8-15 1086 0.65 �1 2 3 4 5 6 7 S 9� 3-12 -889 0.28 8-16 -1075 0.34 � 3-13 7d5 0.45 9-16 1508 0.91 10.0 -10.0 Joint Locations =_ 4-13 150 0.08 19-1� -1�60 0.11 1 0- 0- 0 11 3- 0- 0 2 3- 0- 0 12 6- 0- 0 5-13 3202 0.79 17-9 -1�26 0.11 3 6- 0- 0 13 9- 5- 1 R7X10 4 9- 5- 1 14 14- 6-15 5 12- 0- 0 15 18- 0- 0 2X3 2X3 b ld- 6-15 16 21- 0- 0 7 18- 0- 0 17 24- 0- 0 8 21- 0- 0 18 0- 0- 0 9 24- 0- 0 19 24- 0- 0 3X5 3X5 10 0- 0- 0 14 10X1 12-1-7 12-7-7 3X6 3X6 SHIP 3X5 3 7-11-70 3X8 3X8 �Z_'_7 3X8 3 �2-1-7 0-4-9 g Qj 0-4-9 3X8 10.00 10.00 0-�8 0-� 1�, 8-11-9 � + 8-11-9 1� �10 11 12 13 B�� 14 15 76 17 � 3�� 1� �1� 14� �l� �1� �l� 5/18/2009 411 connector plates are Truswal 20 ga.untess 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 Reporta available from Truswai software,unless noted. Scale:1/8"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. wgnt: 2os WORK ORDER:Q212008 V I L LA U M E This desiyn Is for an indivldwl DuiWiny component not truss ayatem.N Ms been baaed on apacHicatlon�provlded by the component manWactunr Chk:. CUST:Builder Akernatives and done In accordance with the�urroM wnlons of TPI and AFPA dasign ahndards.No naponaibllNy Ia asaumedlor Almenslonal accuracy.Dimensbna p8 nr•MJK DUE DATE:05f06/09 ara to ba wrlMd by the componant manufactu�er andlor hulltllny tlealpner prbr to fabrkation.The bulldlnp deaiqnar must ascartaln that the kada 9 ' Willzetl on this d�slpn meN or axceaA the badinq Impossd Ey tAe bcal bullding coda and t�e particul�r applic�tion.TM daslyn assumas tAat the top chotd TC Live 35.00 psf DurFacs L=1.15 P=1.15 b latenlly bncad by the rool or floor sheathiny and the boriom c�ord ia laterally bnc�d by a HpW sMathinp materlal dlrectly athcMtl,unMss otMrwha notsd.Bnciny ahown ia Tor lahni support ot components memCen only to nduca buckling lonqth.Thb comporont s�all not Ee pheed In any TC�Edd 7.00 psf Defl.Ratlo: 240 - environment that will causm tha moisture content of the wood to exceed 19%andlor cauae conneetor plah cortosion.Fabrkate,h�ndle,inataY gC Uve �.00 PSi O.C.Spacing 2-0-0 29T�LOn6�ak ClfCle,SL Paul,MN 55721 '^d bnce this trus�In ucoMance with tM followlnp atrndards:'Jolnt and Cutting Detail Raporta'avallabk as output from Truswal aottwra, PH;651�543610 FAX;651-454-4765 '�+NSVTPI t','WTCA 1'-Wood Trws Councll olAmarlca Standard Deslp�Rasponsibilltka,'BUILDING COMPONENT SAFETY INFORMATION'- BC DQafI 10.00 psf Design Spec �RC.-Z��s • �BCSn antl'BC31 SUMMARY SHEETS'by WTCA and TPI.The Truss Piate InstMute(TPI)b located at 218 N.Lee Stroet SUNa J12, Akxandria,VA 22314. 7he Amerlcan Fareat and Paper Assoclatbn(AFPA)b bcautl at 1171 19M Stmet,NW,s�e aoo,wasninp�on,oc 2oose. TOTAL 52.00 paf Seqn T6.5.9P- 26815