2008-00136 - new townhome - Laserfiche WebLink

Home Browse Search

; Job Ivame: ZB COMPANIES/WILLIAMS Truss ID: CY Qt : 1 Drw : BRG x-i.oC REACT Size REQ'D TC 2x4 SPF C1650F1.SE Web bracing required at each location shown. End verticals are designed for axial loads i 19- 2-12 973 5.50�� i.53�� 2x4 SPF M1/#2-CAN 1-3 � See standard details (TX01087001-001 revl). only unless noted otherwise. 2 37- 4- 4 960 5.50�� 1.50�� BC 2x4 SPF N1/#2-CAN **[PM]=PLATE MONITOR USED-See Joint Report** Extensions above or below the truss profile sRc REqUiREMExTs shown are based oN7.Y WEB 2x4 SPF N1/N2-CAN Designed per ANSI/TPI 1-2002 (i£ any) have been designed £or loads on the truss material at each bearing 2x3 SPF STUD-CAN 6-2, 6-5 Plating is based on quality control factors indicated only. Horizontal loads applied at 2x3 SPF #1/#2-CAN 2-7 Cq = 1.25 for wide face and the end of the extensions have not been 2'c FoacE 7.xi, axD csi This design does not account £or long term Cq = 1.25 for narrow face. considered unless shown. A drop-leg to an 1-2 -175 0.00 0.73 o.73 time dependent loading (creep). Building Any alterations to this are shown for otherwise unsupported wall may create a 2-3 -1120 0.01 0.73 o.75 Designer must account for this. individual joints on the Joint Report. hinge effect that requires additional design 3-4 -1248 0.01 0.50 0.51 THZS DESIGN IS THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheet for consideration (by others). 4-5 164 0.02 0.50 0.52 M[JLTIPLE LOAD CASES. Maximum Rotational Tolerance used VPLIFT REACTION(S) : Loaded for 10 PSE non-concurrent BCLL. IRC/ZBC truss plate values are based on Support Main Wind Non-Wind sc FORCE AxL art� csi Shim bearings (i£ needed) for req. support. testing and approval as required by IBC 1703 1 -219 lb 6-7 781 0.06 0.85 0.91 HORIZONTAL REACTION(S) : and ANSI/TPI and are reported in available 2 -46 lb 7-8 1i49 0.12 o.e5 0.97 support 1 -404 lb documents as ER-1607 and ESR-1118. This truss is designed using the suppo b ASCE7-OS Wind Specification wEs FORCE CSI wes FORCE CS1 � Hldg Enclosed = Yes, Importance Factor = 1.00 1-6 -231 0.25 a-7 208 0.06 Truss Location = Not End Zone 2-6 -836 0.61 4-8 -1481 0.48 Hurricane/Ocean Line = No Exp Category = B 2-7 515 0.17 5-e -212 0.07 Bldg Length = 99.99 ft, Bldg Width = 50.00 ft Mean roof height = 16.16 ft, mph = 90 ASCE7 II Standard Occupancy, Dead Load = 10.2 psf f Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area = 37 sq£t MAX DEFLECTION (span) : � 6-4-0 6�-0 5-11-0 L/999 MEM 6-7 (LIVE) LC 25 ; 6-4-0 12-8-0 18-7-0 L= -0.21" D= -0.22" T= -0.43 �� ` '� 1 2 3 4 5 == Joint Locations =__ ///�� 1 0- 0- 0 5 16- 7- 0 � � 2 6- 4- 0 6 0- 0- 0 -8.00 3 9- 9-11 7 9- 6- 0 . � 3X6 4 12- 6- 0 9 18- 7- 0 / I � , I \� 8-3-9 3X4 ✓ � S=3X4 � 14-5-11 6X6 �4-5-11 SHIP 1\ � 61 6 v g_Z_3 W:508 2X3 R:973 � ` � � I U:-219 TZ_�_ � 1 1 n ° 4X BZ v\ �.�� .� R:�960 � f - - �-`�-$U:-46 � 18-1-8 19-0-0 �6 7 8 /- STUB 9-6-0 9-1-0 � / s-s-o �s-�-o / 9/29/2008 All nnector plates are al 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" X"for TWMX 20 ga.or"H"for 16 ga.from Truswal,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:3/32"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Wsnt: ��s WORK ORDER:208125 V I L LA U M E This design is for an individual building component nat truss system.It has been based on specifications provided by the component manufacturer Chk:MJK CUST:LAMPERT YARDS-A.V. and done in accortlance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr:SJS DUE DATE:9/15/2008 are to be verified by the component manufacturer antllor building designer prior to fabrication.The builtling designer must ascertain that the loads utilized on this tlesign meet or exceeE the loading imposetl by the local building code and the particular application.The tlesign assumes that the top chord TC Live 35.00 psf DurFacs L=1.15 P=1.15 is laterally braced by the roof or floar sheathing and the bottom chortl is laterally braced by a riqitl sheathing material directly attached, unless otherwise notetl. Bracing shown is for lateral support of components members only to retluce buckling length. This component shall not be placed in any TC Dead 7.00 psf Defl.Ratio: 240 environment that will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion.Fabricate,handle,install BC Live 0.00 psf O.C.Spacing 2-�-� 2926 Lone Oak Ci�cle,St.Paul,MN 55721 and brace this truss in accordance with the tollowing standards:'Joint antl Cutting Detail Reports'available as output from Truswal software, PH;651-454-3610 FAX;651�54-4765 �ANSIITPI 1','WTCA 1'-Wood Truss Council of America Standartl Design Responsibilities,'BUILDING COMPONENT SAFEN INFORMATION'- BC DQ2C1 10.00 psf Design Spec IRC-2006 (BCS1)and'BCSI SUMMARY SHEETS'by WTCA antl TPI.The Truss Plate Institute(TPI)is located at 218 N.Lee Street Suite 312, Alexandria,VA 22314. The American Forest and Paper Associa[ion(AFPA)is located at 1111 19th Street,NW,Ste 900,Washington,DC 20036. TOTAL 52.00 psf Seqn T6.5.7 - 73969