acc-2011-00148_0006.jpg Job Name: GARAGE COMPANY Truss ID: T14 Qty: 1 Drwg:
BRG X -LOC REACT SIZE REQ'D
1 0 - 2- 0 630 4.00" 1. so" TC 2x4 SPF #1/ #2 -CAN Designed per ANSI /TPZ 1 -2002 This design based on chord bracing applied
2 13 -10- 0 830 4.00 1. so" BC 2x4 SPF #1/ #2 -CAN Kcr (creep factor) = 1.50 per the following schedule:
BRG REQUIREMENTS shown are based ONLY WEB 2x4 SPF STUD -CAN Refer to Joint QC Detail Sheet for max o.c. from to
n the truss material at each bearing THIS DESIGN IS THE COMPOSITE RESULT OF Maximum Rotational Tolerance used BC 84.00" 0- 0- 0 14- 0- 0
MULTIPLE LOAD CASES. IRC /IBC truss plate values are based on UPLIFT REACTION(S) :
Loaded for 10 PSF non - concurrent BCLL, testing and approval as required by IBC 1703 Support CSC Wind Non -Wind
ASCE7 -05 SNOW LOAD DESIGN CRITERIA: and ANSI /TPI and are reported in available 1 -211 lb
Pg = 20 psf, Ce = 1.0, I = 1.0, Ct = 1.10 documents as ER -1607 and ESR -1118. 2 -211 lb
Pfmin = 20 psf This truss is designed using the
20 psf bottom chord live load NOT required ASCE7 -05 Wind Specification
on this truss, per IBC /IRC requirements for Bldg Enclosed = Yes, Importance Factor = 1.00
attics with limited storage. Truss Location = End Zone
Hurricane /Ocean Line = No , Exp Category = B
Bldg Length = 42.00 ft, Bldg Width = 32.00 ft
Mean roof height = 11.33 £t, mph = 90
ASCE7 II Standard Occupancy, Dead Load = 12.0 psf
Designed as Main Wind Force Resisting System
- Low -rise and Components and Cladding
Tributary Area = 28 sgft
MAX DEFLECTION (span)
L/999 MEM 2 -3 (LIVE) LC 1
L= - 0.06" D= - 0.05" T= - 0.11
3 -1_ 014 3 -1 -2 3 -1 3 -10144
3 -10 -14 7 -0-0 10 -1 -2 14 -0 -0
7 -0 -0 I 7 -0.0
1 2 3 4 5
4.00 -4�
R3X4
T 1X4 1X4 T
2 -7 -15 2 -10-8
2.5X6 2.5X6 SHIP
1 =0 -3 -15 � IO -3 -1
3X7 2
0-0 -0 -0
0 ; 8"7 O F -�
14 -0-0
6 7 8
7 -0 -0 7 -0 -0
7 -0 -0 14 -0-0
Trusses Designed Using Truswal Engineering Software 4/1 5/201 1
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: 9/32" = V
-WHERE QUALITY COSTS LESS-
WARNIN Read all notes on this sheet and give a copy of it to the Erecting Contractor. WO: GARAGE 4 -12 STANDARD
BUILDERS design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk: RF
and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions
SUPPLYCO.INC rotobeverifiedby the component manufacturer andl or building designer prior to fabrication. Thebuilding designer must ascertain that the loads Dsgnr: RF Weight:
59lbs
5701 SOUTH 72 STREET utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord
TC Live 30.00 psf DurFacs L =1.15 P =1.15
op OMAHA NE. 68127 -0109 is laterally braced by the motor floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise
(402) 331 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf
Rep Mbr Bnd 1.10
1- 800 - 642 -8944 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.Spaeing 2-0-n
LUMBER 1 Lumber Wall Panels Trusses and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software,
Design Spec IRC -2006
Roofing Windows Doors ' ANSI /TPI V, 'WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - BC Dead 10.00
psf 9 P
Mouldings Hardware Siding (BCSI) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located a1213 N. Lee Street Suite 312, Def. Ratio L1240
Alexandria, VA 22314. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 50.00 psf Seqn T6.5.14
- 633054