acc-2011-00148_0005.jpg Job Name: GARAGE COMPANY Truss ID: T14 -GE Qty: 1 Drw :
TC 2x4 SPF #1/ #2 -CAN Designed per ANSI /TPI 1 -2002 This design based on chord bracing applied
BC 2x4 SPF #1/ #2 -CAN Kcr (creep factor) = 1.50 per the following schedule:
GBL BLK 2x4 SPF STUD -CAN Refer to Joint QC Detail Sheet for max o. c. from to
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 This truss is designed using the
Loaded for 10 PSF non - concurrent BOLL. testing and approval as required by IBC 1703 ASCE7 -05 Wind Specification
ASCE7 -05 SNOW LOAD DESIGN CRITERIA: and ANSI /TPI and are reported in available Bldg Enclosed = Yes, Importance Factor = 1.00
Pg = 20 psf, Ce = 1.0, I = 1.0, Ct = 1.10 documents as ER -1607 and ESR -1118. Truss Location = End Zone
Pfmin = 20 psf Gable verticals are 2x 4 web material spaced Hurricane /Ocean Line = No , Exp Category = B
20 psf bottom chord live load NOT required at 16.0 " o.c. unless noted otherwise. Bldg Length = 42.00 ft, Bldg Width = 32.00 ft
on this truss, per IBC /IRC requirements for Top chord supports 24.0 " of uniform load Mean roof height = 11.33 ft, mph = 90
attics with limited storage. at 30 psf live load and 10 psf dead load. ASCE7 II Standard Occupancy, Dead Load = 12.0 psf
Additional design considerations may be Designed as Main Wind Force Resisting System
required if sheathing is attached. - Low -rise and Components and Cladding
Refer to appropriate Truswal Standard Gable Tributary Area = 28 sqft
Detail for information regarding the
bracing of this gable truss.
3 -0 -0 ml m m ml m ml m ml T ml 3_0�
3 - - F F, F X 4 m F T Y
1 -0-0
7 -0-0 7 -0 -0
1 2 3 4 5 6 7 8 9
400 -4.00
T R3X4
T
2 -7-1 s 2-10-8
1.5X4 1.5X4 SHIP
1 7-0-3-15 ZO-3 -1
0 O
14 -0 -0
10 11 12 13 14 15 16 17 18
3 T� T e l m vim lch vT 1400
J�us �eslgne Using Truswal Engineering Software 4/15/2011
OVER CONTINUOUS SUPPORT
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" =1'
-WHERE QUALITY COSTS LESS-
WARNING 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 re tobe verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain thattheloads Dsgnr: RF Weight:
60lbs
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
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 - 4500 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 2-0-0
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 'ANSVTP11','wTCA 1'- Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf
Mouldings Hardware Siding
(BCSI) and'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 218 N. Lee Street Suite 312, Def. Ratio L/240
Alexandria, VA 22314. The American Forest and Paper Association (AFPA) is located at 1111 79th Street, NW, Ste 800, Washington, DC 20036. TOTAL 50.00 psf Segn T6.5.14
- 633055