Plans I
11110111111111 ACompuTrus Inc. This design prepared from computer input by 111111011111111111111111111111111
PACIFIC LUMBER / JR Trans ID: 213698 7.3.1T(1L1 -E
LUMBER SPECIFICATIONS Q C TRUSS SPAN 32'- 0.0" IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) -
l' LOAD DURATION INCREASE = 1.15 T 1= 0 8 1= 2976 W 1= -294
SIZE SPECIE GRADE PANEL(S) ,' WAS SPACED 24.0" O.C. T 2= -3220 8 2= 2507 W 2= 419
TOP CHORDS: :' ® OF Nl,1, ® T 3= -2940 B 3= 2507 W 3= -735
2x 4 OF k188TR 1- 8 rr .� ,<<4 C), r LOADING T 4= -2073 B 4= 2976 W 4= 1006
BOTTOM CHORDS: , !d .j O' • LL( 25.0) +OL( 7.0) ON TOP CHORD = 32.0 PSF T 5= -2073 8 5= -735
2x 4 OF k1d8TR 1- 4 h Z r DL ON BOTTOM CHORD = 10.0 PSF E T 6= -2940 W 6= 419
WEBS: 1, i TOTAL LOAD = 42.0 PSF . t T 7= -3220 W 7= -294
2x 4 DF STAND 1- 7 . ,: 4 ( :.- ✓ Bl if T 8= 0
TC LATERAL SUPPORT <= 12 "OC. UON. "'1 ry''`"' AUG Y y LEFT = 1344 RIGHT = 1344
BC LATERAL SUPPORT <= 12 "OC. UON. q 17778 / LUU�
OVERHANGS: 12.0" 12.0" 4, r J��(�
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�" R . ( t I r�y a BEARING AREA REQUIRED (SQ. IN)
Reactions: 1408 1408 -• A ;• ( 1 ✓ l (t` fl(i t cw, BRG @ 0'- 0.0" 2.15 DF / 3.32 HF / 3.16 SPF
1 /O MUMMY/ ."-# BRG @ 32' - 0.0" 2.15 DF / 3.32 HF / 3.16 SPF
/ City of Tigard ye, V tV Design conforms to main windforce- resisting
L EXPIRES 6/10/09
«ve• Plans system and components and cladding criteria. Wind: 110 mph, h =15ft, TCDL= 4.2,BCDL =6.0, ASCE 7 -02,
a r
171(57 Enclosed, Cat.2, Exp.B, MWFRS,
Date interior zone, load duration factor =1.33
"BO p 2c.._ ,- 7 -0a.7...6=. 1 (
Max Calculated Uplift: Left = -209 Right = -209
16 -00 -00 16 -00 -00
12 C -4x6 12
4.00 4 0 „ - ']4.00
C- 2.5x4.3 3 0 „ C- 2,5x4.3 OFFICE COPY
C- 2.5x3.4 C 2,5x3.4
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C -5x5.1 C- 2.5x4.3 0'25 C- 2.5x4.3 C -5x5.1
C- 5x7.7(S)
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1 -00 -00 32 -00 -00 1 -00 -00
Scale: 1/4" ��O PROP4-
J08 NAME: 8038 ROOF LIFE OF OREGON - B \ �' 1N S O
O
WARNINGS: General Notes, unless otherwise noted: (V 4 F F.p
1. Read all General Notes and Warnings before construction of trusses. 1 Design to support loads as shown.
2. Builder and erection contractor should be advised of all General Notes and 2 Design assumes the top and bottom chords to be laterally braced at , -
FILE NO .: B Warnings before construction commences. 2' - 0' o.c. and at 10' - 0" o.c respectively unless braced throughout their ' %
3. 2s4 compression web bracing must be installed where shown +, length by continuous sheathing. I C �ji% ....'
3. 2x impact bridging or lateral bracing required where shown + + _ 4. All lateral force resisting elements such as temporary and permanent bracing, 4 Installation of truss is the responsibility of the respective contractor. • OREGON m
DATE : 8/16/2007 must be designed and provided by designer of complete structure. 5. Design assumes trusses are to be used in a non - corrosive environment, C C5 J
CompuTrus assumes no responsibility for such bracing. and are for "dry condition" of use.
5. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if - O gE R C di
DES. BY: MJ fasteners are complete, and at no time should any loads greater than design necessary. �T P Q�
loads be applied to any component. 7. Design assumes adequate drainage is provided.
6. CompuTrus has no control over and assumes no responsibility for the 8 . Plates shall be located on both faces of truss and placed so their center , /
R. C,
3571427 lines coincide with joint center lines. i5 fabrication, handling, shipment and installation of components. 9. Digits indicate size of plate in inches. /4 1P -
7. This design is furnished subject to the limitations on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix - - _
Cm
by or n CA in SCSI 1 -03 copies of which will be furnished "C", see I.C.B. . R.R. 4211. EXPIRES 12/31/07
by CompuTrus rrus upon request. The 11. dsC i Net est1 is indicated
ia i is us d the prefix a the /�
designator ator (1 (18) ) indicates es 18 ga. a. m matt erial is used others are ers are 2b ga.
STATE OF OREGON
11145 5W Tiedeman Ave_
Treard, OR 91223
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