Plans 1
OFFICE COPY
Final inspection approval is
required prior to occupancy.
Approved plans
shall be on job site.
ev)1 1 (- - w 6 lit LIABILITY
The City of Tigard and its
employees shall not be
responsible for discrepancies
which may appear herein.
ro
This permit does not authorize the violation of any
I v rights of holders of private easements. The ap-
plicant is urged to contact any such parties and
secure tiller approval before commencing work.
CITY TIGARD
Approved
Conditionally Approved �:
�--� For only the work as escribed OF in:
PERMIT NO. � � '�r9ni — 0002 a
See Letter to: Follow ):
Attach
1
Job Address: ('')1•A* ��,Q
B -4 Dat ' 11 U�
IIIIIIIIIIIIIII CompuTrus Inc. This design prepared from computer input by IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
JOHN P-DIDDY WEBBER III Trans ID: 180020 7.3.0T(1L1 -E
LUMBER SPECIFICATIONS TRUSS SPAN 24'- 0.4' I , IBC 2003 SINGLE MEMBER FORCES 4WR(GDF)
SIZE SPECIE GRADE PANEL(S) LOAD DURATION ACED I 24.O AS O.C. 1 15 1 T 2= -3556 8 2= 3343 W 2= -947
TOP CHORDS: T 3= -2535 B 3= 3343 W 3= 1271
2x 4 DF #1&BTR 1- 6 LOADING T 4= -2535 B 4= 3342 W 4= -947
2x 4 DF
BOTTOM 1 4 ON
LL( 25.0) +DLDL 7.0) BOTTOM CHORD = 10.0 PSF' ��� 1 2001 T 6 -3557 W 5= 36
6= 0
WEBS: TOTAL LOAD = 42.0 PSF'
2x 4 DF STAND 1- 5 '5 PSF REDUCTION TAKEN ON
BOTTOM CHORD, AXIAL STRESS ONLY. ,� s LEFT = 889 RIGHT = 889
TC LATERAL SUPPORT <= 12'0C. UON. �� �.� "i° ""
BC LATERAL SUPPORT <= 12'OC. UON. ,! 1` T1�f �' s �`@ 0 - B BEARING AREA2RDEFUI 2.20 HF
IN) 2.09 SPF
OVERHANGS: 24.0' 24.0' 9 BRG @ 24'- 0.4' 1.42 DF / 2.20 HF / 2.09 SPF
Reactions: 1017 1017
MAX LL DEFL = - 0.357" (L/776) @ 12'- 0.2' L/240 = 1.156'
MAX TL DEFL = - 0.529' (L/524) @ 12'- 0.2' L /180 = 1.541'
MAX HORIZ. LL DEFL = 0.183' @ 23'- 6.9'
MAX HORIZ. TL DEFL = 0.271' @ 23'- 6.9'
Wind: 110 mph, h =l5ft, TCDL= 4.2,BCDL =3.0, ASCE 7-02, •
Enclosed, Cat.2, Exp.B, MWFRS,
interior zone, load duration factor =1.33
12 -00 -03 12 -00 -03 Max Calculated Uplift: Left = -273 Right = -273
,,
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J., y y y y EXPIRES ....12/31107
2 -00 -00 12 -00 -03 12 -00 -03 2 -00 -00
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24 -00 -06 � o f *Ask- �° .
Scale: 1 /a' C ' *O • r*
JOB NAME: 8934 R OHICO - Al en `'. -Z r
WARNINGS: General Notes, unless otherwise noted: i / ';:
1. Read ell General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. .� d'''(.
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 '. f- •i: "
FILE NO.: Al Warnings before construction commences- 2'-0 o.c. and at 10' -0" o.c. respectively unless braced throughout their
3. 214 compression web bracing must be Installed when shown +. length by continuous sheathing. e 17778
1. All latent force misting elements such as temporary and permanent bracing, 3. 2X e rm latlon of fruss Is the pact bridgging or lateral braco responsibility ryQuired whey of the respective contractor.
haven + + 4; p
DATE: 12/27/2006 must be designed and Provided by design., of complete structure. 4 5. . Design assumes trusses are re �, K►�
to be used in a non - corrosive environment,
CompuTrus assumes no responsibility for such bracing. and are for "dry condition' of use. ° . I Aa t .
S. No load should be epps.d to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge If I. ; .... . •
I DES . BY: LJ fasteners are complete, end et no time should any loads greater than design necessary. �A /
ti loads be spoiled to any component. 7. Design assumes adequate drainage is provided.
8. Plates shall be located on both faces of truss, and placed so their center
�.. 6. CompuTrus has no control over and sesum ) oint center lines.
�EQ .: 3203034 fabrication, handling, shipment and Installation of components. 9. Digits indicate size of plate in inches. f EXPIRES 6/30/07
7. This design is furnished subject to the limitations on truss designs sat forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix
by TPI in Hie -01 or TPVWTCA In eCSI 1 .03 copies of which will be furnished C ", see I.C.B.D. R.R. 4211.
•S by CompuTrus upon request. 11. The Compu s Net Section Plate is indicated b y t refi
he x "CN' the