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LIABILITY
U T he City of Tigard and its
t '
employees shall not be
responsible for discrepancies
which may appear herein.
io 1`2° i Ili
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4- This permit does not authorize the violation of any .
rights of holders of private easements. The ap-
plicant is urged to contact any such parties and
secure thier approval before commencing work.
CITY OF TIGARD
Approved ( )e
Address shall be posted Conditionally Approved
and visible from street. F wLas d t G In
( }:
PERMIT only NO .
See or Letter to: Follow ( ):
Att
Job Ad res :.rya ms p "f iii6sDe.
Job
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Approved plans dads 1
shall be on job site.
Ro1RD ' OFFICE COPY
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Roof Live: 25 g Account Canby Builders S i
P Oregon Truss TC Live: 25.00 psf Job: 506241CBS
o ORSOON P.O. Box 5787 TC Dead 7.00 psf Designer. Peggy Gleason -o i
I Salem OR 97344 -3787 BC Live 0.00 psi Checker
N i �� BC Dead: Inc 1 p5f Chec 06 -28-05 m
i �� Phone: 503 581 8787
TC Stress nc f 5.00 ti '
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FAX 503 399 8787 e c svess I nc 15.00
o Spacing: 2- 0- 0 oz.
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00/28 2005 11A! 9:25 FttX • • • Cali.; Ru11dcrn QJ0U. /0U4
ass Mire. Wean Type Upon v1 -H1 Left K Rig] t Olt BnllneedDg
506241CDS l - A _ __l. OH
TA 200000 3 1- 0- 0 1- 0- 0 TO506266G
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P.1.1, PCDTMP 108 I.CC 1120
3(411.0.001'• I'
eebbin• &61o•,rtn0. I "e. /0011o• Plu•" •PPAOX. TALC/ 14e1QT. 107.11 LLB
Web. - - -- Mind Loads - ANSI / ABCS 740$
I -D 0.26 636 C Trues is designed so a Maio
Online Plus -- Version 17.7.012 0 - 0.26 156 T Mad-Pores Resistance Bystem. •
RUM LUTE. 24-SUM-06 n -r 0.28 636 c Hied opoedt OS mph
Neon Roof heights 15 -0
COL - Oise - - - -- Lumber - - -- LL Doti - 0.15" in A - D L/199 Slpaeura category, C
TC 0.33 2x 4 Mr -513 Ti. 0891 - 0.35" in A -D L/666 Oooupanay Factor , 1.00
aC 0.62 2s 6 Nr-010 Shear // Oreln in A .N 0.27 Sanding Type, 3noieaed
NO 0.21 2s 4 98TH Lens location, Nxtorior
Plates for each ply *soh facie. TC Dead Load , 4.0 p8f
Brave truism so foliose, 0o8FOP.XS TO VRC AHD roc. BC Dead Load , 6.0 pre
O.C. Trot To PLATS VALUIP 81600 ON Da■ comp. force 2191 Lbe .
TC Cont. 0- 0- 0 20- 0- 0 NOR 691, FOP AOBLINO Quality Control rector 1.25
BC Cont. 0- 0- 0 20- 0- 0 .MNOINBLLIMO, INC. ,
Pluto - LOCK 20 Oa, Oros. Ares' FABRICATOR maws, 7
Loading Live Dead (pet) Plata • AS5 20 Oe, Oross Area 1. If overhangs are specified.
TC 25.0 7.0 Plate - ROB 70 Ow. Oroee Area thin design may be built
BC 0.0 10.0% at Type Pit lase K T 081 with or without overhangs.
Total 29.0 17.0 42.0 A LOCK 3.01 3.0 Ctr Ctr 0.18
00001210 24.0' R LOCK 1.3x 4.0 ctr Ctr 0.90
Lobar Duration /actor 1.15 0 LOCK 4.01 6.0 Ctr Ct. 0.17
Plata Duration g.OtOr 1.18 r LOCK 2.8x 0.0 Ctr Ctr 0.80
TC Tbel.15 70.1.10 r1.l.lo C LOCK 3.0x 8.0 Cl. Ctr 0.16
BC 3b1.1.30 yo.1.10 Ft.1.10 D LOCK 3.0x 6.0 Ctr CL. 0.66
Plus 4 Wind Load C...Ow) •
Plus 1 UIC LL Load Cassis) A11VI2902D BY,
Robbing Engineering, Inc.
JL Resat Up1ft Pisa Reid PO Dot 200065 •
fee LDe In -Ca In -Ott lamps, r9. 37612 -
b 103 140 3- 1 1- 1
. Na . 35 AURA TO P000I126 8110. 08ME2AL 7n'' nra: Pones A. Abed
C 908 140 3- 1 1- 8 190780 A103 OY M 160oLe N s / 4 31o031, Tgpi,IL30613
Me • -34 ADOLTIOMAL OPBCIFICATIONI. •_�,
Ma,ubr COI P Lbs Asti- CBI -8nd M0T85, 'r
Top Chords Trusses Manufactured bye 6 .1 i• ••.,. 4
A - M 0.32 2391 C 0.08 0.26 Oregon Truce
1 - 0.20 1770 C 0.19 0.01 Analysis Conform. rot
P - 0.20 1770 C 0.11 0.01 AN5I /TP1 P5 & 02 � MI
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I -C 0.72 2791 C 0.06 0.36 as Loading . eVi ' '..o.
Bottom Chords Oof11t psi 2.0 j j �? r.. A I' '
• A -D 0.62 2221 7 0.12 0.30 Denial chacL.d for 10 par nnn- 7 +4 . p
D -C 0.42 2320 T 0.32 0 .10 concurrent LL on BC. ~'
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