Plans VALIDITY-OF PERMIT
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION RECEIVED
DOCUMENTS AND OTHER
DATA-SHALL NOT PREVENT •
JAN 1 3 2020
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION CITY , = i lGHRD
OF ERRORS. ORSC 105.4 PLANNING%I=NGJNEERING
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LIABILITY OFFICE COPY
The City of Tigard and its .
employees shall not be
responsible for discrepancies ,
.4b,which may appear herein. , ..
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BeamChek v2007 licensed to:J.E. Krause Architect P.C. Reg#7992-66341
JPD
Date: 12/18/19
Selection (3) 1-3/4x 5-1/2 2.0E Boise Versa-Lam 2800 Lu =0.0 Ft
Conditions NDS 2001
Min Bearing Area R1=2.2 in2 R2=2.2 in2 (1.5) DL Defl= 0.39 in
Data Beam Span 8.0 ft
Beam Wt per ft 7.42# Reaction 1 TL 1630# Reaction 2 TL 1630#
Bm Wt Included 59# Maximum V 1630#
Max Moment 3259'# Max V(Reduced) 1443#
TL Max Defl L/180 TL Actual Defl L/249
Attributes Section (in3) Shear(in2) TL Defl (in)
Actual 26.47 28.88 0.39
Critical 12.81 7.59 0.53
Status OK OK OK
Ratio 48% 26% 72%
Fb(psi) Fv(psi) E (psi x mil) Fc i(psi)
Values Reference Values 2800 285 2.0 750
Adjusted Values 3054 285 2.0 750
Adjustments CF Size Factor 1.091
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads Uniform TL: 400 =A
Uniform Load A
0
R1 = 1630 R2= 1630
SPAN=8 FT
Uniform and partial uniform loads are lbs per lineal ft.
" ARCH 80 "
15-7 h, COMPOSITION SHINGLE
(� 51 01 (RO\ING ON 15"FELT
1/2" CDX EXT. PLYVE,
SHTG. (32/16)ON 2X"
#� / RAFTERS * 24" O.C.
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SCALE: 3/4" = 1'-0" 1