Specifications RECEIVED
MAR 18 2011
CITY OF TIGARD
`!?ILDING DIVISION
STRUCTURAL CALCULATIONS
FOR
OREGON BUSINESS PARK II
BUILDING F (PTR #220)
7233 SW KABLE LANE #900
PORTLAND, OR 97227
-- NUANCE STORAGE MEZZANINE --
LIVE LOAD CAPACITY = 125 psf
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V 0 0 i NEFR ✓ Day of Tigard
12,187 1 9 4 0 0 ov Plans
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OREGON •/
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NO
REVISION
EXPIRES: 12 / 31 /
OFFICE COPY
Contents
Detail A D1
Contact Person: John E Nordling, PE Calculations Cl - C3
NORDLING Proj. No.: 11 -049
NUANCE STORE
' STRUCTURAL MEZZANINE
ENGINEERS, LLC PAC TRUST
6775 SW 111th, Suite 200 • Beaverton 011 , 97008 Date: MAR 2011 By: JEN Sheet No.: COVER
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' STRUCTURAL NUANCE STORE
MEZZANINE
e ) . . ENGINEERS, LLC PAC TRUST I
6775 SW I l Ith, Suite 200 - Itr:rvcrun l)I 07008 Date: MAR 2011 13 >.: JEN SIo i N" 1_ i
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- NORDLING I'It)j. No : I 1 -049 1
STRUCTURAL . NUANCE STORE
MEILANI;VE
P S G ' ENGINEERS, LLC PAC TRUST
11775 SW 111th, Suite 200 • 'kayo OR, 97000 Date: MAR 2011 By .IEN �h('('I N . v I
Nordling Structural Engineers, LLC
6775 SW 111th #200
Beaverton, OR 97008
. , Date: 03116111 Page:
MULTI - SPAN TIMBER BEAM DESIGN
NUANCE STORAGE MEZZANINE
A -(TL) B -(TL)
GENERAL DATA - 1 - 3
All Spans Simple Support ?? : YES
Spans Length ft : 9.50 4.75
End Fixity: Pin:Pin Pin:Pin
Beam Width in : 1.500 3.500
Beam Depth in : 11.25 11.25
CALCULATED VALUES -OK- -0K-
F'b- Modified Allow. psi : 1035.0 990.0
fb - Actual. psi : 748.7 298.0
F'v- Modified Allow. psi : 180.0 180.0
fv (actual) 1.5 psi : 59.1 35.3
Moment @ Left k -in : 0.0 0.0
Moment @ Right k -in : 0.0 0.0
Max. Mom. @ Mid -Span k -in : 23.7 22.0
X -Dist ft :` 4.75 2.37
Shears: Left k : 0.83 1.54
Right k : -0.83 -1.54
Reaction @ Left DL k : 0.05 0.12
LL k : 0.78 1.42
Total k : 0.83 1.54
Reaction @ Right DL k : 0.05 0.12
LL k : 0.78 1.42
Total k : 0.83 1.54
Max. Defl. @ Mid Span in : -0.113 -0.011
X -Dist ft : 4.75 2.37
DESIGN DATA
Le: Unsupported Length ft : 0.00 0.00
Fb:Basic Allowable psi : 1035.0 990.0
Fv:Basic Allowable psi : 180.0 180.0
Elastic Modulus ksi : 1600 1600
Load Duration Factor 1.00 1.00
APPLIED LOADS
Use Live Load on This Span ? Yes Yes
Uniform DL plf : 10.0 50.0
LL plf : 165.0 600.0
QUERY VALUES
Location ft : 0.00 0.00
Shear N : 0.83 1.54
Moment k -in : 0.00 0.00
Deflection in : 0.000 0.000
•
C-
V4.4R7 (c) 19R3.95 ENERCALC Bruce W. Kenny, KW060914SL -A
bilrc. USGS
Earthquake Hazards Program
2005 ASCE 7 Standard
Lat: 45° 24' 29.03" N Ss and S1 = Mapped Spectral Acceleration Values
Long: 122 58.51" W 7233 SW Kable Ln, Portland, OR 97224
Ground Motion Ss 0.938 Si 0337
Occupancy Category II Braced Wood Structure
Site Class D R 3.3
Importance Factor 1.00
Height of Structure 15.0 ft
Structural Period T 0.152
Site Coefficients CI 0.020
Fa 1.12 x 0.75
FY 1.73
Cs SDs I / R 0.216
SMs Fa * Ss 1.055. Cs MAX Sns I / T R 0.783
SMl Fv * Si 0.582 CS MIN 0.044 SDs I 0.031
SDs (2J3) SMs 0.703 I V Cs * WP 0.216 WP
SDI (2/3) SMI 0388
ASD =V* 0.7 0.151 Wr>
Seismic Design Category .+�
SDC D CS !°
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__ NORDLING Pro;. No.: 11 -049
STRUCTURAL NUANCE STORE
MEZZANINE
,. Ak:30 1 ENGINEERS, LLC PAC TRUST
6775 SW 111th. Suite 200 Beaverton (112.97008 Date: MAR 2011 By: JEN Sheet No.: Cb
storage mezzanine for
C 4 Nuance
4' -10 IR' 4' l 3/4' 4' -10 1/4' 6 + to 4 X 12 PERIMETER OREGON BUSINESS PARK III
BLDG. F (PTR #220)
I II 7233 SW KABLE LANE #900
iimins ' � ■ � ■r� 1 1 PORTLAND, OR 97224
• I I I
r . I I I .
I I ' I I I REV.3 /16/11
IN . . . . . I I I I REMOVABLE GUARDRAIL
4x4POSTSW /2x4RAILS — \
. 1 s AND 2 x 6 CAP
u � I I I I I RECEIL I
MAR 18 2011 j ; . . . .
CITY OF T6e^A D N
■ ■ — \ ► ■ 11 BUILDING DIVISION
STL. BRACKET - LAG BOLT
TL. LADDER
REMOVABLE GUARDRAIL TO 4 x 8 W/ 4 -12" DIA. x
4" LAG BOLTS W/ WASHERS
5' -61/2' II 5'-61/2'
-I I— -I
PLYWOOD DECK
RELOC. OPENING ..... E AFF
AS REQ'D. FOR LADDER
gig J 4 X 8 CONT. -PAINT
(E) FULL HEIGHT WALL
CUT DOWN TO 9-11" +1-
TYP. EDGE DETAIL
1 " =1' -0"
ZED
SCALE: 1 /4" = 1' - 0"
A FOAL IUST PROPERTY