Plans ° OFFICE COPY
STRUCTURAL CALCULATIONS
FOR
THE MARTIN BUIDLING
9430 CORAL STREET
TIGARD, OREGON
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EXPIRES: 12 / 31 / I
CITY OF TIGARD
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+` Contents
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Contact Person: John E Nordling, PE Calculations Cl - C2
M . BERRY - NORDLING Project: MARTIN BUILDING - SIGN
® ENGINEERS, INC. Client: MEYER SIGN CO. Proj. No.: 04 -509
CIVIL- STRUCTURAL Date: JULY 2004 By JEN Sheet No COVER
3607 SW CORBETT AVE., PORTLAND OR, 97239.503-227-7783, FAX 503 - 227 -7784. bneng @e -z.net
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• EXPIRES: 12 / 31 / V
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r 0 BERRY - NORDLING Project: MARTIN BUILDING - SIGN
ENGINEERS, INC. Client: MEYER SIGN CO. Proj. No.: 04 -509
' Wii Ai. gig CIVIL - STRUCTURAL Date: JULY 2004 By: JEN Sheet No.: D 1
3607 SW CORBETT AVE., PORTLAND OR, 97239, 503- 227 -7783, FAX 503 -227 -7784. bneng @e -z.net
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BERRY — NORDLING Project: MARTIN BUILDING - SIGN
WIRE ENGINEERS, INC. Client: MEYER SIGN CO. Proj. No.: 04 -509
CIVIL- STRUCTURAL Date: JULY 2004 By: JEN Sheet No.: L
3607 SW CORBETT AVE., PORTLAND OR, 97239, 503- 227 -7783, FAX 503-227 -7784. bneng @e - z.net
, BE 60 R 7 R S Y `V NO ORBETT AVE INEERS,INC.
PORTLAND, OREGON 97201
Date; 07/21/04 Page;
DESIGN OF EMBEDDED POLE FOOTINGS
MARTIN BUILDING - SIGN
FTG
• DESIGN DATA
1 —
Allow Passive 175.0 psf
Max Passive 575.0 psf
Load Duration Factor 1.330
Point Load 450.0 #
Load Height 4.50 ft
Dist. Load 0.0 if
Start Height 0.00 ft
End Height 0.00 ft
Pole Type Rectangular
Width /Diameter 36.0 in
Surface Restraint ? Free
SUMMARY
Moments Surface... 1
Point Load 2025.0 ft -#
Uniform Load 0.0 ft -#
. Total Moment 2025.0 ft-#
Total Lateral Load 450.0#
NON- RESTRAINED RESULTS —
Min. Req'd Embedment
A(1 +(1 +4.36h /A) ".5)/2 li
A= 2.34P/(S 1 h) 2.93 ft /3 0 1" --
Press @ 1/3 Embed
Actual 2 .7 psf
Allowable 227.0 psf PO44 -1 1
RESTRAINED RESULTS —
Min. Req'd Embedment
•
(4.25 *Pth /S3 *b) ".5
Pressure @ Bottom
•
Actual
Allowable
Surface Restraint
Force
V4.4B2 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL -A
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SCALE: 3/4" = P
option #2 .1 fie -Ravin `J3uifdulg 4,A .001014/1
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MANUFACTURE AND INSTALL ONE
r ._ s , Certified PrWttAceorrtarts _ ...it 000• ..,....j..
(1) DOUBLE FACE INTERNALLY • '� °� BIIR
� ` rig° .
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ILLUMINATED MONUMENT TENANT SIGN, � ' `�` u ` = - / { � C�O 14,_ .........
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a
future tenant
.' 1111111 /
future tenant CLIENT:
rthe .Ma,din 93uiitafing
,,,, ,,•K <... 9430 CORAL STREET
., TIGARD OR
. DATE:
5/4/04
5-0" overall length DESIGNER:
> • , _ - MVU
DWG#
. MARTIN BUILDING SM 003 opt b
REVISIONS:
P A ,y added tenants to top
- � juivitini, _ 3 panels mw 6-16-04
•
W _ SCALE IS APPROXIMATE final tweeks on
0 tenant panels vinyl
._ .. mw 6-22 -04
a T BOGUMIL, HOLZGANG + COMPANY, P.C.
�
m
§. I Certified Public Accountants top i.d panel: T
NV script copy his drawing, including the
black aluminum face Incorporated design principles, is
0QO j1 A T j T j� p �j routed copy the property recur of Meyer Sign CO and
AL L 8J U K. GE K 1 back with white plex s to be returned when it's Intended
purpose • as been served, It ,s to
D EN N I 8 P CLARK, D. M. D. used purposes
so ey by the lent to whom itttwas
loaned, Furnishing this drawing
°i 1) tenant panels does not c c n v e y a r. y
to c 1 " black vinyl dividers
. 0 manufacturing r ghts. u c ite or any . Internally illuminated ratt ller & Inc. ine white lexan face
a` RETIREMENT PLAN SERVICES portion of it's co r Tents, may not be
m > ghling
6 o *as , t Y o balast lo required' disclosed to others, used or
published for any purpose, without
written permission from Meyer Sign
f uture tenant caber Co. In case suite or action brought to enforce any of these is
double aC@ terms, Meyer Sign Company shall
extruded t retainer to IptYT11r1tXT1 be entitled to reasonable attorney
1 system
future tenant `' ° � ` � "e"'° �� '`
PRODUCTION APPROVAL
I
. reveal:
1" block r block roved
reveal APPROVED •T:
c DATLt
< ' ti Pi('e brick a march brick bulking
moRCh bliClc d
CAM 15205 SW 74th Ave., Portland Or 97224
;. - - - phone: 503.620.8200
• : e fax: 503. 620.7074
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' -;'-'-?•, '-' e - ma il : saiestl�mey'er'signce.com
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