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POLE SIGN ?, ,�, I • • - - . 1 2� p
: AMERICAS: POL SIG :; *$0L2Ll /� t i t W
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_ AMERICA'S TIRE #ORP 01 N
11462 SW PACIFIC HWY
TIGARD OR FILE NAME ORP 01 N SITE PLAN.CDR
x DATE
CUSTOMER AMERICA'S TIRE APPROVED BY
BOOTZ o DUKE S SALESMAN JEFF BOOTZ THIS CUSTOM DESIGN SUBMITTED FOR YOUR PERSONAL USE
DESIGNER IS THE EXCLUSIVE PROPERTY OF BOOTZ & DUKE SIGN CO. OF
PHOENIX, ARIZONA. IT MAY NOT BE REPRODUCED, COPIED, OR
4028 W. WHITTON PHOENIX, AZ. 85019 DATE 12 - 26 - 07
l SCALE N/A EXHIBITED IN ANY FASHION TO ANYONE OUTSIDE OF YOUR
602- 272.9356 FAX 602-272-8528 , AUTHORIZED D OFFICIAL OF BOOTZ DUKE SIGN CO. PERMISSION OF AN OFFICE COPY
S r
12'_0" 26"
AMERICA'S
•
22 1/4"
I I
6' -0" 41/2"
TIRE
22 1/4"
•
•
americastire.com 5" "m"
P i II
8" STD. PIPE ► .
(OR AS REQ'D)
20' - 0"
ONE D/F INTERNALLY ILLUMINATED POLE SIGN
.063 ALUMINUM CABINET
DOUBLE ALUMINUM ANGLE FRAME AS REQ'D
.177 WHITE LEXAN FACES WITH HANGING BAR TT-
•
#33 RED TRANSLUCENT VINYL COPY - 1ST SURFACE
PAINT CABINET & POLE GLOSS WHITE
12 - F72T12CWHO FLUORESCENT LAMP
INTERNAL ILLUMINATION
120 VOLT
9.2 AMPS
t
•
-, -
30" DIAM. X 8' DEEP
FOOTING d `� M
(OR AS REQ'D) c
m
n
AMERICA'S TIRE #ORP 01 N
11462 SW PACIFIC HWY
TIGARD, OR FILENAME ORP 01N POLE SIGN.CDR
X DATE
CUSTOMER AMERICA'S TIRE APPROVED BY
BOOTZ & DUKE SALESMAN JEFF BOOTZ THIS CUSTOM DESIGN SUBMITTED FOR YOUR PERSONAL USE
DESIGNER IS THE EXCLUSIVE PROPERTY OF BOOTZ & DUKE SIGN CO. OF
PHOENIX, ARIZONA. IT MAY NOT BE REPRODUCED, COPIED, OR
4028 W. WHITTON PHOENIX, AZ. 88019 DATE 12 -28-07 SCALE 3/8" = 1' - 0" EXHIBITED IN ANY FASHION TO ANYONE OUTSIDE OF YOUR
272.9358 FAX 272.4808
I ORGANIZATION WITHOUT THE WRITTEN PERMISSION OF AN
AUTHORIZED OFFICIAL OF BOOTZ & DUKE SIGN CO.
•
[al' p ( �RI \, P� cz-:
U 1. �
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3 12 2008
on h �� � � .
r rmNr oW SION
Pole Sign Attachment Detail
Extruded aluminum cabinet frame
2" sq. Aluminum tube
2" x 2" steel angle
welded top & bottom to pipe (TYP)
1/2" steel bolts (TYP)
Steel pipe
. . . .
�z ' ABHT
. . F . r: 7 c Li: t v c STRUCTURAL ENGINEERS
1640 NW Johnson St.
ZUUB P OR 97209
•
i i i Tel 503.243.6682
Fax 503.243.6622
Februar 120b8�' i
A� www.abht - structural.com
BUILDING DIVISION
Mr. Geoff Brayman
ES&A SIGN AND AWNING
89975 Prairie Road
Eugene, Oregon 97402
RE: America's Tire Sign
Dear Geoff,
Please see the attached calculation sheets 1 through 5 dated January 30, 2008, which verify the
adequacy of the America's Tire Sign to be located at 11462 SW Pacific Highway in Tigard, OR
and as shown on the attached details P1 and D2 dated January 30, 2008.
Please call if you have any questions or require further information.
Sincerely,
" P ., 4 1 . <- 4/ziaTrYt---
Randall S. Toma, P.E., S.E.
Principal
[k: \projects\2007 \12208 \ca Icletter. doc]
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PROJECT NOTES:
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER
IF DISCREPANCIES EXIST.
2. ALL SCHEDULE 40 PIPE MEMBERS TO BE ASTM A53 GRADE B (MIN. Fy =35 KSI).
3. SIGN MANUFACTURER TO VERIFY ALL SIGN DIMENSIONS.
4. ALL STEEL WELDS TO CONFORM TO AWS CODES FOR BUILDING CONSTRUCTION AND UTILIZE
E70XX ELECTRODES.
5. PROVIDE SEPARATION BARRIER BETWEEN ALL DISSIMILAR MATERIALS.
6. ALL EXPOSED STEEL MEMBERS /ELEMENTS SHALL BE ADEQUATELY PROTECTED
FROM CORROSION.
PROP 8
t. Nee 6 4
253 "•
,
OREGON
9 r 9
4 "0A« s ` %4 PROJECT NOTES
I EXPIRES 6- 30- 08 I
AMERICA'S TIRE SIGN ES &A A B H T PROJECT #1:2508 DETAIL #:
SIGN & AWNING 1640 N JOHNSON
11462 SW PACIFIC HWY 16 NW OH STREET REV. P 1
PORTLAND, OR 97209
TIGARD, OREGON 89975 PRAIRIE RD. Tel 503.243.6682
EUGENE, OREGON 97402 Fax 503.243.6622
www.abht- structurat.corn SCALE: NTS DATE: 01.30.08
•
1 2'-0"
APPROX. SIGN
CABINET, REF. MRF.
DRAWINGS
•
•
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° a
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L. J
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NOTE:
REF. PROJECT NOTES ON ID
SHEET P1. co o
N
•
TOP OF GRADE
W4 A et
� � j 25 Nex, /� / FOR FOOT FOOTING
INFORMATOIN
7i � i L1
OREGON
< <� s °P CONCRETE CAISSON
I EXPIRES 6 -30 -08 I FOUNDATION DETAIL
AMERICA'S TIRE SIGN ES &A A B H T PROJECT 1:2508
DETAIL #:
• V " °'
SIGN & AWNING ET
1640 NW JOHNSON STREET D 1
11462 SW PACIFIC HWY. 89975 PRAIRIE RD. PORTLAND, OR97209 REV.
TIGARD, OREGON Tel5o3.243.6682
EUGENE, OREGON 97402 Fax 503.243.6622
www.abht structural.com SCALE: 3/16 " =1' -0" DATE: 01.30.08
•
8 "0 SCH. 40 PIPE
I I
I I
I I
I I
I f
_. TOP OF GRADE
\/ \ \ / \ \ / / \ \ / / \ \ / / \ \/ \ \ \ ! \ \ /-W \ \ \ \ / \ \/
f?
30 "0 CONC. CAISSON a
w/ (8)#5 LONG. BARS
2
(6) #4 TIES O
PLACED AS SHOWN If t
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tb�Di Pb \
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BASE PL 1/2" BY . is &
10" IN DIAMETER
:I l I- iii - iii -iii -1 1 l- iii -1 11 l- M n \ \
-11 1 -111 -1 11 -11 1- III - III - III -1 I I
=! NOTE:
\ �RE,O PROPS 1. CONCRETE STRENGTH TO BE MIN. fc =2500 PSI.
� \ 1 Ne
k, 53 r 2. ALL REINF. STEEL TO BE ASTM A615 GRADE 60.
i
3. REF. PROJECT NOTES ON SHEET P1.
OREGON
, p 9NO 4 l 9 5 `�" CONCRETE CAISSON I.
EXPIRES 6 -30 - 08 FOUNDATION DETAIL
AMERICA'S TIRE SIGN ES &A A B H T PROJECT #1:2508 DETAIL #:
AAAAA 111801
SIGN & AWNING ON
1640 NW JOHNSON STREET REV. D2
11462 SW PACIFIC HWY.
89975 PRAIRIE RD. PORTLAND, OR 97209
- TIGARD, OREGON Tel 503.243.6682
EUGENE, OREGON 97402 Fax 503.243.6622
www.abht sbuctural.com SCALE: 1"=1'-0" DATE: 01.30.08
•
Job No.
Project "526 c ••••.. 4 .
MO; 4
Client I Location 124i.te'b
Designed by kE,, Date of
Page
• '04 / STRUCTURAL ENGINEERS
Sheet description .
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CFI izuARD
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15UILDING DIVISION
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69 ) 1G psC 110
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Loads BLC ������—_--
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ABHT Structural Engineers February 1, 2008
Andrea 12:09 PM
Pole Design po|ouemgn.mu
ABHT Structural Engineers , 0.1Q J--
Materials (General) .
. Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress
Jksi) (ksi)_ Ratio (per 10 ^5 F) (k/ft ^3J (ksi)
STL 29000 11154 .3 .65 i .49 35
Sections
Section Database Material Area SA SA I (90,270) I (0,180)
Label Shape Label J 2 A0180j (90,270) (in ^4) (in ^4)
SEC1 PIPE_8.0 STL — 8.399 1.2 ( 1.2 72.489 72.489 ]
Joint Coordinates
Joint Label X Coordinate Y Coordinate, Joint Temperature
(ft) (ft) ( J
N1 0 0 _ 0
N2 0 20 0
Boundary Conditions
Joint Label X Translation Y Translation Rotation
(k /in) (kiln) (k- ft/rad)
N1 Reaction Reaction I Reaction 1
Member Data
Shape / Material Phys End Releases End Offsets Inactive
Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length
degreesi Set TOM AVM AVM (in) in ft
M 1 Ni N2 SEC1 I STL I Y I I I 20
Basic Load Case Data
BLC No. Basic Load Case Category Category Gravity Load Type Totals
Description_ Code Description X Y Joint Point Direct Dist.
1 1 L wind load None L___ I 2
Member Direct Distributed Loads, Cateaory : None, BLC 1 : wind load
Member Label Direction Start Magnitude End Magnitude Start Location End Location
(k /ft, F) (k /ft, F) (ft or %) (ft or %)
M1 X .011 .011 0 14
M1 X .185 .185 14 20
Load Combinations
Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor
1 I • total load I 1 1 1
I
Reactions, By Combination
LC Joint Label X Force Y Force Moment
11 I N1 I -1 .264 I (k) 0 I 19.948
1 Totals: -1.264 0
1 COG (ft): NC NC
Joint Displacements, By Combination
LC Joint Label X Translation Y Translation Rotation
HH N - -- (in) OD/. - -- ( radians)
• N2 1.965 0 - 1.145e -2
RISA -2D Basic Version 5.5 [K: \Projects\2008 \12508 \pole design.r2d] Page 1
. ABHT Structural Engineers .S
Member Section Forces, By Combination
. . LC Member Label Section Axial Shear Moment
( k ) (k) -- -- - - -.(k _ft)._
1 M1 1 0 1.264 19.948
— - -- � 2 0 1.209 13.765
3 0 - 1.154 7.858 .
1 4 0 I .925 I 2.312
_ 5 0 0 - 0 .
Member Stresses, By Combination
LC Member Label Section Axial Shear Bending top Bending bot
(ksi) (ksi) (ksi) (ksi)__
1 M1 1 0 .181 - 14.241 14.241
-- - - --- - - - - --
2 - - - - 0 - - - - - -- .173 - - - � -9.827 - - - - -- 9.827
3 0 .165 I -5.61 5.61
- - - - - - -- - - - 0 .132 - 1 — - 1.651 - -- - 1.651
5 0 0 0 0
Member Deflections, By Combination
LC Member Label Section x- Translation y- Translation (n) Uy Ratio
1 M1 1 ( 0 ) ( 0 ) NC
2 0 -.184 1301.654
3 0 -.652 368.034
4 0 -1.282 187236
-1 5 0 -1.965 122.112
Member AISC ASD 9th Code Checks, By Combination
LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. - Message
(ft) (ft)
1 M1 .61 .013 0 7 H1 -2
Member AISC ASD 9th Code Details, By Combination
LC Member Label Fa Ft . Fb . Cb . Cm
(ksi) ksi (ksi)
1 M1 4.869 I 21 I 23.1 I 1 I .85
•
Steel Design / NDS Parameters
Member Section Length Lb out Lb in L_comp Cb Sway
Label Set le out le in le bend K out K in CH Cm B out in R
M1 SEC1 I 20 I (ft) I (ft) at) 1. I 1. I 0.
•
RISA -2D Basic Version 5.5 [K: \Projects\2008 \12508 \pole design.r2d) Page 2
I
AB H 1 No.: w � / �� STRUCTURAL ENGINEERS Sheet � 0 7''�
• Project: America's Tire Sign _ Engineer: ALB • I/
Project No.: 12508 File: Laterally loaded post foundation.mcd
Client: ES &A Date:
Subject: Rev.:
0 —
Laterally loaded post foundation:
dguess 8 . 0 " ft (12 ft is maximum)
b:= 2.5.ft
h:= (15.9)•ft
P := 1.26kips P. h = 20 ft • kips
400 • psf (150pcf *1.33 increase for wind increase *2.0 for displacement increase)
Pall_lat ft
dguess
S1 Pall_lat• 3 S1 = 800 psf
S3 PaiI_Iat• dguess S3 = 2400 psf
2.34.P
A := A = 1.474ft
S1•b
A I 4.36•h
dnonconstrained 2 • 1 + V I 1 + A dnonconstrained = 5.8ft
P h
dconstrained 4.25' 53•b
dconstrained = 3.8 ft
1