Plans ABIII
STRUCTURAL ENGINEERS
1640 NW Johnson St.
Portland, OR 97209
Tel 503.243.6682
Fax 503.243.6622
www.abht - structural.com
April 18, 2007
C
I
Mr. Chad Howard AUG 1 7 2 007
ES&A SIGN AND AWNING CIT
1210 Oakpatch Road B D , 1 1 &JA
J
RD
Eugene, Oregon 97402 ' . DP7Sj0
RE: Hall Corporate Center Sign
Dear Chad,
Please see the attached calculation sheets 1 through 6 dated April 18, 2007, which verify the
adequacy of the Hall Corporate Center Sign to be located at 11481 SW Hall Boulevard in
Tigard, OR and as shown on the attached detail D1 dated April 18, 2007.
Please call if you have any questions or require further information.
Sincerely,
Randall S. Toma, P.E., S.E.
Principal
[k: \p roj ects \2007\ 17107.02 \ca lc l ette r. d oc]
CITY OF TIGARD
Approved nONi+mu•r SIGN
Conditionally ( Approved dr ; 4 14,4- e
iv 4 For only the work as described in:
PERMIT NO. 1Sy� - tx ��13� v " P <0
See letter to: FolPow 1253
[ 1
Job Address: j _ .
Date: v im ` OREGON
rElsiTIRES: 06-3E1211
I
OFFICE COPY
r
,
4"0 SCH. 40 (ASTM A53
GRADE B) EMBEDDED IN
CONC. CAISSON
I I
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TOP OF GRADE
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\� ��� A /.\ A A4 � \\ %
24"0 CONC. CAISSON N
w/ (5)#4 LONG. BARS
M
\ 3" CLR, TYP.
1/8 N
N
BASE PL 1/2" BY 'to
12" IN DIAMETER g
\Le J g
III III III III III III III HI
\ \ \
NOTE:
1. CONCRETE STRENGTH TO BE MIN. fc =2500 PSI
l opirto r
QED PR�FF 2. PORTION OF STEEL PIPE EMBEDDED IN CONC.
N Ss TO BE FILLED WITH CONC. 1 -1/2 "0 HOLE MAY BE
� \ \G I Ne / PLACED IN PIPE FOR VENTING OR CONC.
PLACEMENT.
I' 4; 1
OREGON ,
y °° CONCRETE CAISSON
9 9 1 N-
9 -04 L L s �- FOUNDATION DETAIL
EXPIRES 6— 30— 08
HALL CORPORATE ES &A A B H T PROJECT #1:7107.02 DETAIL #:
CENTER SIGN SIGN & AWNING ` 640 NW JOHNSON STREET
PORTLAND, OR 97209 REV. D
11481 SW HALL BOULEVARD 1210 OAK PATCH RD. Tel 503.243.6682
EUGENE, OREGON 97402 Fax 503.243.6622
TIGARD, OREGON www.abht- structural.com SCALE: 1 " =1' -0" DATE: 4.18.07
2002 Lat/Lon Lookup Output! Page 1 of 4o
Mire u Gs
• science for a changing world
LOCATION 45.43769 Lat. - 122.76603 Long.
The interpolated Probabilistic ground motion values, in %g,
at the requested point are:
10 %PE in 50 yr 2 %PE in 50 yr
PGA 18.75 40.02
0.2 sec SA 44.22 94.71
1.0 sec SA 15.34 33.99
SEISMIC HAZARD: Hazard by Lat/Lon, 2002
Ira . ,1 4 11
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http:// eqint. cr. usgs .gov /eq- men/cgi- bin/find -11- 2002 - interp- 06.cgi 4/17/2007
Project �1 ` Job No.
Client Location � con l (O� /\ B H T
Designed by 2 , _( / Date �1 -/ 6 . Page 2 of (0 STRUCTURAL ENGINEERS
Sheet description (
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ABHT
STRUCTURAL ENGINEERS Sheet No.: 4 7?6
Project: Hall Corp. Center Sign Engineer: alb
Project No.: 17107.02 File: Laterally loaded post foundation.mcd
Client: ES &A Date:
Subject: Rev.:
Laterally loaded post foundation:
dguess 3.9.ft (12 ft is maximum)
b:= 2•ft
h := 4.5.ft
P:_ .770 kips P.h= 3.5 ft- kips
400. psf (150pcf *1.33 increase for wind /seismic *2 for displacement increase)
Pall_lat ft
dguess
S1-= Pall_lat• 3 S1 = 520 psf
S3 Pall_lat • dguess S3 = 1560 psf
2.34• P
A := A = 1.732 ft
S b
A I 4 hl
dnonconstrained 2 1 + 11 + A ) dnonconstrained = 3.9ft
P h
dconstrained 1 4.25• dconstrained = 2.2ft
�f S 3 . b
1
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T Y .904.0
2—• x I >1.0
e5,.e
.75.90
. 30.75
A e -so
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.085.
Loads: LC 1, wind load
Results for LC 1, wind load
ABHT Structural Engineers April 17, 2007
Drafter 2 1:22 PM
Sing Pole Design Sign Pole Design.r2d
A
�&
' BHT Structural Engineers
Materials (General)
Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress
' (ksi) ksi) Ratio (per 10^5 F) (k/ft ^3) (ksi)
STL 1 29000 11154 .3 .65 .49 46
Sections
Section Database Material Area SA SA I (90,270) I (0,180)
Label Shape Label in ^2 (0,180) (90,270) (in "4) (in ^4)
I SEC1 j PIPE 4.0 STL I 3.174 1.2 1.2 7.233 I 7.233
Joint Coordinates
Joint Label X Coordinate Y Coordinate Joint Temperature
( ft) TO (F)
N1 0 0 0
N2 0 9 0
Boundary Conditions
Joint Label X Translation Y Translation Rotation
(k/in) (k/in) (k- ft/rad)
N1 Reaction Reaction I Reaction
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
(degrees) Set TOM AVM AVM (in) (in) (ft)
M1 N1 N2 SEC1 STL Y 9
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 L wind None I 1
Member Direct Distributed Loads, Category : None, BLC 1 : wind
Member Label Direction Start Magnitude End Magnitude Start Location End Location
(k/ft, F) (k/ft, F) (ft or %) (ft or %)
M1 X 1 .085 .085 0 0
Load Combinations
Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor
1 wind load 1 1 1
Reactions, By Combination
LC Joint Label X Force Y Force Moment
1 1 I N1 I -.769 I (k) 0 3.459
1 Totals: -.769 0
1 COG (ft): NC NC
• Joint Displacements, By Combination
LC Joint Label X Translation Y Translation Rotation
(in) (in) (radians)
1 N1 0 0 0
1 N2 .578 0 -7.124e-3
RISA -2D Basic Version 5.5 [K: \Projects\2007 \17107.021Sign Pole Design.r2d] Page 1
ABHT Structural Engineers
Member Section Forces, By Combination
LC Member Label Section Axial Shear Moment
(k) (k) (k -ft)
1 M1 1 0 .769 3.459
2 0 .576 1.946
3 0 .384 .865
4 0 .192 .216
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 .291 - 12.912 12.912
2 0 .218 -7.263 7.263
3 0 .145 -3.228 3.228
4 0 .073 -.807 .807
5 1 0 0 0 0
Member Deflections, By Combination
LC Member Label Section x- Translation y- Translation (n) Uy Ratio
(in) (in)
1 M1 1 0 0 NC
2 0 -.061 1764.445
3 0 -.205 526.665
4 0 -.386 279.442
5 0 -.578 186.714
Member AISC ASD 9th Code Checks, By Combination
LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. . Message
(ft) (ft)
1 M1 .425 0 .016 I 0 H1 -2
Member AISC ASD 9th Code Details, By Combination
LC Member Label Fa Ft Fb Cb Cm
(ksi) (ksi) (ksi)
r ml 19.496 27.6 30.36 1 .85
•
RISA -2D Basic Version 5.5 [K: \Projects\2007 \17107.02 \Sign Pole Design.r2d] Page 2
Pole Sign Attachment Detail
Extruded aluminum cabinet frame
2" sq. Aluminum tube
2" x 2" steel angle
welded top & bottom to pipe (TYP) _
/2" steel bolts (TYP)
Steel pipe
`l
+ 1' 51/2"
C
POLE COVER
� , 2 2 2001 ILVER ALUMINUM END CAP:
r �U J v MOUNT ON END OF POLE COVER
• IOA T ' PAINT: MATHEWS SILVER METALLIC
BUILDING NAME
al = U i r rvlS�O OF S CABINET
1L10"
41 _ 6 „ 1 51/2" 1 -4"
TENANT AREA 5 "
OF SIGN CABINET H A 1 _ E 114H POLE COVER
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F • - SILVER
z / ALUMINUM END CAP:
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HALL CONPORRATE o
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LACK REVEAL
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11 I i I. Eli iii k, ,... 4 . „ . .
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c.r POLE COVER .
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3/8" = 1' -0"
MANUFACTURE AND INSTALL (1) DIF INTERNALLY ILLUMINATED MONUMENT SIGN
e CONSTRUCTION FABRICATED AWMINUM.
- — -4.-!-:_..---=f ,- --. _ •4•••'-: _ CABINET COLOR PAINT TO BLEND WITH BUILDING.
—. TOP FACES ALUMINUM WITH 3/4" PUSH THRU CLEAR ACRYLIC - APPLY PERORATED BLACK VINYL TO FACE OF COPY.
TWO COLORS AND A SILVER METALLIC STRIPE.
TENANT FACES WHITE LEXAN WITH BLACK REMOVABLE VINYL.
DIVER BARS 1 -1/2' ALUMINUM DIVIDER BARS BETWEEN TENANT PANELS.
ILLUMINATION 800MA HIGH OUTPUT FLUORESCENT LAMPS
INSTALLATION STEEL POLE MOUNT - DIRECT BURIAL IN CONCRETE FOOTING.
POLE COVER ALUMINUM WITH LIGHT TEXCOAT AT BOTTOM OF SIGN AND WRAPS AROUND SIDE OF SIGN CABINET.
END CA P DECORATIVE SILVER END CAP - SMOOTH FINISH - PAINT MATHEWS SILVER METALLIC
ARTWORK AS SHOWN.
ADDRESS NUMBERS 1/4" FCO ALUMINUM - BLACK - MOUNT ON END OF CABINET - STREET SIDE.
VERIFY: PLACEMENT, OBSTRUCTIONS, COLORS, & ARTWORK.
�� NEED COLOR NUMBERS OF THE TWO MAIN COLORS ON BUILDING.
S ` ( ` r' ' SEE VINYL AND PAINT SAMPLES FOR TRUE COLOR REPRESENTATION.
4 Graphic presentation only. Drawing Number: Revisions: Caution: Plagiarism is against the law. Such prohibited forms of conveying this information
Please see your representative Client Approval 5920- A- 00 -LS -CH The design concept, ideas and specifications shall include but are not limited to visual display, Ph. 541.485.5546
' r for actual color and material samples. 5920- A- 00- LS - CH1 Includes Colors, Spelling, Artwork 3/20/07 LS contained herein are the intellectual and original or photocopy, facsimile transmission and Fax. 541.485.5813
REDUCE SIGN TO 42 SQUARE FEET copyrighted property of ES &A Sign & Awning e-mail transmission.
Presentation for: Co. for a project that has been custom designed, Violation of intellectual property and copyright Corporareoerrce:
Date of original drawing: DUE TO SIGN CODE. planned and submitted for your approval. protection shall have a penalty of $1,000 or the 1210 Oak Patch Rd. CO •
Please initial: t N G
HALL CORPORATE CENTER 2/20/07 5920- A- 00- LS -CH1 The concepts, ideas and specifications shall gross profit of the project had ES &A Sign and Eugene, Oregon 97402 gl GH B aw N 1 1 a -- -
7/23/07 LS not be conveyed, discussed, displayed, modified Awning Co. performed the work, whichever 1 o ° °ro
Please date: REDUCE SIGN TO 32 SQUARE FEET or plagiarized in any way, shape or form by any is the greater amount. cp °, °rtr °e
Sales: Design: company or individual not financially involved in www.esasigns.com
BB LS CHANGE CONFIGURATION DUE TO SIGN CODE. the proposed project. g