SGN2014-00048 y „ CITY OF TIGARD SIGN PERMIT
Permit#: SGN2014-00048
COMMUNITY DEVELOPMENT Date Issued: 05/08/2014
TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 1S135DD01000
Jurisdiction: Tigard
Name of Business: Wells Fargo
Business Address: 11760 SW HALL BLVD
Applicant/Agent: Storm, Reid
Work Description: Install new freestanding sign-remove existing sign in same location.
Permanent: Yes Freestanding: Yes Freeway: No
Temporary: Wall: No Electronic: Yes
Billboard: No Balloon: No
Banner: No A-Board: No
Sign Dimensions: 7.1'x 9.2' 6"x 4.8'
Total Sign Area: 68
Wall Area:
Wall Face(Direction):
Sign Height: 20 ft.
Projection From Wall: in.
Illumination: Internal
Materials: aluminum/plastic
Electrical Permit Required: Yes
Building Permit Required: Yes
Total Permit Fee: $178.00
Conditions:
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and
all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within
90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon
sign shall expire 10 days from validity date.
Approved By: I
Permittee Signature: i ,
i
RECEIVED
City of Tigard APR 2 4 2014
1
Sign Permit Application PLAN CITY OF TIGARD
NING/ENGINEERING
TIGARD
GENERAL INFORMATION 01—
Name of Development/Project u0e.1s Facto FOR STAFF USE ONLY
Site
Address/ Street Address Permit No.: 5GMA 0 I'f - 000 q is
Location 117(00 61.03 1441\ BAN)I Approved By: C • C owti'■�
Suite/Bldg.# - City/State Zip 5 b— 1 I
Tigat 3., Of, 9l Z Z 3 Date: - `f•
Name Fee: 1 113 • 00
Property Dells Fa cs0 Receipt#: t 95940 g
Owner Mailing Address >_.,e Map/TL#: IS 13S DO - 0 10 0 0
Pp BOX Z loOq Zoning. M k4. - C S D
City/State Zr Ph, co,.
C 1s G Allowable Total Area: 7 Pee u-
Tenant or Name
Business 1.0e1M5 Forgo Electrical Permit Required? Cig Yes ❑ No
Name Building Permit Required? CZ Yes ❑ No
UctIC,4u.A) A S15n Rev.10/21/2013
Sign U I:\CURPLN\Masters\Land Use Applications\Sign Permit.doc
Contractor Mailing Address Suite
2400 NE Ae t.dres- SO
City/State Zip Phone 31,0
\kotCOu.V M t.,..9k ggiok 6c13 if 773 REQUIRED SUBMITTAL ELEMENTS
Oregon Const.Cont.Board License# Exp.Date
3 Cl 5 I ❑ Completed Application Form
Proposed g Permanent IN Freestanding ❑ Freeway ❑ 2 copies of elevations on 81/2"x 11"or 11"x 17"
Sign Temporary ❑ Roof ❑ Electronic pages (must be drawn to scale for freestanding sign)
apply) all than Wall ❑ other
1Y) ❑ 2 copies of site/plot plan,drawn to scale,on
MAY)
81/2"x 11"or 11"x 17"pages(required for
IA New sign? ❑ Alter to existing sign? freestanding signs only)
Sign Dimensions: 7•I , 9.Z i. "f X `tit o., ❑ Application Fee
Total Sign Area(sq.ft.): j° *I 60 NOTES:
Total Wall Area(sq.ft.)
Si • Applications will not be accepted without all required
Sign Data t SOO -—� submittal elements.
(Complete all Direction Wall Faces(circle one): • Wall sign elevations must include dimensions of sign
items in this and wall face and show the location of sign on the wall.
section) N S E ONE NW SE SW
Height to top of sign(feet): ap • Freestanding signs over 6 ft. in height and walls signs
/ of which any element weighs 20 lbs. or more require a
Projection From Wall(inches): /4 permit from the Building Division for construction. If
Materials: (NW c.. 4 Al we,*avyL, any element of a wall sign weighs 70 lbs. or more,
Will sign have illumination? ® Yes ❑ No plans must be prepared by a structural engineer.
Type: IN Internal ❑ External • When a Building permit is required, 2 additional
Are there any existing freestanding or wall signs at this location, copies of elevations and, if sign is freestanding,
including wall signs that overlap a tenant space? site/plot plan must be submitted with application.
❑ Yes ca No
If"yes",a list or diagram of all sign dimensions and square
footage must also be submitted. (OVER FOR SIGNATURES)
City of Tigard I 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2421 www.tigard-or.gov I Page 1 of 2
APPLICANTS:
To consider an application complete,you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the
front of this application in the"Required Submittal Elements"box.
NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work.
*When the owner and the applicant are different people,the applicant must be the purchaser of record,a lessee in possession with written
authorization from the owner,or an agent of the owner. The owner(s) must sign this application in the space below or submit a written
authorization with this application.*
BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT:
• If the application is granted, the applicant will exercise the rights granted in accordance with the terms and
subject to all the conditions and limitations of the approval.
• All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted
herewith, are true, and the applicants so acknowledge that any permit issued, based on this application, and
may be revoked if it is found that any such statements are false.
• The applicant has read the entire contents of the application, including the policies and criteria, and
understands the requirements for approving and denying the application.
I hereby acknowledge that I have read this application,that the information given is correct,that I am the
owner or authorized agent of the owner,and that plans submitted are in compliance with the City of Tigard.
SIGNATURES of each owner of the subject property are required.
2//241//4/
Ap• cant Signature Date
y/ 1/ lql
Si iature of Owner ent Date
e i cL cSt oC(11 Cotn-ti cca.c,-t'.oc 34a0 to?3 7 7 3
Owner/Agent's Name(Please Print) Title Phone Number
City of Tigard I 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2421 I www.tigard-or.gov I Page 2 of 2
Cheryl Caines
From: Eric Spears <ericspears @hiltondisplays.com>
Sent: Wednesday, May 07, 2014 1:30 PM
To: Cheryl Caines
Cc: reids @vansignco.com
Subject: Revised Art showing Square ftg of ATM - Tigard OR
Attachments: PagesFromWellsFargo-11760-SW-Hall Blvd-TigardOR.pdf
Cheryl,
Thank you for your time and assistance today.
I have included the single page from the permit package that shows the revisions and the addition of the sq ftg and
dimension information.
Please let me know if there is anything else that I can do.
Eric Spears
Project Manager
Hilton Displays
125 Hillside Dr.;Greenville,SC 29607
800-353-9132 office Ex 252
864-360-9478 cell
864-242-2204 fax
www.hiltondisplays.com
1
1
RECEIVED
MAY 0 2014
E01 Illuminated Pylon (P-65) (Qty 1) arYO rrGAR�
P�NNlNG�ENGINEE
Remove existing pylon sign and install new D/F illuminated pylon sign with a bleed face retainer system with RING
white flex material faces& 1st surface graphics.
Cabinet painted Matthews MP01126 Dark Red w/clearcoat, semi-gloss & Matthews MP66981 Yellow w/
clearcoat. semi-gloss.
y= - ?a 7�,�, -a t ymi, ,,,.4 .� :74 .� :.7' - r 1 WELLS
" �et ..��1 .... ;. FELLS ' .L.� • FARGO
�: y �co ;as,
1 •
—.:. -.' - :" ' ,� : �°� •�� Drive-Up 4
,r.1 _ I .
"441 1
before T
after 1 Restoration Area:;
9'-2.625"- I
WELLS . .
N
WELLS FARGO SQ FTG :65.49 , t``'
1EEGO "DRIVE-UP ATM"SQ FTG : 2.44 6 ms, s
TOTAL SQ FTG : 67.93 PER FACE
Sian Type Height Width Depth(sign) Cladding Width Overall Height* Sq.ft.
P-65 7-1 1/4" 9'-25/8" 1'-5" 2'-0" 20' 65 OF TIGARD
6" I Drive—Up ATM , ;,rn,,pri - ...
.,_ti":,. . uilyApproved. _. [ i
4'-10 1/2" a:. y the work as described in:
-EP`\.; TNO.. S61\3.)oi4-000 49..)
eE,.,etter to: Follow.._ --[ I
Attach w-------------•.[ ]
. .�. Address _117io0..-� Wwfiafl
Revisions: x
x x Date: 12-10-13 City/State:Tigard,OR
125 HILLSIDE DRIVE•GREENVILLE SC 29607 x x 192478
P 800 353 9132•F 864 242 2204 1 x Designer: CW PM:ES Address:11760 SW Hall Blvd Slte Name i. 7'4' OF TIGARD
www.hiltondisplays.com
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ne work as described in:
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Page 1 of 2
AjLEAWAY 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127
PROJECTMANAGER @SULLAWAYENG.COM
ENGINEERING PHONE: 1-858-312-5150 FAX: 1-858-777-3534
PROJECT: WELLS FARGO#192478 -11760 SW HALL BLVD.,TIGARD,OR DATE: 04/18/2014
PROJECT#: 5417A ENGINEER: FN
CLIENT: VANCOUVER SIGN GROUP PAGES:
of
9' 2$"
1/2°CAP t li
1/2" 3116 '
RING PLATE 4"ox0.237"
"t"=THICKNESS SCH.40 PIPE
\ � 3/16 .�I�
-' -5118 ' '
\ - ,
4 AT 90°-45°
_
BASE PLATE 112"x2° FROM SIGN FACE
"t"=THICKNESS
5116 '
1. D2 LU IMF 0
0 SPLICE DETAIL 0
NOTES: 2
1. THIS DETAIL MAY BE USED FOR PIPE 0
AND SQUARE TUBE SECTIONS. Iy 10"0X0.365"
2. FIELD WELD ARE NON-STRUCTURAL. _ f SCH.40 PIPE
SPECIAL INSPECTION NOT REQUIRED
3. L=1.5x01 OR 12",WHICHEVER IS Q
LARGEST 0 LC J 2'-0"
- %:".'
f. /
THICKNESS(t)
FOR Dt THRU 16°DIA.,USE t=1/T PL. N Zo
FOR 16"DIA.<D1<30"DIA.,USE t=3/4"PL.
FOR Dt>30"DIA.,USE t=1°PL.
/
84474PE < \
is .
4. OREGON ,
tk P ,
ygG'''6- 30 Z°� o.
Ft. F. S U`�" to -
APR 18 2014 • • r . I
GENERAL NOTES 1,2'-6"0,1,
1. DESIGN CODE:OSSC 2010(IBC 2009)
2. DESIGN LOADS:ASCE 7-05 ELEVATION
3. WIND VELOCITY 85 MPH EXPOSURE C
4. CONCRETE 2500 PSI MIN.
5. PIPE STEEL ASTM A53 GR.B,35 KSI
6. PROVIDE PROTECTION AGAINST DISSIMILAR METALS
7. BOLT STEEL ASTM A307
8. LATERAL SOIL BEARING PER IBC CLASS 4(150 PCF)
I
Page 2 of 2
$1J1L- 10815 Rancho Bernardo RD.,SD,CA 92127
1LJbY projectinanager@sullawayeng.com
E N G I N E E R I N G Phone:858-312-5150 Fax:858-777-3534
PROJECT: Wells Fargo(P65) Pylon DATE: 4/18/14
PROJ. NO.: P65-Pylon ENGINEER: FN
CLIENT: Vancouver Sign Group
V2.8 building code; IBC 2009 units;pounds,feet unless noted otherwise
Applied Wind Loads; from ASCE 7-05
F=qh*G'Cr"A. with qh=0.00256KZKnKdVI (ASCE 6.5.10 and 6.5.14)
Cf= 1.800 (ASCE Fig.6-20) max.height= 24.0
K:<= 1.0 (unless unusual landscape) 1= 1 for structural category II
K= from ASCE table 6-3 Exposure= c
Kd= 0.85 for signs
V= 85 mph
G= 0.85 (ASCE 6.5.8) weight= 1.033 kips
s/h= 0.296 MM.= 0.00 k-ft
B/s= 1.30
Pole structure height at pressure Wind
Loads component section c.g. KZ qh qh G'Cf Area shear Moment Mw
1 7.5 0.85 13.36 20.45 30.0 613 4600
2 15.45 0.856 13.46 20.59 1.8 37 573
3 16.4 0.866 13.61 20.83 6.0 125 2050
4 18.45 0.89 13.93 21.31 28.6 609 11239
5 22 0.92 14.43 22.07 36.9 814 17908
sums: 103.26 2199 36.37 (Mw) k-ft arm= 16.54
Pu= 1.24 kip M= 36.37 k-ft M=sgrt(MoL2+MW2)
Mu=sgrt(1.2MoL2+1.6Mw2)= 58.19 k-ft
Pole Design section; pipe
M„>d)M„ with M„=fZ f= 35 ksi 4i= 0.9
H M„(k-ft) Z req'd.(in) Size(in) t(in) Z
at grade 58.19 22.17 10 0.365 36.9
splice at 16.9 ft 8.15 3.1 4 0.237 4.1
Footing Design footprint: round
w= 1.3 (IBC 1605.3.2) IBC Table 1806.2,sections 1806.3.4, 1807.3.2
P= 2.86 kip S1 =Sxd/3 A=2.34 x P/(S1 x b) S= 400
S1= 1074 d=0.5xA(1+(1+4.36x h/A)A.5) IBC 1807.3.2.1
A= 2.49
footing: 2' - 6" dia.
8' - 1" deep