SGN2016-00101 CITY OF TIGARD PER
SIGN MIT
IPIIS Permit#: SGN2016
PER
COMMUNITY DEVELOPMENT -00101
Date Issued: 10/13/2016
T I c G A I.l) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 1S135AB01006
Jurisdiction: Tigard
Name of Business: Financial Enginers
Business Address: 10500 SW GREENBURG RD 200
Applicant/Agent: Holman,
Work Description: Wall sign, approximately 14.5 square feet(2'4"x 6'), placed on the east facing facade.
Sign will be lit internally.
Permanent: Yes Freestanding: No Freeway: No
Temporary: Wall: Yes Electronic: No
Billboard: No Balloon: No
Banner: No A-Board: No
Sign Dimensions: 2'4"x 6'
Total Sign Area: 14.4
Wall Area: 696
Wall Face(Direction): East
Sign Height: 9.5 ft.
Projection From Wall: 8 in.
Illumination: Internal
Materials: Aluminum
Electrical Permit Required: Yes
Building Permit Required: Yes
Total Permit Fee: $201.00
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: AAM 4‘,
it /
Permittee Signature: --
51 % A-
City of Tigard
- Sign Permit Application .
TIGARD r� . .
GENERAL INFORMATION
Name of Development/Project
( N A AJ C i A L E IU L-I N S `Sly CFOR STAFF USE ONLY
Site
Address/ Street Address Permit No.: • N 201,0"-0010
I
Location IOS(�(j 5(.0 &RaN63al L
Suite/Bldg.# City/State Zip Approved By:
2Oo Zt6/ Date: I� ,31t,
Name Fee '
Property St40ltW5T c R }'L1v Receipt#: t9
Owner Mailing Address Suite Map/TL#: IS i 35-1} OiCas,
10220 giA,Ci 1 11,Lee- 3Jo Zoning: 41.11 —1.
Ci /State ZipPhone V
City/State L//Z Allowable Total Area: l r+ -c2ic.
0 972-2- 5d3- yt'4i
Tenant or 114:21iirtnit."
Business FlNAuc-(AL 6hay"4.1E5 Electrical Permit Required? Yes ❑ No
Name Building Permit Required? 0 Yes ❑ No
6 Uce17�n 6I,�,o`7 Rev.10/21/2013
SignI:\CURPLN\Masters\Land Use Applications\Sign Permit.doc
Contractor Mailing Address Suite
301'1 5L., *I( 5r.
City/State Zip Phone J(.0 3
patty 1b/1 97b05 6 7 2-90 37 REQUIRED SUBMITTAL ELEMENTS
Oregon Const.Cont.Board License# Exp.Date
1 34) 9 y.Z /1J\I I Completed Application Form
Proposed 171°Permanent ❑ freestanding 0 Freeway X 2 copies of elevations on 81/2"x 11"or 11"x 17"
Sign ❑ Temporary ❑ Roof 0 Electronic pages (must be drawn to scale for freestanding sign)
(Check all that
gr apply) Wall ❑ Other N/. 2 copies of site/plot plan,drawn to scale,on
81/2"x 11"or 11"x 17"pages (required for
rwNew sign? ❑ Alter to existing sign? freestanding signs only)
Sign Dimensions: a,LI •ti x j t Et Application Fee
Total Sign Area(sq.ft.): ! S NOTES:
Total Wall Area(sq.ft.) • Applications will not be accepted without all required
Sign Data 6 96 -, j_0,,0 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 OF W NE NW SE SW
Height to top of sign(feet): q' S't • 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): 8 'i permit from the Building Division for construction. If
Materials: ALUM• 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: ® 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.
0 Yes ® 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 I 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.
iyyl /U , /3-- /(,='
Applicant Signature Date
/69 ./3 /
Signature of Owner/Agent Date
/9,/c// a/ ,4/g i OW..D612- SUS 72 - 903.7
Owner/Agent's Name(Please Print) Tide 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
Front elevation �
11"tall letters 72 in GNS
Total Sq Ft= 14.5 74 uL¢..lip-
Years of Excellence!
COMMERCIAL SIGNS,INC.
3548 ATLANTA ROAD
SMYRNA,GA 30080
in r w PH.(770)431-0807
FX 770 431-1611
1 L 0 _ _L
�� _ nc 'c Underwriters
® Laboratories Inc.
' C r 11_ _I- 1
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' 1 CLIENT
CITY CF TIGARD N, Fa
-- - - --- -- .r�
Approver! by, Planning , 1 - _ Em Am
Date: IY`bi t?.' i10 LOCATION
1 10500 SW Greensburg
Initials: AV' 59 in r/w Suite 200
Portland,OR 97223
SALESPERSON
- r Side Eledlon
et' A -
- -
DESIGNER
ndrick
050 Aluminum Letter Return Jeff Ke
yt ....... ..."? _. 5"Deep Painted Semi-Gloss Black
, KZ
#8 X'''/" Pan Head Screw
- ,, �� I �� WORK ORDER
Electrical Service $ i 4�1"Semi-Gloss White Trimcap
By Others •EVISIONS
or connect to existing t Na ev DATE
DOW ,$( Low Voltage White Samsung LED
Financial !kink 11 KZ 8/11/16
FaI1�lA@S �l (Financial Engine)1/8"White Acrylic Face. 2 DC 9/8/16
---- , (LOGO)1/8"White Acrylic Face with 8500-054 3
� Turquoise translucent vinyl applied to first surface. 4
y
•-` l Low Voltage Connector 5
4
i" .iNlaurt.r144:tallig
8 s
1/4"Drain Holes
Beal Bank Low Voltage LED Dale
Power Supply
Electrical Raceway
m ,r te ,J.",;•• '-- y 'VI painted to match building
- *U.L. APPROVED
.�» ^" Customer F NIF nenciel Engines
',.. ■ PMS 446c /Portland,OR
/Exterior signs
PAGE e 1
This Drawing is The Sole Property of Commercial Signs End nary not be copied or reproduced without consent. Engineered Drawings And Specs To Fellow Upon Acceptance Of Approval
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WALL SIGN ANCHORAGE CAPACITY TABLES:Scope of work is for the anchorage of the raceway to the supporting structure only.
LOADING CRITERIA (ASCE 7-10)
3-secong gust Speed 120 mph(max) , 1,",i. 0
Exposure B (max) �'* �tx1
11
Risk Category II (max) s � ttrrt 7� •I.,;'
GCp= -1.40 7<r
qh= 13.2 psf " y
F= -18.5 psf „r? t lIn i m
Sign Dead Load= 4.00 psf(max) o ��` • Li
d= 7 in(min) `
Horiz.offset,x1= 9.5 in(max) o 3 �
\ e
Vertical offset,x2= 4 in(max) ,u"", ,
The area used in the'area per anchor'column of the table is the actual solid area of the sign(including the raceway).
Take the total solid sign area and divide by the'Area per anchor'listed in the tables to determine required number of anchors.
Anchor Capacities: DIRECTLY AGAINST
STRUCTURE
PlywoodlMetal Siding
Fastening Options:
1)Hilti Toggler with Threaded Rod Solid area of sign(including raceway) 5.43 ft'(area of single raceway) x1
11
2)#12 wood or metal screws Allowable area per anchor: ' 5.5 ft2 per anchor 2"
Anchor Size Plywood or Metal Siding Area per Area with non- minimum#of ancho :./ 1 anchors(non.) MAX
III
Tension Shear anchor,ftr structural finish_ Use 3 anchors —
#12 Screw 66 108 4.1 2.1
0.25 70 120 4.4 2.2
�
0.375 195 140 10.2 5.5 xn 4
0.5 230 160 11.9 6.5 ■
Notes:1)Metal Siding(without plywood)to be minimum 24ga.thick.
2)The non-structural finish to be no more than 2"thick.A 1"dia. THROUGH
pipe spacer is required at non-structural finishes.
NON-STRUCTURAL
FINISH
93 in rlw 1 F 7R in r/w
'—L ) 0 0 L L 0
- T 1 r T T ZIS
PROVIDE 3/8" DIA. ROD THROUGH SIDING
WITH SNAPTOGGLE TOGGLER, TYPICAL
AT THREE LOCATIONS ALONG THE TOP
OF EACH RACEWAY, USE 1" DIA. PIPE
SPACERS AS REQUIRED.
i
L O 0 L CIED PRO/1-44-
L1-1-
ROF 0
n
• , • Cc.S�`�G 1 N �us4
1_ r —I_ 1 C i 1 �` 725 SPE -P A
• Eniiln: zr ��F�r RY 0 8 •
PS's
JOSEPH MP
59 in r/w I EXPIRES: 12-31-2016
General Notes:
1)Unless there in an anchorage option for non-structural finishes,there is to be no gap between the structural support and the sign framing.
2)Tables are for the anchorage of the sign to the building only.The design of existing structure and sign framing is not a part of the scope of these tables.
3)Waterproofing of the connection is to be designed by others.
4)When using a manufactured fastener,follow all requirements and recommendations listed by the manufacturer.
5)Anchors exposed to the weather or in contact with aluminum to be adequately protected to prevent corrosion.
6)Tables assume sign is located in a building corner zone and that the center of the signage is located above the center of the raceway.
7)If the sign is located outside'0.1•building width'from the corner,multiply the square footage values times 1.25.
8)The anchors are to be equally distributed along the top of the raceway.
9)A minimum of two fasteners are required at the top of the raceway and the hoizontal anchor spacing is not to exceed 6'o.c.
9570 SW Barbur Blvd Project Name Financial Engines Raceway Connection Project# 161274
Suite One Hundred
ArAll Portland,OR 97219 10500 SW GreenburgRoad, Suite 200, Portland, Oregon
Location 9
Client Beaverton Sign & Graphics
MILLER Phone 503.246.1250 / a��'`
CONSULTING Fax 503.246.1395 CJM L I ✓ 10/6/16 1 011
www.miller-se.com By Ck'd Date Page
ENGINEERS