SGN2016-00102 CITY OF TIGARD SIGN PERMIT
a Permit#: SGN2016-00102
COMMUNITY DEVELOPMENT Date Issued: 10/13/2016
7 16 A 12 l 13125 SW Hall Blvd..Tigard OR 97223 503.718.2421 Parcel: 1 S 135AB01006
Jurisdiction: Tigard
Name of Business: Financial Enginers
Business Address: 10500 SW GREENBURG RD 200
Applicant/Agent: Holman,
Work Description: Wall sign, approximately 26.25 square feet(1.66'x 15.75')located at 10500 SW
Greenburg Road placed on the south façade. The sign will be internally lit.
Permanent: Yes Freestanding: No Freeway: No
Temporary: Wall: Yes Electronic: No
Billboard: No Balloon: No
Banner: No A-Board: No
Sign Dimensions: 1.66 x 15.75
Total Sign Area: 26.25
Wall Area: 672
Wall Face(Direction): South
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: / '
'it r_
Permittee Signature: ir -�'—
J
IN
City of Tigard
Sign Permit Application
TIGAlR
GENERAL INFORMATION
Name oo'fl1Development/Project
FIN ANC I A L ENtri E FOR STAFF USE ONLY
Site ` )'t WVr�, '
Address/ Street Address Permit No.: (jIMO 10-2--
Location
02Location I 0 S 6.0 64! GR 6.11,----
Approved By:
Suite g.# City/State��y
� Date: (i`lip !.iJ �� `I hi
7
Name )) Fee: {..'i • p
Property 5hhRze)S'f )) Pb41i Receipt#: 4Q�igt O
Owner Mailing Address Suite Map/TL#: IS(2"1,D%CO W
/0Z 10 9a W` 3/0 Zoning: IOU ter I
City/State Zip Phone
q,
Allowable Total Area: LU J3.LepX q-7 ze, 503
Tenant or ane 7
Business 1 i U, 0/Wu, Electrical Permit Required? K Yes ❑ No
Name Building Permit Required? ❑ Yes ❑ No
Sign VVER-ib Slbiu5 Rev.10/21/2013
I:\CURPI N\Masters\land Use Applications\Sign Permicdoc
Contractor Mailing Address Suite
5e99StoRI' ii
City/State Zip S Phone 5 0,
tlRM of T O� (A1 2- '/O 7 REQUIRED SUBMITTAL ELEMENTS
Oregon Const.Cont.Board License# Exp.Date
1349y Z 0 Completed Application Form
Proposed in Permanent 0 Freestanding ❑ Freeway ❑ 2 copies of elevations on 8'/2"x 11"or 11"x 17"
Sign ❑ Temporary ❑ Roof ❑ Electronic pages (must be drawn to scale for freestanding sign)
(Check all that
apply) Wall 0 Other ❑ 2 copies of site/plot plan,drawn to scale,on
8'/2"x 11"or 11"x 17"pages (required for
1Zf New sign? ❑ Alter to existing sign? freestanding signs only)
Sign Dimensions: i t.06.
1 n 'S, .75,t ❑ Application Fee
Total Sign Area(sq.ft.): a, 25 NOTES:
Total Wall Area(sq.ft.) • Applications will not be accepted without all required
Sign Data -� Z = 1 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 ( E W NE NW SE SW
C, • Freestanding signs over 6 ft. in height and walls signs
Height to top of sign(feet): "f
tt of which any element weighs 20 lbs. or more require a
Projection From Wall(inches):
permit from the Building Division for construction. If
Materials: AL U 4. any element of a wall sign weighs 70 lbs. or more,
Will sign have illumination? 0 Yes p No plans must be prepared by a structural engineer.
Type: Exi 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 pgNo
If"yes",a list or diagram of all sign dimensions and square
footage must also be submitted. (OVER FOR SIGNATURES)
City of Tigard 1 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2421 1 www.tigard-or.gov 1 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.
Applicant Signature Date
/O ./3-/
Signature of Owner/Agent Date
/1-4//)-1,1-'7 �Gr1.r/ ' 563` 72- 9c,,-5
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
CITY OF TIGARD
Approved b Planning
Side elevation ` S Date: �rj
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14"tall letters SIGNS
Sign Code Allows=50Sgft I n i ti a Is: f� ///111
3l09' v
Total Sq ft=26.25 ) ■
189 in c
,
leers of Excellence!
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COMMERCIAL SIGNS,INC.
93 in n/W 78 In��W 3548 ATLANTA ROAD
$MYRNA,GA 30080
PH.1770)431-0807
PS 770 431-1611
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.Y a,.' ` 10500 SW Greensburg
k ''ft .,g -- Suite 200
t' ` Portland,OR 97223
A 0 Side Eleon
r. .050 Aluminum Letter Return
# 5"Deep Painted Semi-Gloss Black SALESPERSON
- +� at ` Jeff Kendrick
' t t ‘ i. '.\ #6 X'/,' Pan Head Screw
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• �*a - i gy i 3 ar i DESIGNER
x ;- 1 S , t Electrical Service tom—1'Semi-Gloss White Tnmcap
a By Others KS
` or connect to existing
• • I Low Voltage White Samsung LED WORK ORDER
Financial Engines pOWer. 'Il
1 "�(Financial Engine)1/8"White Acrylic Face.
- t ,' + (LOGO)1/8"WhiteAcrylic Face with 8500-054 REVISIONS
Turquoise translucent vinyl applied to first surface. wa ar owre
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;44 1 KZ 8/11/16
a'c Low Voltage Connector
2 DC 9/8/16
1/4"Drain Holes 3
a ) Low Voltage LED 4 - l
':`- ' i, . Power Supply 5
",ap�m. "„,1 Electrical Racewa APPROVED BY
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$. - Y. f„� painted to match building
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/Portland,OR.
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Ttri,Drawing is The Sole Property of Commercial Signs and may not be copied or repreducod without consent. Engineered Drawings And Specs To Follow 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)
Exposure B (max) 4. _
Risk Category II (max) "
GCp= -1.40
qh= 13.2 psf a-. ."". ', 4"
mi
F= _ -18.5 psf
r,
Sign Dead Load= 4.00 psf(max) – — --
d= 7 in(min) - - a
i °
Horiz.offset ole 9.5 in(max) " •
C■
Vertical offset,x2= 4 in(max) '••• -�_ f+'•" •' ., arm@
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
Plywood/Metal Siding
Fastening Options.
1)Hill,Toggler with Threaded Rod Solid area of sign(including raceway): 5.43 ft'(area of single raceway) x1
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(min.) MAX
II
Tension Shear anchor,ft' structural finish_ Use 3 anchors —
#12 Screw 66 108 4.1 2.1
0.25 120 2.2 ME 0.3.375 199 5 140 10.0.2 5.5 v _,,
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
C93inr/w 78inr/w
L O _ O_ L L O
- C — T 1 r I� TV
1
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.
1- _ vat. _ 0
\cc,40 PROFF /O
, C I
E _LAM-A _ IL 11 C O 1 4,-, 725 5PE 'A di
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02
... Sp. irr, a'. !CI
0
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FY`Rv 0s OP�
✓OSEPIA MPS
59 in dm/ I EXPIRES: 12-31-2016
General Notes:
1)Unless there is 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 al the lop 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
ArtPortland,OR 97219
M 10500 SW GreenburgRoad, Suite 200, Portland, Oregon
Location 9
Client Beaverton Sign &Graphics
MILLER Phone 503.246.1250 /
CONSULTING Fax 503.246.1395 CJM PT 10/6/16 1 of 1
www.miller-se.com By Ck'd Date Page
ENGINEERS