SGN2017-00050 CITY OF TIGARD SIGN PERMIT
■ Permit#: SGN2017-00050
COMMUNITY DEVELOPMENT Date Issued: 05/15/2017
T I i •'; I 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 2S102CC09100
Jurisdiction: Tigard
Name of Business: Cola Cove
Business Address: 13553 SW PACIFIC HWY
Applicant/Agent: Horst, Tim
Work Description: New wall sign at 13553 SW Pacific Hwy
Permanent: Yes Freestanding: No Freeway: No
Temporary: Wall: Yes Electronic: No
Billboard: No Balloon: No
Banner: No A-Board: No
Sign Dimensions: 5'6"x18'4"
Total Sign Area: 100
Wall Area: 1720
Wall Face(Direction): East
Sign Height: 17.5 ft.
Projection From Wall: 9 in.
Illumination: Internal
Materials: Aluminum,acrylic
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: /VA dL4MtAIL
Permittee Signature:
RECEIVED
City of Tigard MAY 15 2017
v COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF TIGARD
Sign Permit Application PLANNING/ENGINEERING
SIGN LOCATION REQUIRED SUBMITTAL
Address: 13553 SW Pacific Hwy Suite#: ELEMENTS
Ci /state: Tigard, OR zip: 97223
tY p 2 copies of elevations on 81/2"x 11
Tenant or business: Cola Cove or 11"x 17"pages(Wall sign
elevations must include dimensions
Property owner name: M&T Land Holdings LLC of sign and wall face and show the
location of sign on the wall.
Address: PO Box 230764 Freestanding sign elevations must
City/state: Tigard, OR Zip: 97281 be drawn to scale.)
503-310-4776 thorst summarealt Com r 2 copies of site/plot plan,drawn
Phone: Email: @ Y�
to scale,on 81/2"x11"or 11"x17"
Sign contractor: ES&A Sign &Awning pages(not required for wall signs)
Address: 89975 Prairie Rd. -El—hist or diagram of all existing sign
dimensions and square footage
Eugene, OR zip: 97402Cit /state:
J�Application Fee
Phone: 541-485-5546 Email: bhoward@esasigns.com /
CCB License #: 163470 Expiration date: 3/16/19 NOTES:
Contact person: Brandon Howard • Freestanding signs over 6 ft.in height
and walls signs of which any element
weighs 20 lbs.or more require a
building permit for construction.
SIGN DATA(Complete all items in this section) If any element of a wall sign weighs
70 lbs.or more,plans must be prepared
TYPE (Check all that apply) by a structural engineer.
El New sign ❑ FreestandingEl Electrical
• Building permits require 2 sets of
❑ Alteration to 1 CI Freeway ® Wall construction drawings and,if sign is
freestanding,2 copies of site/plot plan
existing sign CIRoof 0 Other and 2 sets of engineering must be
Sign#: submitted with building permit
Ly, application.
�
lI Z 1 u>
Sign dimensiiont*3aft.
C (h) x ' (w) = We sq.ft. si area
New sign: ft. + Existing sign area 0 sq.ft. = Total 1 OR S FAH t SE: (NL.)
Total sign area: sq.ft./ 1720 building face sq.ft.= 5.1 vo'oof bldg face �N 2 'V 1 -c""')�0A
Case No.:
Height to top of sign: 17'-6" ft. Projection from wall: 0"
in. Related Case No.(s):
Materials: Aluminum, Acrylic, LED illumination
�ok
Fee:
Application j accepted:
Is the sign under 20 lbs.? ElY
Yes x❑ No By: !e-:! Date: 5 1 kCJ 17
(Building Permit required if over 20 lbs.)
Direction wall faces (cirde one): N S OE W NE NW SE SW Application determined complete: 6 '
By: Date: '. f,�y/,[
Will the sign have illumination? x❑ Yes 0 No
If yes,what type: ® Internal 0 External I:\CURPLN\Masters\Land Use Applications Rev.03/03/201S
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 2
APPLICANTS
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 or 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 provided on the back of this
form or submit a written authorization with this application.
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,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 or 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 required.
C�Q /t Print /� /-7
Applicant's�t »re Print name / Date
Cid g ( (7
•wner s signature Print name ( Date
Owner's signature Print name Date
l,,_ _.
SIGN PERMIT APPLICATION
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 2
24537 Cola Cove
Wall Sign Weights
B1 Channel Letters/Raceway-Cola
Material Unit Qty Wt/Unit Ext
.040 Aluminum Sheet SqFt 20 0.585 11.70
.063 Aluminum Sheet SqFt 9 0.913 8.22
.125 Aluminum Sheet SqFt 9 1.78 16.02
2x4 Aluminum Channel LnFt 20 1.73 34.60
1x2x.125 Aluminum Angle LnFt 3 0.43 1.29
.177 Acrylic SqFt 10 1.09 10.90
82.73
B2 Channel Letters/ Raceway-Cove
Material Unit Qty Wt/Unit Ext
.040 Aluminum Sheet SqFt 20 0.585 11.70
.063 Aluminum Sheet SqFt 9 0.913 8.22
.125 Aluminum Sheet SqFt 9 1.78 16.02
2x2 Aluminum Channel LnFt 20 1.73 34.60
1x2x.125 Aluminum Angle LnFt 3 0.43 1.29
.177 Acrylic SqFt 10 1.09 10.90
82.73
B3 Logo Disc
Material Unit Qty Wt/Unit Ext
.040 Aluminum Sheet SqFt 14 0.585 8.19
.177 Acrylic SqFt 13 1.09 14.17
22.36
24537 Cola Cove
Wall Sign Weights
B1 Channel Letters/ Raceway-Cola Cove
Material Unit Qty Wt/Unit Ext
.040 Aluminum Sheet SqFt 40 0.585 23.40
.063 Aluminum Sheet SqFt 18 0.913 16.43
.125 Aluminum Sheet SqFt 18 1.78 32.04
2x4 Aluminum Channel LnFt 40 1.73 69.20
1x2x.125 Aluminum Angle LnFt 6 0.43 2.58
.177 Acrylic SqFt 20 1.09 21.80
165.45
B2 Logo Disc
Material Unit Qty Wt/Unit Ext
.040 Aluminum Sheet SqFt 14 0.585 8.19
.177 Acrylic SqFt 13 1.09 14.17
22.36
ES&A SIGN & AWNING SCOPE OF WORK: MANUFACTURE AND INSTALL (1) SET OF ILLUMINATED CHANNEL LETTERS
11110 IMM[ID.I EUGENE,0t 11111
?IMAM 5044 rls+1.4155113 SCALE:1/2"=1'-0"
DRAWING #: 24'
14531.3-SHOP 23'-61/2
ART FILE:1453762
CLIENT:
COLA COVEIII C 4 A .. c 4 v
13553 SW PACIFIC HWY
TIGARD, OR 97281 I
FABRICATED CHANNEL LETTER LOGO: CHANNEL LETTERS:
DATE: 5/24/17 ALUMINUM RACEWAY 5"BLACK ALUMINUM RETURNS 5"BLACK ALUMINUM RETURNS
DRAWING TYPE:SHOP 1"BLACK TRIM CAP 1"BLACK TRIM CAP
DRAWN BY:JC WHITE ACRYLIC FACE WITH VINYL GRAPHICS(TBD) FRONT VIEW WHITE ACRYLIC FACE WITH VINYL OVERLAY SIDE VIEW
WHITE LED ILLUMINATION WHITE LED ILLUMINATION
PRELIMINARY DESIGN:BL
SALES: BH
ENGINEERED:YES
PHOTO INLAY
. ....iwirlinimirm
.
COLA•COVE , .
El
0
SHEET# I OF 2 f 1
F
LEVEL
A ,
FINISH
CITY OF TIGARD
COLOR CODE: 01 • PAINT T/M MILLER 535 ZEN RETREAT 2O �__ ', 230-106 APPLE GREEN PSV Approve c' :.-)y Planning
Date: ‘715111
InitiUls: A-t-
ES&A SIGN & AWNING ATTACHMENT DETAILS
PHIS,WPII ID.I FMK,OR 17411
P,64I415.5541 0414/55113 SCALE:3"=1'-0"
DRAWING #:
24537.3-SHOP
ART FILE:2453782 - FIBER CEMENT BOARD SIDING
CLIENT:
COLA COVE PLY SHEATHING
13553 SW PACIFIC HWY
TIGARD,OR 91281
2"X.125"ALUMINUM MOUNTING TAB - 2"X6"WOOD STUD WALL 16"OC
BUILT INTO RACEWAY
DATE:S/24/I7
DRAWING TYPE:SHOP P 3/8"0 X3"LAG SCREW
DRAWN BY:JC `-.-
PREUHINARY DESIGN:NI. CHANNEL LETTER —� I•�F C� ab"o.c.MA...
SALES:BH WET LOCATION LED
J— I 1 POWER SUPPLY
ENGINEERED: YES l
#10-1/2"TEK SCREW(TYP)—
/ J-BOX
LOW VOLTAGE WIRE
--------------
7
I
r
SWITCH MOUNTED TO
EXTERIOR OF RACEWAY
I
UL LABEL MOUNTED TO4 j 120V POWER
EXTERIOR OF RACEWAY
Vi
SHEET# 2 OF 2
2"X4"ALUMINUM CHANNEL I
FABRICATED RACEWAY `'
I_F„FL
AI
I
COLOR CODE: ( . PAINT T/M MILLER 535 ZEN RETREAT O2 230-106 APPLE GREEN PSV
Irit
SSW ENGINEERSR
ES+A SHEET NO. COVER
CIVIL STRUCTURAL BUILDING DESIGN Cola Cove PROJECT NO. 17-7400-95
- SURVEYING LAND USE PLANNING
2350 Oakmont Way,Suite 105 Eugene,OR 97401 Tigard, OR BY KDL
(541)485-8383 Fax(541)485-8384 Channel Sign DATE 6/5/17
STRUCTURAL DESIGN
Design is governed by: 2014 State of Oregon Structural Specialty Code
Seismic- Equivalent Lateral Force Procedure Ss = 0.964 Si = 0.421
Wind-Method 2-Analytical Procedure Mph 120 Exp. B
Material Spec Includes:
Aluminum Tube Sections---ASTM 6061-T6
I
1
,
LIJ
OR GON
C'y✓Grye t} 20\, cp
qFL ALP"
IRENEWS: 12.44 h-,1
1
17-7400-95 Cola Cove-Wall sign.xlsx
. SSWENW! ERSUIC ES+A SHEET NO. 1 OF
7 CIVIL STRUCTURAL BUILDING DESIGN Cola Cove PROJECT NO, 17-7400-95
SURVEYING LAND USE PLANNING
2350 Oakmont Way, Suite 105 Eugene,OR 97401 Tigard, OR BY MAC
(541)485-8383 Fax(541)485-8384 Pole Design DATE 6/5/17
Wind Design: Method 2-Analytical Procedure, SEI/ASCE 7-10
Components&Cladding (Ch. 30)
Exposure: B Wind load: 120 mph
Enclosure: Enclosed Risk: II
Non-Hurricane Prone Regions Sign Convention
Plan View Towards _Away From
B = 100 ft Surface Surface
L = 60 ft Wind
G = 0.85 B + iii. -0.
Kzt= (26.8) 1.00
Kd = ( 26.6) 0.85
Kz (tbl 30.3-1) = 0.61 L
qh = .00256 Kz Kzt Kd VA2 = Kz*31.33
qh = 18.97 h/L= 0.300 a = 6 ft
Roof Pitch = 0.5 :12 GCpi = 0.18 ±
Mean Roof Height= 18 ft 0 = 2.39 qhGCpi= 3.41 ± psf
Zone Area(sq ft) GCp Gcpi GCp-Gcpi P(psf) .6*P(psf)
Roof 1+ 10 0.30 -0.18 0.48 9.11 5.46
Roof 1- 10 -1.00 0.18 -1.18 -22.39 -13.43
Roof 1+ 100 0.20 -0.18 0.38 7.21 4.33
Roof 1- 100 -0.90 0.18 -1.08 -20.49 -12.29
Roof 2+ 10 0.30 -0.18 0.48 9.11 5.46
Roof 2- 10 -1.80 0.18 -1.98 -37.56 -22.54
Roof 2+ 100 0.20 -0.18 0.38 7.21 4.33
Roof 2- 100 -1.10 0.18 -1.28 -24.28 -14.57
Roof 3+ 10 0.30 -0.18 0.48 9.11 5.46
Roof 3- 10 -2.80 0.18 -2.98 -56.53 -33.92
Roof 3+ 100 0.20 -0.18 0.38 7.21 4.33
Roof 3- 100 -1.10 0.18 -1.28 -24.28 -14.57
Wall 4+ 10 0.90 -0.18 1.08 20.49 12.29
Wall 4- 10 -0.99 0.18 -1.17 -22.20 -13.32
Wall 4+ 500 0.63 -0.18 0.81 15.37 9.22
Wall 4- 500 -0.72 0.18 -0.90 -17.07 -10.24
Wall 5+ 10 0.90 -0.18 1.08 20.49 12.29
Wall 5- 10 -1.26 0.18 -1.44 -27.32 -16.39
Wall 5+ 500 0.63 -0.18 0.81 15.37 9.22
Wall 5- 500 -0.72 0.18 -0.90 -17.07 -10.24
Effective Wind Area Roof= 10 sq ft Effective Wind Area Wall= 60 sq ft
Zone Area(sq ft) GCp Gcpi GCp-Gcpi P(psf) .6*P(psf)
Roof 1+ 10 0.30 -0.18 0.48 9.11 5.46
Roof 1- 10 -1.00 0.18 -1.18 -22.39 -13.43
Roof 2+ 10 0.30 -0.18 0.48 9.11 5.46
Roof 2- 10 -1.80 0.18 -1.98 -37.56 -22.54
Roof 3+ 10 0.30 -0.18 0.48 9.11 5.46
Roof 3- 10 -2.80 0.18 -2.98 -56.53 -33.92
Wall 4+ 60 0.78 -0.18 0.96 18.14 10.89
Wall 4- 60 -0.87 0.18 -1.05 -19.85 -11.91 (-
Wall 5+ 60 0.78 -0.18 0.96 18.14 10.89
Wall 5- 60 -1.01 0.18 -1.19 -22.63 -13.58
17-7400-95 Cola Cove-Wall sign.xlsx
WENGINEERS. ES+A SHEET NO. 2 OF
CIVIL STRUCTURAL BUILDING DESIGN Cola Cove PROJECT NO. 17-7400-95
SURVEYING LAND USE PLANNING
2350 Oakmont Way,Suite 105 Eugene,OR 97401 Tigard, OR BY KDL
(541)485-8383 Fax(541)485-8384 Channel Sign DATE 6/5/17
Latitude= 45.42201 Longitude= -122.7849
State of Oregon 2014 Structural Specialty Code Risk Category= II
Based on the 2012 International Building Code (tbl. 1.5-1)
0.2 Sec. Spectral Resp. Accel. Ss, (Fig. 1613.5(1))= 0.964 Seismic Design Category= D
Fa, (tbl. 1613.5.3(1)) = 1.114 (tbl 1613.3.5(1))
1.0 Sec. Spectral Resp.Accel. S1, (Fig. 1613.5(2))= 0.421 Site Class = D
Fv, (tbl. 1613.5.3(2))= 1.558 (Per ASCE 7-10,Chapter 20)
SMS = FaSs = 1.074 To = .2SD1/SDs = 0.12
SM1 = FvS1 = 0.656 TS = So1/Sos= 0.61
SDS=2/3SMS = 0.716 Ta = Cthn"x= 0.15
SD1 = 2/3SM1 = 0.437 Cu, (tbl 12.8-1)= 1.4
T= CuTa = 0.21
Ct, (tbl 12.8-2) = 0.020 Sa =0.6(SDS/To)T+0.4SDS= 1.04
x, (tbl 12.8-2) = 0.750 Sa = So1/T= 2.87
hn, height in feet above base 15.00 Sa = SDS= 0.72
I,(tbl 11.5-1) = 1.00
Signs and billboards R, (tbl 15.4-1,-2) = 3.50
TL (Fig 22-15)= 16
Seismic Design Requirements for Nonbuildinq Structures ASCE 7-10 Chapter 15
Equivalent Lateral Force Procedure (ASCE 12.8)
Seismic Base Shear, V= CsW V=0.2W
Cs= Sos/(R/I) Sos/(R/I) = 0.20
Cs(max)= SD1/T(R/I) SD1/T(R/I) = 0.59
Cs(min) = 0.03 0.03= 0.03
Sing W = 200 lb V=0.2W= 40.9 lb x .7 = 28.6 lb.
29 lbs < 715 lbs
Wind controls
17-7400-95 Cola Cove-Wall sign.xlsx
SSWENGINEERS. d-A SHEET NO. 3 OF 3
CIVIL STRUCTURAL BUILDING DESIGN
SURVEYING LAND USE PLANNING ° ' �� PROJECT NO. / 7y p -`1"S'
2350 Oakmont Way,Suite 105 Eugene,OR 97401 <<4 -b O BY MA-C-
(541)485-8383 Fax(541)485-8384 Cil ra S Ly," DATE Ci rS
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