SGN2020-00017 ill CITY OF TIGARD SIGN PERMIT
;: a • • Permit#: SGN2020-00017
COMMUNITY DEVELOPMENT Date Issued: 02/27/2020
1 16 A k 1) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 1S126CA00900
Jurisdiction: Tigard
Name of Business:
Business Address: 9009 SW HALL BLVD 200
Applicant/Agent: McCormick, Tony
Work Description: One freestanding sign for Macys. First freestanding on TLID 1S126CA00900.Sign
Dimensions: 3.5x7=24.5 square feet. Dimensions of freestanding sign structure.
5.5x7=38.5 square feet.Will not be located in Vision Clearance Triangle.
Permanent: Yes Freestanding: Yes Freeway: No
Temporary: Wall: No Electronic: No
Billboard: No Balloon: No
Banner: No A-Board: No
Sign Dimensions: 3.5x7=24.5
Total Sign Area: 24.5
Wall Area:
Wall Face(Direction):
Sign Height: 5.5 ft.
Projection From Wall: in.
Illumination: Internal
Materials: Aluminum
Electrical Permit Required: Yes
Building Permit Required: No
Total Permit Fee: $228.00
Conditions:
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and
all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within
90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon
sign shall expire 10 days from validity date.
cil\--
Approved By: //
6
Permittee Signature: v el/Lt�'
RECEIVED
City of Tigard F E B 2 7 2020
II . COMMUNITY DEVELOPMENT DEPARTMENT CITY OF TIGARD
Sign Permit Application PLANNING/ENGINEERING
TIGARD
SIGN LOCATION Address: 7P 0 l ,S 1
4,1- '"+ - /3/11/) Suite#: REQUIRED SUBMITTAL
ELEMENTS
,
City/state: / I M/-6 , t/C Zip: /71 4 ❑ L "
p /� 2 copies of elevations on 8/: x]1"
Tenant or business: n7/I-L'/i' J R /" t 64116 or 11"x 17"pages(Wall sign
/Th f/ elevations must include dimensions
1 Jfi t f '�fj�}� (�( � _ ;A:,, of sign and wall face and show the
Property owner name: ) L� ,{ location of sign on the wall.
Address: /J 1 W. D j/r• Freestanding sign elevations must
City/state: (-//t)L'/N'•�a4'Tj I /3// zip: //51 C L- be drawn to scale.)
Phone: Email El copies of site/plot plan,drawn
to scale,on8//z"xll"or11"x17"
Sign contractor: �'/
lh,6gF� �/ i�. ii m bd pages(not required for wall signs)
/ / D List or diagram of all existing sign
Address: / -2 0,5 ISM 7'(h /T�e• dimensions and square footage
City/state: '�7/i'/1,6 B/C- Zip: q )9 7 - 0 Application Fee
ee. !
' //tt. �T c$'/rl Gil /Iti' w/vk
a
Phone: ��/ 2�1-' �JL/�Email: �-�/
CCB License#: ill/ Expiration date:. 2/ /L4/ NOTES:
• Freestanding signs over 6 ft.in height
Contact person: et/1� �7 2� i 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
/ ew sign TYPE (Check all that apply) by a structural engineer.
C�"
Q N /
Freestanding 0 Electrical • Building permits require 2 sets of
❑ Alteration to 0 Wall construction drawings and,if sign is
❑ Freeway
existing sign ❑ Roof 0 Other freestanding,2 copies of site/plot plan
and 2 sets of engineering must be
Sign #: f submitted with building permit
application.
Sign dimensions: 3 f'l'(h) x7(w) = Z`'1 5 sq.ft. sign area
Newsign:2" .6* sq.ft.+ Existing sign area sA' sq.ft.=_Total FOR STAFF USE ONLY ONLY
Total signarea: •S sq.ft./ building faces ft. = %of bldgface ,S 61J2,0�—Oco j t
9• I�nB 9• Case No.:
Height to top of sign: 5/�lift.Projection from wall: in. Related Cr No.(s):
Materials: /►too /nl JM I Fee: 2-7 0-0
/ Application accepted:
Is the sign under 20 lbs.? D Yes E No By: SCDate: 2-7-4-1}'Z'°
(Building Permit required if over 20lbs..)
Application determined complete:
Direction wall faces (circle one): N__ SS/ E W NE NW SE SW -7 ^ZcZe
Will the sign have illumination? Yes D No By: (� Date:
If yes,what type: Q Internal 0 External I.\Community OeveIos ent\land Use Applkatlons\02_Forms and
Templates\Land Use Applications Rev 12/14/2017
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-orgov • 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.
SI 41'URE of each q r of the subject prope ,required.
,may ,A/
25
Applican ' si e Print name Date
/
v � —lc2—Zc)ZO
st re Print name Date
Owner's signature Print name Date
SIGN PERMIT APPLICATION
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 2
6. Temporary signs in compliance with Sections 18.435.090 and 18.435.100 are allowed;
7. Lawn signs in compliance with Paragraphs 18.435.060.A.1,A.6,and B.2 are allowed;
8. Special condition signs in compliance with Section 18.435.090 are allowed; and
9. Additional allowed signs include awning signs and painted wall signs are allowed.
B. C-G zone. Signs other than the following are prohibited in the C-G zone:
1. Freestanding signs are allowed,subject to the following limitations and conditions:
/a. One multi-faced,freestanding sign is allowed,
X. A reader-board assembly may be an integral part of the freestanding sign,
1c. The maximum square footage of signs is 70 square feet per face and a total of 140 square feet
for all sign faces. Freestanding signs may not extend over a property line into the public right-
of-way,
j L d. The sign area may be increased 1 square foot for each lineal foot the sign is moved back from
the front property line to which the sign is adjacent. If the street is curbed and paved, the
measurement is taken from a point that is 15 feet from the pavement. This increase in sign
area is limited to a maximum of 90 square feet per face or a total of 180 square feet for all
faces, and
e. The maximum height of freestanding signs located next to the public right-of-way is 20 feet.
Height may be increased one foot for each 10 feet of setback from the property line or a point
15 feet from the edge of pavement,whichever is less,to a maximum of 22 feet in height;
2. Wall signs are allowed, subject to the following limitations and conditions:
a. Wall signs, including illuminated reader-boards, may be erected or maintained up to a
maximum gross area of 15 percent of any building face on which the sign is to be mounted,
b. Wall signs may not project more than 18 inches from the wall or extend above the wall to
which they are attached, and
c. If it is determined through the site development review process that the wall sign's visual
appeal and overall design quality would be served, an additional 50 percent of the sign area
may be allowed. No copy is allowed in the additional area. For purposes of this subsection,
"copy"includes symbols, logos, and letters;
3. Directional signs on private property designed solely to identify driveway entrances and exits for
motorists on adjoining public streets are allowed. One sign with an area of 4 square feet per face
is allowed per driveway.Each sign must comply with Chapter 18.930,Vision Clearance Areas;
4. Electronic information signs in compliance with Subsection 18.435.090.0 are allowed;
5. Temporary signs in compliance with Sections 18.435.090 and 18.435.100 are allowed;
6. Lawn signs in compliance with Paragraphs 18.435.060.A.6 and B.2 are allowed;
Signs 18.435-16 Code Update:10/19
18.670.090 Signs (
Signs. In addition to the requirements of Chapter 18.435, Signs,the following standards must be met:
A. Residential-only developments within the MUC, MUE, and MUR zones must meet the sign
/requirements for residential zones as provided in Subsection 18.435.130.A; nonresidential
developments within the MUC zone must meet the sign requirements for the C-G zone as provided in
Subsection 18.435.130.B; nonresidential development within the MUE zones must meet the sign
requirements of the C-P zone as provided in Subsection 18.435.130.C; and nonresidential
development within the MUR zones must meet the sign requirements of the C-N zone as provided in
Subsection 18.435.130.D. Sign area increases are prohibited.
B. The maximum height limit for all signs except wall signs is 10 feet. Wall signs may not extend above
the roofline of the wall on which the sign is located.Height increases are prohibited.
C. Freestanding signs are prohibited within required S-4 screening. (Ord. 19-09 §l; Ord. 18-28 §1; Ord.
18-23 §2; Ord. 17-22 §2)
18.670.100 Street and Accessway Standards
The recommended roadway functional classification map and street cross-sections in the Washington
Square Regional Center Plan govern the improvement and construction of major streets within the
Washington Square Regional Center Plan District.
U
Washington Square Regional Center Plan District 18.670-8 Code Update: 10/19
Scope of work is for the design of the sign pole and the foundation. D PROC
.See following pages for structural notes. �"`�G t N Fi
47725 5PE 'P a
LOADING:
WIND: ASCE7-16 98 MPH,EXP B MAXIMUM HEIGHT(h)= 5.67 ft
(3 second gust) GUST FACTOR(G)= 0.85 - • • ON do p
K1 = 0.00 (Figure 26.8-1) F=qz*G*Cf*0.6:(allowable) % Ry Oa . J!•
Q
K2= 1.00 (Figure 26.8-1) Kz qz F(psf) h ✓OSEPH 04
K3= 1.00 (Figure 26.8-1) 0.57 11.91 = 8.7 0-6 ft
Kzt= 1.00 (Eqn. 26.8-1) EXPIRES: 12-31-2020
Kd= 0.85 (Table 26.6-1)
Cf= 1.44 (Figure 29.3-1)
I
s= 5.67 ft s/h= 1.00
B= 7.00 ft B/s= 1.24
0.2*B= 1.40 ft(code offset,for wind load)
offset= 0.00 ft(horizontal cabinet offset) w/%5*H
FORCES:
Width Height to Height to Area Wind load Force Height to Moment
bottom(It) top(fl) (sq.ft.) (psf) (Ibs) center(ft) (ft-lb)
7.00 0.00 5.67 39.7 8.7 347 3.12 1081 I.
0.00 0.00 0.00 0.0 8.7 0 0.28 0 n (N)
SCH4 O PIA
0 PIPE
0.00 0.0 8.7 0 0.28 0
0.00 0.0 8.7 0 0.28 0
0.00 0.0 8.7 0 0.28 0
0.00 0.0 8.7 0 0.28 0
0.00 0.0 8.7 0 0.28 0
E= 347 1= 1081
SIGN POLE: (Single Pole) -.. ' a., �,F
Try a 3"SCH40 si n pole � � ! a ��
Z= 2.19 in' T= 486 ft-lb =347*(1.4'+0')
Fy= 35000 psi Tc= 3601 ft-lb b °n 1 I
Mx=_ 1081 ft-lb 0.13 <0.2 torsion can be neglected ! P (N)CONCRETE
My= 0 ft-lb - FO011NG
Mc= 3825 ft-lb =35000'2.19/12/1.67 ° LI a
1081 <3825 OK
Use a PIPE 3"SCH40 sign pole I 2.-0'DA,
FOUNDATION CHECK: •SION ELEVATION
Mnet= 0.25 k-ft =(1081)/1000-0.83ft-k 3/4'_I-0•
P= 0.347 k Applied lateral force
h(e facie)= 0.72 ft distance from ground surface to P --
q= 300 psf/ft allowable soil-brg., q=2(150)=300*
Footing shape: Circular *Allowable w/1/2"movement at groundline ,
b= 2 ft diameter
2 ft diameter
b'= 2.00 ft diameter
d(estimated)= 3.00 ft Estimated embedment
i Ilf 41
Unconstrained Condition volume of concrete= 0.3 yd
S_1 = 300 psf q*d_est/3 footing wt= 1.4 k
A= 1.35 ft 2.34*P*1000/(S1*b) sign wt= 0.40 k
d= 1.91 ft A/2*(1+(1+4.36*h/A)^.5) Total wt(DL)*0.6= 1.09 k
1.91 <3'OK eccentricity of load to reaction(e)= 0.76 ft=0.83/1.09
maximum resistive moment available based on soil bearing, Ale s = 0.83 ft-k
Use 2'-0"diameter x 3'-0"deep
concrete footing
9570 SW Barbur Blvd Project Name Macy's Furniture Gallery Monument Sign Project# 200161
AI Suite One Hundred
Portland,OR 97219lb 9300 SW Washington Square, Tigard, Oregon
Location 9 q 9 9
Client Meyer Sign Company of Oregon
MILLER Phone 503.245.1250
CONSULTING Fax 503.246.1395 EWA Off 2/11(20 1 of3
www.miller-se.com By Ck'd Date Page
ENGINEERS
GENERAL
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY
FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE
REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST
INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF
SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL
ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION.
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE
SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY
THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT
THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR
SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW
TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS
SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH
SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE.
THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT
SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND
SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT
OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE
JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS
THE CONTRACT DOCUMENTS SPECIFY OTHERWISE.
NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND
USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE
BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE
DESIGNED BY OTHERS.
IN ACCORDANCE WITH SECTION 1704.2 EXECPTION 1, NO SPECIAL INSPECTIONS ARE REQUIRED FOR [WELDS OR
POST-INSTALLED ANCHORS]AS THE LOADING IS A MINOR FRACTION OF THE CAPACITY OF THESE ELEMENTS.
CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR
THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS.
BUILDING CODE
ALL PHASES OF THE WORK SHALL CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE
2018 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.
�\S� D iPROF� ,0
725 5PE di
w'*.41., . o '.
zz
iso
✓OSEPH
EXPIRES:12-31-2020
9570 SW Barbur Blvd Project Name Macy's Furniture Gallery Monument Sign Project# 200161
AI Suite One Hundred
Portland,OR 97219
Mil 9300 SW Washington Square, Tigard, Oregon
Location 9 q 9 9
Client Meyer Sign Company of Oregon
MILLER Phone 503.246.1250
CONSULTING Fax 503.246.1395 EWA 2/11/20 2 of 3
www.miller-se.com By Ck'd Date Page
ENGINEERS
DESIGN LOADS `S. 9 PROF4c ,
THE 1 OLLOWING ARE THE DESIGN REQUIREMENTS: , aG N f F
STRUCTURAL DESIGN CRITERIA " 72 5PE
RISK CATEGORY II /1611
0
WIND DESIGN DATA •N do O~
BASIC WIND SPEED(3 SEC GUST) 98 MPH / RY a B ' dJ�Q
EXPOSURE B ✓OSEPH '
EXPIRES:12-31-2020
FOOTINGS
FOUNDATION CRITERIA
CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY CORRECTIONS TO
PLACE THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT PER AMERICAN SOCIETY FOR TESTING AND MATERIALS, ASTM D698 (STANDARD PROCTOR),
OR ASTM D1557 (MODIFIED PROCTOR). THE COMPACTION SHALL BE VERIFIED BY A QUALIFIED INSPECTOR
APPROVED BY THE BUILDING OFFICIAL. COMPACTED STRUCTURAL FILL FOR DEPTHS GREATER THAN 12 INCHES
SHALL COMPLY WITH PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT. ASSUMED SOIL BEARING PRESSURE
1500 POUNDS PER SQUARE FOOT(PSF).
CONCRETE
CONCRETE
MIXING, PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE
INSTITUTE, ACI 318 AND IBC CHAPTER 19. CONCRETE SHALL BE 2500 POUNDS PER SQUARE INCH (PSI) MINIMUM AT
28 DAYS.
STRUCTURAL STEEL
STRUCTURAL STEEL
ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A992 FOR W-SECTIONS AND ASTM A36 FOR ALL
OTHER SECTIONS, PLATES AND BARS. ALL RECTANGULAR HSS SECTIONS SHALL BE ASTM A500, GRADE B, FY= 46000
PSI AND ALL ROUND HSS SECTIONS SHALL BE ASTM A500, GRADE B, FY = 42000 PSI. ALL STRUCTURAL STEEL PIPE
SHALL BE ASTM A53, GRADE B, TYPE E OR S, FY= 35000 PSI. ALL STEEL IN CONTACT WITH ALUMINUM TO BE
STAINLESS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION.
UNLESS NOTED OTHERWISE, ALL BOLTS TO BE ASTM A307 AND ALL ANCHOR RODS TO BE ASTM F1554 GRADE 36,
WITH MATCHING NUTS. ALL FASTENERS IN CONTACT WITH ALUMINUM TO BE TYPE 304 STAINLESS STEEL WITH
MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A
SNUG TIGHT CONDITION PER RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR
STRUCTURAL JOINTS, SECTION 8.1.
ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMER, EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE
OR MASONRY. EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS. ALL ZINC (GALV.) COATINGS ON IRON
AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO CONFORM TO
ASTM A780. ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH COAT OF RUST INHIBITING PAINT, COLOR BY
OWNER.
ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1 USING E70XX ELECTRODES. WELD
LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL
CONSTRUCTION (AISC). WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS FOR WELD TYPES
SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING
JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL
DRAWINGS. ALL WELDS SHALL RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED.
9570 SW Barbur Blvd Project Name Macy's Furniture Gallery Monument Sign Project# 200161
Suite One Hundred
Et Portland,OR 97219 9300 SW Washington Square, Tigard, Oregon
Location 9 G g 9
Client Meyer Sign Company of Oregon
MILLER Phone 503.246.1250
CONSULTING Fax 503.246.1395 EWA 2/11/20 30t3
www.miller-se.com By --- Ck'd Date Page
ENGINEERS
SCOPE OF WORK:
Manufacture & Install:
3"i1" 1' 4" i1"3" One (1) Double Faced Monument Sign
6' -8" 1' _ 0" With Halo Lit Reverse Pan Channel Letters
Construction
_ _ Aluminum Construction
Logo & Copy
Reverse Pan Channel Letters
3"Aluminum Returns
T ..
I Aluminum Faces
M
White LED Halo Illumination
. Paint Big Star Logo & Reveal
co fl:fFURNITURE GALLERY
I Paint Letters &Small Star
Black
Paint- Cabinet
White
NliP t
III ,
. yy
S Wr mod " e- ' i t,, F '
, ns pie * e, '' r:
Sign ° •-
Sign Area: 24.5 Sq Ft k .. #
Scale: 3/4" = 1' - 0" . :
O.< : '
x r
mac s =�
iSTOP Y"_ � I FURNITURE GALLERY
� l�
*mocys
-
FURNITURE GALLERY
t.;ITY OF TIGARD
Approved by Planning s
Date: 2-
initials: �.L
,,...„_ . ... ..... _....,,. .. DMacy's Furniture Gallery Sign INITIALS
APPROVAL
� � Mem Sop Company s cower Pampas on
eei� � � An in'i rimeprintingon no*or compiler manor displayh
`� sales@meyerslgnco.com PROJECT. Macy's Furniture Gallery-Tigard ACCT.MGR.Frank Moore rn.:.°ww wm'd,a al tom peep w
shown
i+(1. www.meyerslgnco.com ADDRESS: 9300 SW Washington Square Road SHOP MGR: r.,m.,,.ear..a� ,I Hew s,.c.ro...Thou Cdonshown mthurtMurhanhr numninm�purposesun
�•!� hone: 503 620-8200 Tigard,OR 97086 DESIGNER. JC LANDLORD APPROVAL your
uryrytlw ea ured,coped wn1 by°i euwmtw ' P Pwl
P <ennot wetly 1u71krte rho we color of the motorists '/,��
D A T E ' 10/10i19 n.n.a vi1a ivip o,.p lmond own°p M°°°nm10' minexmdd u
OF fax. 503 620-7074 n.r.sir c.ro.n m uiy°•. prm°ramp proms.
- -- -- INITIALS DATE • `
Scale = 1/4" = 10' --
N
4, __
I = Property Line IViacy's
Furniture Gallery
-\\\\:\\\\
. .....
as
—
Proposed Monument
Sign
1I
�[ it OF TIGARD
Approved by Planning
SW Hall Blvd. Date: 2-21-207,0
Initials: SC
4.
sales®me ersi nco.cam FILE INFO: REVISIONS: CUSTOMER APPROVAL:
Y 8 PROJECT: Macy�S Tigard ACC7.MGR: _ M. u an gn utheu unpublished sawing created in,D 1E: BY: ��y nned I 'Mention:
DRAWING:A nt i n c: for b specimpae needs
of Meye end r
the
WWW.meyersignco.com ADDRESS: 9009 SW Hall Blvd SHOP MGR I" INmAEs DATE These
specific a shown
n iOlde yam
Cnln sshewn on fhb nter.partwork cepi representational computer
monitor display
.0�{ ��-�y'��' phone: 503 620-8200 PHONE: Tigard, OR SCALE : 3- LANDLORD APPROVAL: n'� drawhiga are not ro be shown amide yam An Inkjet printer,printing on copier or computer monitor display
n `-" .rLM D A T E t- Nay a`rizednreproduced.hefts an" d cannot exactly duplicate the true color the materials used��
fax: 503 620-7074 DESIGNER , SHEET OF s mmeyer Sign company mraayoaregon. n (IVnI
In the actual sign makingmess.
I6- INm. LS DATE
• ♦ 0