SGN2019-00048 CITY OF TIGARD SIGN PERMIT
a Permit#: SGN2019-00048
COMMUNITY DEVELOPMENT Date Issued: 06/06/2019
TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 2S103DC01100
Jurisdiction: Tigard
Name of Business: Grace Point Community Church
Business Address: 11075 SW GAARDE ST A
Applicant/Agent: MCCORMICK, TONY
Work Description: New 6-foot-tall freestanding sign. Sign face is 32 square feet.
Permanent: Yes Freestanding: Yes Freeway: No
Temporary: Wall: No Electronic: No
Billboard: No Balloon: No
Banner: No A-Board: No
Sign Dimensions: 4'x 8'
Total Sign Area: 32
Wall Area:
Wall Face(Direction):
Sign Height: 6 ft.
Projection From Wall: in.
Illumination: Internal
Materials: Aluminum, Lexan
Electrical Permit Required: Yes
Building Permit Required: No
Total Permit Fee: $218.00
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:
Permittee Signature: � .� , --
RECEIVED
JUN 062O19
' ` City of Tigard CITY OF TIGARD
'.C134,?-;" . PLANNING/ENGINEERING
61
_ a COMMUNITY DEVELOPMENT DEPARTMENT
0:; Sign Permit Application
SIGN LOCATION jj 61-44-4C
REQUIRED SUBMITTAL
Address: // �,.�! Gtr 61--4'4 C t�IT Suite#: Ri.RMENTS
Ci state: .�"/6A F+) Dim-. Zip: 7�,2T �1/ 2 copies of elevations on 8'/z"x 11"
City/state:
'.191 i9Vid r 64)/411 or 11"x 17"pages(Wall sign
Tenant or business:
Ar
elevations must include dimensions
of sign andwall faow the
Property owner name: /1�/ r1 ST e�y l�'-r/ i/ f'�fl�y5 location of sign on the vvalL
Address: /1 t tJ . 4(� /1,4,(. 6t. ,J l , Freestanding sign elevations must
el. i drawn to scale.)
���
City/state: !t(t DA-- lip: 7dy ...!!!
2 copies of site/plot plan,drawn
Phone: Email: to scale,on 81/2"x 11"or 11"x 17"
1t3 L . , '�� C� /ageS(nat required for�vali signs)
Slgn contractor: JodL ' � ist or diagram of all existing sign
Address: 152;45 �' fe-tv 7.,/2•172/ -
g / mensions and square footage
City/state: -- lb/41-4) O/L- Zip: l�+�' T l pplication Fee
Phone: 97/ -D52 -i51d Email: /t1I -ij3-e/1.if-ye?c i Al .L'/iLk NOTES:
CCB License#: 1 Expiration date: g ��yt
�,n C . freestanding signs over 6 ft.in height
Contact person: >"i✓t J �// 1 t 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 clement of a wall sign weighs
70 lbs.or more,plans must be prepared
TYPE (Check all that apply) by a structural engineer.
New sign
i Freestanding ❑ Electrical • Building permits require 2 sets of
❑ Alteration to construction drawings and,if sign is
0 Freeway
1:1 Wall 't'g
existing,sign ❑ Roof 0 Otherfreestanding 2 copies of site/plot plan
and 2 sets of engineering must be
Sign#: submitted with building permit
� _„,.Y� .® application.
Sign dimensions:�� -7 (h) x (w) = U sq.ft. sign area
sign: ,/lam sq.ft.+ gsign 5 Fr R R S1 4FF IJS ONi.?5
I Newsi s Existing area .t�J ,,,,ft...--ffotal 5Z j /�
!Total sign area: sq.ft./___l__building face sq.ft._ %of bldg face Cast. leo,: !9� &160171b1 Height to top of si :_ ft.Projection from wall: in.
ltdatcd Case N (s):
Materials: li l tM l d ilVM_.t 1—l:f i ` 1 et. D
Application acct ted
:
.
Is the sign under 20 lbs.? 0 Yes No _ gy Date: 9
(Building Permit required if over 20lin)
Application detei mined complete:
Direction wall faces(circle one): N S 00 NE NW SE SW {�
By: . I
Will the sign have illumination? Yes
0 Na " Date
If yes,what type: Internal 0 External 1;\Commumry Deveioymentliend use Appikeior6102 r°n°s anti
J
Femvie tts14UseAppl•t Par um/am
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwu: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.
\Vhcn the owner and the applicant axe different people,the applicant must he the purchaser of record or a lessee in possession with written
authorization fmm the owner or an agent of the owner. The owner(s)must sign this application in the space provided on the hack 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 ackn.w)edge that I have read this application,that the information given is correct,that I am the owner
or autho ' d ent of the owner,and that plans submitted are in compliance with the City of Tigard.
SI .NA S of -.ch owner o the subject property re• ired,
r
. et.,. I21 66 � j1(- //
30
Applicant's si• ature Print nam- Date
7Z- 9-- - 4---_/"."'''''---. ----S ItS,PA....a: S 'ner s signature Print name Date
Owner's signature Print name Date Tmm
SIGN PERMIT APPLICATION
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 2
Manufacture & Install New: Internally Illuminated DS Monument Cabinet Sign QTY: 1SPECIFICATIONS
CABINET LIGHTING
'6,iaeeR ,..,:ait.H..) t. . ., ...
WHITE LED
• FACES 3116"LEXAN
VINYL FIRST SURFACE
DEPTH 14"
RECEIVEDCOLORS SEE COLOR KEY
SCOPE OF WORK:
JUN 0 6 2019 MANUFACTURE&INSTALL NEW DOUBLE SIDED,ILLUMINATED CABINET
8,4111 MONUMENT SIGN
CITY OF TIGARD
11
PLANNING/ENGINEERING
COLOR KEY
PAINT _ WHITE
III PAINT BLACK i
. VINYL FULL COLOR DIGITAL PRINT -- i
C1 OF T'IGARD
Approitials:ved by PlaC mg
Date
N /�.
4 '1/ate 7;i??). .
o In
COMMUNITY CHURCH
PROPOSED SIGNAGE
11,..*‘A,,,,:',,_!'•:,t 4*Ifi....Nr.i'.,.,7-;k:19,•; . .,• , ,,-,* .-. '" . 40 •• f- I ft', . ' .
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COMMUNITY CHURCH
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Option 1 3
51 SQUARE FEET
CUSTOMER APPROVAL:
sah I�neo-coo- PROJECT:Grace Point Church_ ACCT.MGR: Rob lt.eiZii2 This is an o ginal unpublished drawing created for
� y P CONCEPT A R T Meyer Sign Company's customer and the project planned Attention:�y�� _arc\ pI0 II 20-8 00 ADDRESS:11 D76.SW GaaLde..Vit. SHOP MGR: Rich Hopkins
INITIALS DATE for the specific needs of Meyer sign customers. Colors shown on this artwork are for representational purposes only.
�/ � These drawings are not to be shown outside your An inkjet printer,printing on copier or computer monitor display
NRENDER#: organization eyeSiynor used,copied,reproduced,or exhibited
phone:: ® ��®-��®® Tigard,OR 97224 R 1 LANDLORD APPROVAL: cannot exactly duplicate the true color of the materials used
° F O R REFERENCE O N LY many way unless authorized in writing by an officer of in the actual sign making process.fax:: S® G�® AO74 DESIGNER: Sam Dantone D A T E 10/2412015
Meyer Sign Company of Oregon. 9 9
INITIALS DATE
;
SITE PLAN
� ' -- t 1107 e S
e ' 5 SW Gaard t.
,., ,' `= T r OR 97224
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Rte.: ` . LOT BOUNDARY 3 4.1'
r� ' i ' p,. .: Description of work:
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. 411 tt * monument s ane area
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'* 'It.(*.'"'''.--/'''it t . k � ' � , s. Lo.. property.
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. 15205 SW 74th Ave
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Contact. Tony McCormick
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Business to receive sign:
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Tigard, OR 97224
'44 1:*'' 4 -v't...."--0,;:41`l':' , '48i1:7,411:F ° F ,` 111111" i ),,,,,:-.41„.''t - Scale: 1 16 = 3'
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SIGN 1 LOCATION 35' 15205 SW 74th Ave
Tigard, OR 97224
(503) 620-8200
_ — permits@meyersignco.com
°oc e µ art .
. Scope of work is for the design of the sign pole and the foundation. ,`53 PRace
See following pages for structural notes. G ) N F /O�
72525PE lI
LOADING:
WIND: ASCE7-10 120 MPH,EXP B MAXIMUM HEIGHT(h)= 6.00 ft ,-?. o ,,
(3 second gust) GUST FACTOR(G)= 0.85 i l'
K1 = 0.00 (ASCE 7-10 Figure 26.8-1) F=qz*G*Cr0.6:(allowable) lF ; o s ' p�'
K2= 1.00 (ASCE 7-10 Figure 26.8-1) Kz qz F(psf) h S`�%SEPH MPs
K3= 1.00 (ASCE 7-10 Figure 26.8-1) 0.57 17.86 = 13.0 0-6 ft
Kzt= 1.00 (ASCE Eqn. 26.8-1) EXPIRES: 12-31-2020
Kd= 0.85 (ASCE 7-10 Table 26.6-1) u U
Cf= 1.43 (ASCE 7-10 Figure 29.4-1)
s= 6.00 ft s/h= 1.00 1 r
-
B= 8.50 ft B/s= 1.42 3" DIA.
0.2*B= 1.70 ft(code offset,for wind load)
offset= 0.00 ft(horizontal cabinet offset) w/5*H SCH. 40
FORCES: o PIPE
Height to Height to Area Wind load Force Height to Moment i
Width bottom(ft) top(ft) (sq.ft.) (psf) (lbs) center(ft) (ft-Ib) c9 1 r
8.00 2.00 6.00 32.0 13.0 417 4.30 1793
8.50 0.00 2.00 17.0 13.0 221 1.30 287
0.00 0.0 13.0 0 0.30 0 - -, J L
0.00 0.0 13.0 0 0.30 0
0.00 0.0 13.0 0 0.30 0
0.00 0.0 13.0 0 0.30 0
0.00 0.0 13.0 0 0.30 0 CONCRETE
E= 638 E= 2080 FOOTING
SIGN POLE: (Single Pole)
Try a 3"SCH40 sign pole 2'-0"
z= 2.19 in3 T= 1085 ft-lb =638*(1.T+0') IDIA.
Fy= 35000 psi Tc= 3601 ft-lb SIG\ L U A T I O
Mx= 2080 ft-lb 0.30>0.2 comb.stresses req.
My= 0 ft-lb Comb.= 0.635 < 1.00 OK NTS
Mc= 3825 ft-lb =35000*2.19/12/1.67
2080 <3825 OK
lUse a PIPE 3"SCH40 sign pole I
____ mil
FOUNDATION CHECK: IA
Mnet= 0.96 k-ft =(2080)/1000-1.12ft-k 1/2" DIA.
BOLT
P= 0.638 k Applied lateral force p
h(effective)= 1.50 ft distance from ground surface to P
q= 300 psf/ft allowable soil-brg., q=2(150)=300* I_i
Footing shape: Circular _ *Allowable w/1/2"movement at groundline
b= 2 ft diameter POLE POCKET CONNECTION
2 ft diameter
b'= 2.00 ft diameter
d(estimated)= 3.50 ft Estimated embedment
Unconstrained Condition volume of concrete= 0.4 yd
S_1 = 350 psf q*d_est/3 footing wt= 1.6 k
A= 2.13 ft 2.34*P*1000/(S_1*b) sign wt= 0.50 k
d= 3.22 ft A/2*(1+(1+4.36*h/A)^.5) Total wt(DL)= 2.15 k
3.22 <3.5'OK eccentricity of load to reaction(e)= 0.52 ft=1.12/2.15
maximum resistive moment available based on soil bearing,Mes.= 1.12 ft-k
Use 2'-0"diameter x 3'-6"deep
3,000 psi concrete footing(designed for 2,500psi)
9570 SW Barbur BlvdProject Name Grace Point Community Church Monument Sign Project# 190500
Suite One Hundred
ES Portland,OR 97219
laLocation 11075 SW Gaarde Street, Tigard, Oregon
Client Meyer Sign Company of Oregon
MILLER - - - - --
Phone 503.246.1250 I
CONSULTING Fax 503.246.1395 CJM L P J 4/29/19 1 of 3
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.
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 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE
2012 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.
,`(cS),D PRk4-
72525PE rI
440/7fe
l<-8✓sSEPH MP`\�.P
EXPIRES: 12-31-2020
9570 SW Barbur Blvd Project Name Grace Point Community Church Monument Sign Project# 190500
Suite One Hundred
as Portland,OR 97219 11075 SW Gaarde Street,Tigard, Oregon
Location
Meyer Sign Company of Oregon
Client
MILLER Phone 503.246.1250
CONSULTING Fax 503.246.1395 CJM LKS- 4/29/19 2 of 3
www.miller-se.com By -- _ Ck'd Date _ _- Page
ENGINEERS
i (c.ED PROFe
DESIGN LOADS `
THE FOLLOWING ARE THE DESIGN REQUIREMENTS: 4„`'GINFF •
STRUCTURAL DESIGN CRITERIA 72525PE P ri
RISK CATEGORY II ►, -��, ,
WIND DESIGN DATA ,� oa
BASIC WIND SPEED(3 SEC GUST) 120 MPH Fs / 0 MP�a�
EXPOSURE B
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 Grace Point Community Church Monument Sign Project# 190500
Suite One Hundred
Art Portland,OR 97219 11075 SW Gaarde Street,Tigard, Oregon
Location
Client Meyer Sign Company of Oregon
MILLER - -- _ _ -
Phone 503.246.1250
CONSULTING Fax 503.246.1395 CJM L p:s4/29/19 3 of 3
www.miller-se.com By — Ck'd Date — Page
ENGINEERS