Permit CITY OF TIGARD BUILDING PERMIT
COMMUNITY DEVELOPMENT Permit#: BUP2015-00095
TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 04/21/2015
Parcel: 2S110AA02800
Jurisdiction: Tigard
Site address: 14055 SW PACIFIC HWY
Project: Elmer's Restaurant Subdivision: CANTERBURY PLACE,AMENDED Lot: 6A
Project Description: Installation of(1)pylon sign,20'in height.
Contractor: SECURITY SIGNS INC Owner: DANNA BROTHERS PROPERTIES LLC
2424 SE HOLGATE BLVD 9800 SE STARK ST
PORTLAND, OR 97202 PORTLAND, OR 97216
PHONE: 503-546-7114 PHONE:
FAX: 503-230-1861
Specifics: FEES
Description Date Amount
Type of Use: COM
Class of Work: OTR Type of Const: Permit Fee-Additions,Alterations, 04/16/2015 $149.75
Demolition
Occupancy Grp: U Occupancy Load: 12%State Surcharge-Building 04/16/2015 $17.97
Dwelling Units: 0 Plan Review 04/16/2015 $97.34
Stories: 0 Height: 0 ft Info Process/Archiving-Sm$0.50(up to 04/16/2015 $5.00
Bedrooms: 0 Bathrooms: 0 11x17)
Value: $5,000 Misc Administration Fee 04/16/2015 $5.00
Floor Areas:
Total Area: 0
Accessory Struct: 0
Basement: 0
Carport: 0
Covered Porch: 0
Deck: 0
Garage: 0
Mezzanine: 0
Total $275.06
Required: Required Items and Reports(Conditions)
Fire Sprinkler: Parapet:
Fire Alarm: Protected Corridors:
Smoke Detectors: Manual Pull Stations:
Accessible Parking: 0
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. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR
952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344.
Issued By: ' Permittee Signature:
•
C 9.4175 by 7:00 a.m.for the next available inspection date.
This permit card shall be kept in a conspicuous place on the job site until completion of the project.
Approved plans are required on the job site at the time of each inspection.
Building Permit Application ��jj ��jj
Commercial REtEIVEP FOR OFFICE USE ONLY
City of Tigard Received p
s
Date/By: /'. Permit No.: Pazyr 95'
13125 SW Hall Blvd.,Tigard,OR 97 RR 7 205 Plan Review ,� j
Phone: 503.718.2439 Fax: 503.5960 Date/By:�W' ►�I I ` 15 Other Permit:
TIGARD Inspection Line: 503.639.4175 Date Ready/B•: ,( Juris: See Page 2 for
Internet: www.tigard-or.gov t,_�'Y OF [WARD Notified/Method:V/5/5' // Supplemental Information
1 I 1 N ,?. i ino/J;�
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TYPE ra ''°1`i-• '; REQUIRED DATA:1-AND 2-FAMILY DWELLING
®New construction ❑Demolition Permit fees*are based on the value of the work performed.
Indicate the value(rounded to the nearest dollar)of all
❑Addition/alteration/replacement El Other: equipment,materials,labor,overhead,and the profit for the
CATEGORY OF CONSTRUCTION work indicated on this application.
❑ I-and 2-family dwelling ®Commercial/industrial Valuation: $
❑Accessory building ❑Multi-family Number of bedrooms:
❑Master builder ❑Other: Number of bathrooms:
JOB SITE INFORMATION AND LOCATION Total number of floors:
Job site address: I Si 055 SE 1?01 G1 F t C H'W i New dwelling area: square feet
City/State/ZIP: VA a re(/ C)Q. c11-2.2.11 Garage/carport area: square feet
Suite/bldg./apt.no.: Project name: E I f .is Covered porch area: square feet
Cross street/directions to job site: Deck area: square feet
Other structure area: square feet
REQUIRED DATA:COMMERCIAL-USE CHECKLIST
Subdivision: Lot no.: Permit fees*are based on the value of the work performed.
Tax map/parcel no.: Indicate the value(rounded to the nearest dollar)of all
equipment,materials,labor,overhead,and the profit for the
DESCRIPTION OF WORK work indicated on this application.
Valuation: $ 5 t 000
Del 1111
•
Existing building area: square feet
*Mount Only* New building area: square feet
❑ PROPERTY OWNER W' TENANT Number of stories:
Name: e 1 wl tiet Type of construction:
Address: i I•i O5 S E Pael;'I,e. Hwy r , Occupancy groups:
City/State/ZIP: T1(a t� G 4122.11 Existing:
Phone:( ) Fax:( )
New:
tEr APPLICANT RI CONTACT PERSON BUILDING PERMIT FEES*
Business name:Security Signs (Please refer to fee schedrrte)
Contact name:Melissa Hayden
Structural plan review fee(or deposit):
Address:2424 SE Holgate Blvd FLS plan review fee(if applicable):
City/State/ZIP:Portland OR 97202 Total fees due upon application:
—
Phone:(503)546.7114 Fax::(503)230.1861 Amount received:
E-mail: Melissa @SecuritySigns.com PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES*
CONTRACTOR Commercial and residential prescriptive installation of
roof-top mounted Photo Voltaic Solar Panel System.
Business name:Security Signs Submit two(2)sets of roof plan with connection details
Address: /111_1.-1 E (�44{... }2 f Vd and fire department access,along with the 2010 Oregon
V Solar Installation Specialty Code checklist.
City/State/ZIP: l7Or4 lobo( o e 2'LL+ Permit fee(includes plan review $180.00
1J �lr ? I ! and administrative fees):
Phone:(SOS) 5 L1(,�-'H Fax:( 0 3) 2 O - f0
State surcharge(12%of permit fee): $21.60
CCB lie.: 122809
Total fee due upon application: $201.60
Authorized signature: / This permit application expires if a permit is not obtained
if within 180 days after it has been accepted as complete.
Print name:Melissa =ayde Date: * Fee methodology set by Tri-County Building Industry
Service Board.
I:\Building\Permits\BUP-COM PermitApp.doc 02/24/2011 440-46131(1 l/02/COM/WEB)
A
J ■
Scope of work is for the design of the sign pole and the foundation.
See following pages for structural notes. ,` EQ PROFFs�,
. LOADING: �\S G l N F /D
DESIGN PER 2012 INTERNATIONAL BUILDING CODE(IBC) �
WIND: ASCE7-10 120 MPH,EXP) B MAXIMUM HEIGHT(h)= 20.00 ft 72525P. ai
(3 second gust) GUST FACTOR(G)= 0.85
' /
K1 = 0.00 (ASCE 7-10 Figure 26.8-1) 1,7- 4:..,,,, o
K2= 1.00 (ASCE 7-10 Figure 26.8-1) F=gz'G'CP0.6:(allowable) / ti° 0
K3= 1.00 (ASCE 7-10 Figure 26.8-1) Kz qz F(psf) h (FS ii SEPIA ' o.
Kzt= 1.00 (ASCE Eqn. 26.8-1) 0.57 17.86 = 16.1 0- 15 ft
Kd= 0.85 (ASCE 7-10 Table 26.6-1) 0.62 19.43 = 17.5 15- 0 n
Cf= 1.77 (ASCE 7-10 Figure 29.5) f EXPIRES:12-31-2016
s= 7.69 ft s/h= 0.38
B= 11.31 ft B/s= 1.47
-
0.2B=1 2.26 ft _ . -
FORCES: i
i - -
Width Height to Height to Area Wind load Force Height to Moment
bottom(It) top(ft) (sq.ft.) (psf) (Ibs) center(ft) (ft-lb)
8.29 19.02 20.00 8.1 17.5 142 19.51 2770
11.31 15.00 19.02 45.5 17.5 797 17.01 13557
11.31 12.85 15.00 24.3 16.1 391 13.93 5445
8.29 12.31 12.85 4.5 16.1 72 12.58 906 f _.__
0.67 0.00 12.31 8.2 16.1 133 6.16 819 i
E= 1535 E= 23497
SIGN POLE: (Single Pole)
Try a 8"SCH40 sign pole
Z= 20.80 in3 T= 3469 ft-lb =1535'2.26'
. M= 23497 ft-lb Tc= 34224 ft-lb
Fy= 35000 psi 0.10 <0.2 torsion can be neglected
Mc= 36327 ft-lb =35000'20.8/1.67/12 -
36327>23497 OK
Use a PIPE 8"SCH40 sign pole .-y
■
FOUNDATION CHECK: i
Mnet= 11.82 k-ft Applied moment from sign minus Mres.
P= 1.535 k Applied lateral force
h,...r„..,= 7.70 ft distance from ground surface to P r t_ - =-
q= 300 psf/ft allowable soil-brg q=2(150)=300' i
Footing shape: Rectangular
b= 5.66 ft diagonal dimension of a 4'sq.footing
d( .tea)= 4.50 ft Estimated embedment
Allowable w/1/2'movement at groundline
Unconstrained Condition volume of concrete= 2.7 yd
S_1 = 450 psf q'd_est/3 footing wt= 10.8 k
A= 1.41 ft 2.34*P*1000/(S_11)) sign wt= 1.34 k
d= 4.22 ft A/2*(1+(1+4.36'h/A)".5) Total wt(DL)= 12.14 k
4.22 <4.5'OK eccentricity of load to reaction(e)= 0.96 ft=11.68/12.14
maximum resistive moment available based on soil bearing.We, = 11.68 ft-k
Use 4'-0"square x4'-6"deep
2500 psi concrete footing
it Suite 9570 SW Batbur Blvd Elmer's Pylon Sign 150304
_ One Hundred Project Name Project#
Po.t aid.OR 97219
Location 14055 SW Pacific Hwy, Tigard, OR
M I L L E R Client Security Signs
Phone 503.246 1250
CONS -t N c Fax 503.246.1 ass By TAK Ck'd ! Date 3/23/15 Page 1 of 3
E G \__ c www.m i IIer-se.com
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 2012 INTERNATIONAL BUILDING CODE, INCLUDING
ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.
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.
PRO,cFss/O
72525P.
tio �
IFS✓i EPH
EXPIRES:12-31-2016
Art 9570 SW Beau!'Blvd Elmer s Pylon Sign 150304
suite One Hundred Project Name Project#
Portard.OR97219
Location 14055 SW Pacific Hwy,Tigard. OR
MILLER Client Security Signs
Phone 503.246.1250 /
c O v S u T ti G Fax 503.246.1395 By TAK Ck,d Date 3/23/15 Page _ 2 of 3
www.miller-se.corn
ESC'' EERS
DESIGN LOADS � Ep`PROF�S�
/D
THE FOLLOWING ARE THE DESIGN REQUIREMENTS: �. . ,
STRUCTURAL DESIGN CRITERIA 72525P
RISK CATEGORY II
WIND DESIGN DATA y /
BASIC WIND SPEED(3 SEC GUST) 120 MPH �! i 0 6;OS
ti
EXPOSURE B Fs 1'SEPH
FOOTINGS EXPIRES:12-31-2016
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).
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 ALUMNIUM 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 Samar aroa Elmer s Pylon Sign 150304
Suite One Hundred Project Name Project#
A Poniard.OR 97249
_ Location 14055 SW Pacific Hwy, Tigard, OR
MILLER Client Security Signs
Phone 503.246.1250 P
C o'S U LT'4 G Fax 503.246.1395 By TAK Ck'd Date 3/23/15 Page 3 of 3
E\G'4EER5 www.mine•_se.com
Location:
Record Type:
Inspection Type:
Result:
Comments:
Inspection Date:
Record ID:
Inspector:
City of Tigard
13125 SW Hall Blvd.
Tigard, OR 97223 Tel: 503.718.2439
14055 SW PACIFIC HWY, TIGARD, OR, 97224
Commercial - Building
299 Final inspection
PASS - No C of O
BUP2015-00095
Chip Barnett
Violation Summary:
Inspector Contractor