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SGN2019-00091
CITY OF TIGARD SIGN PERMIT i '1 - Permit#: SGN2019-00091 COMMUNITY DEVELOPMENT Date Issued: 08/19/2019 T E G A li 1) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 1 S136DA02400 Jurisdiction: Tigard Name of Business: Extra Space Storage Business Address: 11123 SW 68TH PKWY Applicant/Agent: Miller, Dick Work Description: New freestanding sign, approximately 45 square feet. The sign will be internally lit. Permanent: Yes Freestanding: Yes Freeway: No Temporary: Wall: No Electronic: No Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 5.4'x 8.25' Total Sign Area: 45 Wall Area: 0 Wall Face(Direction): Sign Height: 6 ft. Projection From Wall: 0 in. Illumination: Internal Materials: Aluminum,Acrylic, LED, Electrical Permit Required: Yes Building Permit Required: Yes Total Permit Fee: $228.00 Conditions: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. Approved By: ; Permittee Signature: �' 1114 City of Tigard RECEIVED COMMUNITY DEVELOPMENT DEPARTMENT i , ,, Sign Permit Application AU G. 19 2019 CITY OF TIGAR RING SIGN LOCATION REQUIRED SUBMITTAL Address: ()P.-3-3 5,,,,4)tyv 1>git tvo-�J Suite#:.,_.__ �... _ .....__. ELEMENTS City/state: „�1d 3-=-�1.®r12. Zip: 5'7 a"' ❑ 2 copies of elevations on SWJz"all" Tenant or business: rm.%"�TIztc SPV F �Tl.)11Z14eCa1e or 11"a 17"pages(Wall sign ,...1elevations must include dimensions Property owner name:I j"C '' Q> of sign and wall face and show the t, / location of sign on the wall. Address: Jfi i ~t'a j /.i tis,$� I t Freestanding sign elevations must City/state: '` " -� { S + Zip: be drawn to scale.) Phone: y Email: 0 2 copies of site/plot plan,drawn 0 3C to scale,on`d'/z"x 11'or 11"x 17" pages(not required for wall signs) Sign contractor: tiaill ea- $/ 0 List or diagram of all existing sign Address: d+ 151,+& PCS .. , dimensions and square footage City/state: 1/f .10.)1,)ve re w 11., Zip:Maio/ _ 0 Application Fee Phone;362k,f3.-ir 775 l~ntaf df 1;/ ' r tiff, ,40,,6 , e ' ri NOTES: CCB License#:4.342,„„Q_____ Expiration date: Contact person: .,C)114-K JO/, il?- Freestanding signs over 6 ft.in height --� - - and walls signs of which any element weighs 20 lbs.or more require a 5 S 5 building permit for construction. i(0building 111Th l�f t�1xtGte: items]n this section) If any element of a wall sign weighs L J 70 lbs.or more,plans must be prepared TYPE (Check all that apply) by a structural engineer. %I New sign Freestanding ❑ Electrical • Building permits require 2 sets of ❑ Alteration to fitt.Wall construction drawings and,if sign is ❑ Freeway existing sign freestanding,2 copies of site/plot plan ❑ Roof ❑ Other and 2 sets of engineering must be Sign#: submitted with building permit . _.� _.__ application. t+ Sign dimensionL�j:.4 _(h) x_(w) t'?l isq.ft, sign area New sign44,5q.ft. + Existing sign area 0,sq.ft.=_Total ` Total sign asci 'q-ft. 2 „wilding face sq.ft._ %of bldg facecoc Zn r . Height to top of sign:42 ft.Projection from wall N/kin. Ittlitteri iltise No i Matenats:'{11iu „�n,4...,A Lc +.0A,Q4/4 LE L 2-t Is the sign under 20 lbs.? Yes ❑ No ` (Building Penni:required if over 20 lbs.) AppliDirection wall faces (circle one)! +4 S E W NE NW SE SWc' tion 1 I L4r_._.._...., - Dikm . 15.�,C+ ( Will the sign have illumination? I . Yes 0 No j If yes,what type: %, Internal 0 External I ' •^° 4*” City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 2 -.� c - ,1„.61-T Pz-,7 05 _ - 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. SIGNA RS. of i owner of the subject property required. , ,.. ,7161Z-All 1 1-1-ii/2-- - . "--/53/?119 pottcant"tt ignaturc Print name Date( 47 ° ,,„....,.. Owner's siguat:i Print nane Date Owner's signature Print name Date SIGN PERMIT APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-orgov • 503-718-2421 • Page 2 of 2 RECEIVED AUG 1 9 2019 CITY OF TIGARD PLANNING/ENGINEERING 1-23-19 Tigard OR. Sign permit review. RE: Extra Space Storage 11123 SW 68th Parkway. Tigard, OR 97223 Gentlemen: Please accept this letter as my authorization to allow Vixxo/US Signs and their agents, to apply for permits on the above location and install signage at the above address. They have our permission to use our design art package 182411 for the purpose of permits and installation. Owner Name : Extra Space Storage- Owner Address: 2795 E. Cottonwood Pkwy#300 _Salt Lake City, UT._84121 Contact _James Thompson Property Owner Name : RPC Tigard 68, LLC - 2101 Cedar Springs Road,#1600 Dallas,TX 75201 Contact Should you have questions, please give me a call at : 801-365-4542 Signature: /)( �( Date I` -PHI 1I SITE NSQUARE FEET SIGN ExtraSpace RECEIVED 246.23 Storage. AUG 19 2019 SIGN CITY OF TIGARD © 3.4 Address PLANNING/ENGINEERING Tigard,OR SIGN SIGN 11123 SW 68th Parkway V © SIGN city Tigard traswe E 138.51 State OR 97223 rr//ii © t'. Account Representative: > wA r SIGN R.cox t. r., 188.52 This design and engineering is g�g "iLv?. - Storage. submitted as our proposal,and i s, p„y (:. the right to use or exhibit in any s vM`, form,is not authorized without ,zi ' ' r • „.. �,,,. SIGNv ' written permission by Vixxo. 9 SIGN SIGNc Notes E t^ w - - *Site plan missing 1 "'` � • • © ExtraSpace 31 * ' :r ••• _ Storage. #f" 4 ! ,. yDesigner J.STRANGEhea i ♦ t Design# Vx182411 R4 IN TAX LOT 2460 Original Date 8/27/18 to iw+s t +40101,3hfk 4 Revision Date 06/28/19 '' APO,410 ACi SIGN 1. .» +, ai �: '.t ' tll� eModa dthap,::=7:,117-" proved y •• ISL 1 LISTED z I '' °All electrlcai mmpone t hall be U.l Listed. ' _ C rl Sign shall be grounded p N E C.A ii le 150. y II" z s } ""4 Isulatd d p NECC de 310.8. f I"'e.x - type t be d- t II sulatetl sealllle. Z ye3e." '.""" Fr Discon ecl.vetch as p.r N.E-G.Cade 600.6. .:. tk,,,,,,,\\,:toi t ie` r L' " , , ,, yvsxxo Sign&Lighting 2:9 b_.le - 'I armLn o6airst nas.� ;'1',7='':,7,',,7:0`=',::,V:.,7=`:, RECEIVED AUG 192019 CITY OF TIGARD PLANNING/ENGINEERING DocuSign Envelope ID 55627328-F3CE-46D5-9A92-0515E9D5B7DD ME#: 44326 j * Engineering MONUMENT SIGN SCALE:3/8"=l' SIGN V STRUCTu NAL:IGN DESIGN ENGINEERIR0 SERVICES Ph:i281I 813743 �� ��- Fax(.88171 306 Ext p1� ., 2 Emelt:sean@signs rus ures o WebWV AN w_s g r a A C�.-age i r � 3. r:, ExSpace _Dje — Address:11123 SW 68TH PKWY B Storage® _E Ci y/State:TIGARD,OR Client:VIXXO RETAINEIil 3.50"Dia.-.216' ENGINEERING OF Steel Support Pipe VERTICAL SUPPORT AND 6O, 1 F NO CABINEETTION ENNGINEERING I PROVIDED OR IMPLIED. tai Drawing. 1443261 AB DIMENSIONS SPECIFICATIONS SIDE SECTION VIEW : A ( B C i NC Firm Registration F-1136 E F RETAINER SQ/FT © .080.ALUMINUM CABINET PAINTED 1 Oregon License Number 80417PE SW 7067 CITY SCAPE 1111H ��g�� Oregon Expiration Date:/2/31/2020 © ALUMINUM RETAINER SYSTEM PAINTED TO MATCH CABINET 6 �� The eledromcseal aopearirg onth6 document was (ADDITIONAL CLIPS AS NEEDED TO ENSURE SMOOTH) .( vthorizeb by Sean M.McFaIand.PE on May 14,2019. 8'-3" 3'-87/8") 2'-2%" 115/8" I 1'-13/8"Ii 4'-2" 1 1/4" 31 © POLE COVER PAINTED SW 7067 CITY SCAPE Date 5-14-2019 { WHITE LEXAN FACE WITH APPLIED IC * ` 9�rI VINYL GRAPHICS(SEE SCHEDULE) ' I Sheet* 10 OF 11 .,,,,‘,„r, J X / V z` © VIKXO APPROVED LED I' tic ,..--,4-t J LIGHTING SYSTEM. 5 I I t ::::::: 0STRUCTURE SUPPORT BRACKETW/WIREWAY G .4 �5. I4S E© ELECTRONIC POWER SUPPLY 0p 7 f COLOR SCHEDULE I Do SI d by f moilT,— S(At, MG 'avtalk,) GRE 1E' WHITE 1BD 4704 ce54GREGON ^ v #2500-106 SW 7067 PMS BLACK 0e (lb 8 2.° 4? 4?eRILLIAN*120V CIRCUITS ARE REQUIRED FOR ALL /4, P SIGNS M McfPR''N EXPIRES:12/31/2020 CITY OF TIGARD Approve by Planning Date: tOt Lel( til 1 Initials: A/ DocuSign Envelope ID:55627328-F3CE-46D5-9A92-0515E9D5B7DD ME#: 44326 MEngineering slaucrua.�s ry oesinry Er+uirvcearvo scavic Ee Ph.(281)813-7439 Fax(888)712-5364 Email:sean@lsignstructures.mm Web.www.signstmctures.mm FOOTING MAY BE UP TO 6" EXTRA SPACE STORAGE FINAL GRADE Ili BELOW GRADE. Add ess.11123 SW68TH PKWY i IIII-IIII III—IIII DocuSign Envelope ID:55627328-F3CE-46D5-9A92-0515E9D5B7DD Date: 5/14/19 City, State: Tigard, OR SHEET: 1 OF 3 Client: Vixxo Overall Height: 5'-0" Sean M. McFarland, P.E. Sign: Extra Space Storage Wind Speed 110 mph McFarland Engineering Sign Description 11123 SW 68th Pkwy Table of Contents #Columns: 1 Content: Page ME Job: 44326 Design Loads 1 Sign: 6 ULTIMATE LOADS Support Design 1-2 Height: 5'-0" 42 KSI STEEL PIPE General Notes 3 Width: 8'-3" Structural Variables and Code Loading Specifications Cabinet Type: Miscellaneous • Code: 2014 OSSC/2012 IBC V Structural Section: steel Pipe-42000ps1 • Wind Speed: iia • Number of Zones: 2 • Wind Exposure: c • Wind Loads Per ASCE 7-10 Sign Sections: (�Docusigned by: ' P S t,A.ln, �, F Cabinet Wt. Weight Transition 5 c 1 F ss/ 1BOP is,.- _5 Q C3 Zone Per Sq. Ft. (Y or N) . 80417 PE 1.• 1 20 IF 7.6#/FT 2 15 V 7.6#/FT y 3 0 _ OREGON 4 0 Nr. �(Iii/ �Ikery 8 200 4O 5 0 ,, �di McF AP\'P 6 0 • EXPIRES: 12/31/2020 7 0 • State License: Oregon - 80417PE 8 0 • Geometry: Top *Approx. Width Approx. Zone Elevation Height Width Pressure Force Weight 1 5.00 FT 3.75 FT 7.01 FT * 25.17 PSF 0.66 K 554# 2 1.25 FT 1.25 FT 4.17 FT* 24.38 PSF 0.13 K 88# Total Wind Force= 0.79 K 642# DociSign Envelope ID:55627328-F3CE-46D5-9A92-0515E9D5B7DD Date: 5/14/19 City, State: Tigard,OR SHEET: 2 OF 3 Client: Vixxo Overall Height: 5'-0" Sean M. McFarland, P.E. Sign: Extra Space Storage Wind Speed 110 mph McFarland Engineering 11123 SW 68th Pkwy ME Job: 44326 Sign:6 Moments at Transitions: Lateral 2 Zone Force Mom. Arm 1 0.66K 3.13 FT 2 0.13K 0.63 FT 2.15 K-FT Section Properties: .93 IN^3 Structural Sections to be used: Pipe Zone Option Dim. Wall t. Weight Sxx d/t Sxx Req'd 2 Pipe 3.50 IN 0.216 IN 7.6#/FT 1,62 IN^3 16.20 0.93 IN^3 Structure Required # Wall Req'd Size Thickness 1 3.50 IN 0.216 IN DomSign Envelope ID: 55627328-F3CE-46D5-9A92-0515E9D5B7DD Date: 5/14/19 City, State: Tigard,OR SHEET: 3 OF 3 Client: Vixxo Overall Height: 5'-0" Sean M. McFarland, P.E. Sign: Extra Space Storage Wind Speed 110 mph McFarland Engineering 11123 SW 68th Pkwy ME Job 44326 Sign:6 Pier Footing Pier Footing Design: Select the footing and soil type: d =A/2 * (1 + (1 + (4.36 * h)/A)^1/2)) Footing: Round ql where A= (2.34 * P) /(S1 * b) Vert. Soil Bearing (psf): ;1500 mi Lat. Soil Bearing (psf): 150 r Mmax = 2,148#-FT Pmax (Lateral) = 789# LSBP = 150 PCF S1 = 453 PCF X d d = 1.500 FT A= 2.72 FT^2 h = 2.722 FT d = 4.506 FT USE: 1.50 FT. RND. X 4.75 FT DEEP PIER Soil Bearing Check: DLmax = 642 LBS Area of Footing = 1.77 FTA2 Actural SBP = 363 PSF Allowable SBP = 1,125 PSF (Includes code allowed 20% increase for every foot of footing below 12" into natural grade.) 363 PSF < 1,125 PSF THEREFORE OK General Notes 1 Contractor shall verify all dimensions and conditions on job site 2 Structural steel pipe shall conform to ASTM A53 grade B type E or S. Fy=35 ksi min. 3 Structural steel tube shall conform to ASTM A500 grade B. Fy=46 ksi min. 4 Structural steel shapes and plates shall conform to ASTM A36. 5 Welding shall conform to AISC specs or local codes and performed by certified welder using arc process E70XX electrodes. 6 Isolate Aluminum from Steel 7 All bolt holes to be drilled or punched. 8 2500 psi(min)28-day Concrete Compressive Strength 9 All electrical work to conform to the requirements of UL48 and section 600 of NEC. 10 UL and Data labels required 11 Sign to be a minimum of 6-ft horizontal& 12-ft vertical from high voltage wires. 12 If there is no stub pipe to be used in the top cabinet,the supporting member immediately below the stub pipe shown can be extended to the top of the uppermost cabinet. 13 All Pipe sizes shown are minimum sizes. Pipe with a larger diameter and/or greater Sxx may be substituted 14 All structural lengths required are approximations only. Actual length may vary slightly depending on sign cabinet conditions.