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SGN2016-00107
CITY OF TIGARD SIGN PERMIT : I Permit#: SGN2016-00107 COMMUNITY DEVELOPMENT Date Issued: 11/01/2016 T I(.A Ii 1) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 1S135BA00102 Jurisdiction: Name of Business: Costa Vida Business Address: 10124 SW WASHINGTON SQUARE RD Applicant/Agent: Oregon CV Resturants LLC, Work Description: New sign permit for costa vida in WA square Permanent: Yes Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 30x 115 Total Sign Area: 63.5 Wall Area: 516 Wall Face(Direction): South Sign Height: 13.5 ft. Projection From Wall: 14 in. Illumination: Internal Materials: 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: /11 i I/6 Permittee Signature: �,C ` •. /�% %�1� City of Tigard ° COMMUNITY DEVELOPMENT DEPARTMENTPREARTO 1 2016 ED Sign Permit Application CITY OF TIGARD TIGARD • _� 1NGENGINFERING SIGN LOCATION REQUIRED SUBMITTAL Address: (GI 1 2K g4 WA.sa."fmcow Q(3Suite #: 40‘7 ELEMENTS City/state: T, 2.4-ah . Ok Zip: 7 7 2 2 3 l4 2 copies of elevations on 81/2"x 11" Tenant or business: Cos7'a i/s bA or 11"x 17"pages(Wall sign elevations must include dimensions of Property owner name: ©,g a Gre n -C V R Ecr ok location osign S (C C and wall n e d show the of sign oon thewall. Address: /Y S`{S SW M vA Ay Si/v c-S b A ire. Freestanding sign elevations must City/state: ..a. 64✓eAr-v.0 , c9R Zip: 97007 be drawn to scale.) Phone: .50-N 7 4&___5_/.3.6 Email: 6 2 copies of site/plot plan,drawn to scale,on 81/2"x11"or 11"x 17" pages(not required for wall signs) Sign contractor: s r ai N C7 v y 5 Li List or diagram of all existing sign Address: dimensions and square footage City/state: Pr--7 tc...4 l' 6R Zip: KApplication Fee Phone: Email: CCB License#: Expiration date: NOTES: • Freestanding signs over 6 ft.in height Contact person: 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. ❑/ New sign ❑ Freestanding LI-- Electrical • Building permits require 2 sets of PJ Alteration to ❑ Freeway Wall construction drawings and,if sign is i freestanding,2 copies of site/plot plan existing sign ElRoof ❑ Other and 2 sets of engineering must be Sign #• submitted with building permit application. Sign dimensions: 30 (h) x (i C (w) = 2-r sq.ft. sign area New sign:(,31S sq.ft. + Existing sign area Csq.ft. =6:3_5 Total FOR STAFFgUSF. ONLY Total sign area: 4/6 sq.ft./ 5t 6 building face sq.ft.= 1 Z.. %of bldg face Case No.: 6N 2-016 00 '7 ID ! Height to topof sign: (S• (ft.Projection from wall: l K in. g1 Related Case No.(s): Materials: Fee: 'V2-'6°i Application accepted: r Is the sign under 20 lbs.? Li Yes ❑i No Br $41b Date r t�1 Bit (Building Permit required if over 20 lbs) Application determined complete: Direction wall faces(circle one): N /E W NE NW SE SW / Will the sign have illumination? L� Yes ❑ No By: WIDate: (/ f If yes,what type: [I Internal ❑ External I:\\UAttN\Masters\landUseApplications Rev.03/03/2015 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 ovmec 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. SIGN• URES of each owner of the subject property required. T3im,s 6 AC:t c Acce osnN 11-1-14 Applicant's signature Print name Date AA-IA/4 At4ktP✓ Pak(ccAn- HYk , t soul 11-146 O� 's signature Print name Date / Jessica C. , itad&&1 /1/i lb O ner's signa Print name Date SIGN PERMIT APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 2 a a a — 3 X90 0 I N QQ sa f^��, r hY RE 2AY . m p • >a 1 T '5 b8 . , 5 bz 1 a - fg 1 o, 4 4 — a 4 L- 1._____J ,,� 7 --- J • • • • (i) co, rzu< • • • • a: 3 rn x H /.A 2 C 01 7D$ IA t- r , 2.r , SP , z-Ir n n 1 5 G D r+ °' Fm 'a i •u, O n / r-,.. 4 C) tL E V- =• v 0 illtil 0 THIS DOCUMENT.THE IDEAS AND THEDESIGNSINCORPORATED HEREIN.IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND PROPERTY OF OREGON ARCHITECTURE INC.,AND IS NOI IO HE USED IN WHOLE AC IN I•CII T.ION ANY OTHER PROJECT.WITHOUT THE WRITTEN AUTHORIZATION OF OREGON ARCHITECTURE INC. COPYRIGHT 2016. '0 * ? b PROPOSED SEW RETAIL DEVELOPMENT I ,l Daniel Richardson I gOREGON Oregon-CV Restaurants,LLC 01 Y s COSTA VIDA ARCHITECTURE g NiN "�� ». r S 14845 SW Murray Sholls Drive 022,West Street Beaverton,Oregon 97007 10124 SW WASHINGTON SQUARE RD Medford OE.ROH 27501TIGARD,OR 97223 PH.E41 772-4372 1 OREGONARCHITECTURE.l2 1 a in Za, L,21 G) ,inti °a Fin Outdoor Signage Andresen Costa Vida Pan Channel Letters on Raceway .i. STANDARD FEATURES: •Exterior Cabinets:Black 0.40 aluminum returns-5"with 0.63 aluminum back&1"x1"angle for structure •1"Black trim cap •Faces:Orange,Green&White Acrylic (Note:White Acrylic will have Vinyl overlay for logo) •Illumination:L.E.D.Lighting •Raceway:Black 0.63 aluminum with 0.25"x2"aluminum plate for mounting •Backing Plate:0.100 aluminum with baked on finish-color:Silver •Logo Mount:0.63 Black aluminum with 3/8"hardware&0.25"x2"aluminum plate for mounting to raceway INSTALLATION: •Mounted through stucco to wood wall into studs f 3/8"x 4"Steel Lag Bolts 3/8"All Thread and Strut •Mounted through rock wall into wood studs 3/8"x 4"Steel Lag Bolts 3/8"All Thread and Strut ELECTRICAL: •Carries UL listings �. CoJstaVidd toxzc :N ��RILL_Lt -,--T7,1.-- fi- ir q; I „ye:, .4. . , .• 4 Aiti rki:„..1' . * . ar :i t,7,-,,,,,,,,,:,-.,.,, ii.: , 4,... ::.H.,14, i a } - .4f, ! ,,,A ',._'kW : } t 1 /GN GU YS WWW.THESIGNGUVS.GRG Outdoor Signage Andresen Costa Vida Pan Channel Letters on Raceway ._] L STANDARD FEATURES: — — O •Exterior Cabinets:Black 0.40 aluminum returns-5"with 0.63 aluminum back&1"x1"angle for structure •1"Black trim cap •Faces:Orange,Green&White Acrylic (Note:White Acrylic will have Vinyl overlay for logo) •Illumination:L.E.D.Lighting [1S 0 0 (1 •Raceway:Black 0.63 aluminum with 0.25"x2"aluminum plate for mounting •Backing Plate:0.100 aluminum with baked on finish-color:Silver •Logo Mount:0.63 Black aluminum with 3/8"hardware&0.25"x2"aluminum plate for mounting to raceway INSTALLATION: 13.5'Tall •Mounted through stucco to wood wall into studs 3/8"x4"Steel Lag Bolts 19.5"Tall 19.75"Tall 19.25"Tall 19.75"Tall 3/8"All Thread and Strut 5"Tall •Mounted through rock wall into wood studs 30.5'Tall31"Tall 3/8"x 4"Steel Lag Bolts 34"Tall 3/8"All Thread and Strut ELECTRICAL: •Carries UL listings 1 Continuous Raceway (goes the entire length of sign) \ •i- 38" DiaWaveLogolja tst 36" x 136" - 35.5 sq ft 1116.1F Fie 111116' _ , ,\..4t T,. _, L _• .c:Y `, _. iim„,ExciA8m Mounting Detail FACIA FASTENERS AS REQUIRED WEATHER-TIGHT ALUMINUM RACEWAY 1"TRIM CAP WITH INTEGRAL MOUNTING FLANGE 2 LI ft ATT'C HE STEEL LAA(ALTS X J� LE.D.LIGHTING �iMI, ATTACHEDFRAMINGEELLAG E 1 I TO MEMBERS 1[1. Tall Letters I ttPOII—_�• PRIWER MARY SOURCE (FRESH MEXICAN GRILL) 3/16'ACRYLIC FACE � I-u- TRANSFORMER WITH DISCONNECT SWITCH OVERALL SIGNAGE SQUARE FOOTAGE = 51 .5 sq.ft. Per Elevation FASTENERS AS REQUIRED id 5"ALUMINUM RETURNS 2f Simpson Strong-Tie®Anchoring and Fastening Systems for Concrete and Masonry SIMPSON Titen HD® Design Information - Masonry Stronerie Titen HD° Allowable Tension and Shear Loads in 8" Lightweight, Medium-Weight and Normal-Weight IBC A El Grout-Filled CMU Elm IIsi® 1p. 4"minimum Critical edge distance edge distance (see load table) Installation Min. Critical Critical Critical Medium-Weight in this area Grout-Filled CMU for reduced Size Bit Embed. Edge End Spacing _ _ - & allowable Values or 8-inchLightweight, Drill or Normal-Weight n Load Shear Load \-:&\,,,,,,,‘/- �� load capacity (mm) Dn Depthiin. in. int. UltimateTensiol - - 1 k. ‘ 1� (mm) (mm) (mm) (mm) Allowable Ultimate i Allowable l rllr I \Ib.(kN) Ib.(kN) Ib. (kN) Ib.(kN) � � � '` Anchor Installed in the Face of the CMU Wall rf4"minimum(See Figure 4) end distance �' e� Critical end 3/a 23/4 12 12 6 2,390 480 4,340 870 f _ distance 3/8 (305) (305) (152) 10.6) (2.1) (19.3) (3.9) '/ III (see load table) (9.5) (70) ( . /.l� •�`0 12 3'/2 1/212 8 3,440 690 6,920 1,385 ► No installation ', ,/2 ! / with 12. 89 (305) (305) (203) (15.3) (3.1) (30.8) (6.2) . , 4.iii ' i. headi loin"of % 5/a 41 12 12 10 5,300 1,060 10,420 2,085 0 (15.9) (114) (305) (305) (254) (23.6) (4.7) (46.4) (9.3) Installations in this area for _C full allowable load capacity 3/4 ,4 5% 12 12 12 7,990 1,600 15,000 3,000 U (19.1) (140) (305) (305) (305) (35.5) (7.1) (66.7) (13.3) C 1.The tabulated allowable loads are based on a safety factor of 5.0 for installations under the IBC and IRC. Figure 4. Shaded Area= Placement for Q 2.Values for 8-inch-wide,lightweight,medium-weight and normal-weight concrete masonry units. Full and Reduced Allowable Load Capacity 3.The masonry units must be fully grouted. in Grout-Filled CMU V 4.The minimum specified compressive strength of masonry,f'm, at 28 days is 1,500 psi. ■NMI 5.Embedment depth is measured from the outside face of the concrete masonry unit. C 6.Allowable loads may be increased 331/3%for short-term loading due to wind or seismic forces where CtS permitted by code. S 7.Grout-filled CMU wall design must satisfy applicable design standards and be capable of withstanding V applied loads. CD 8.Refer to allowable load-adjustment factors for spacing and edge distance on page 200. 2 Titen HD® Allowable Tension and Shear Loads in 8" Lightweight, Medium-Weight and IBC A El * Normal-Weight Hollow CMU an woe 8-inch Hollow CMU Loads Based - ----7. Drill Embed. Min. Min. on CMU Strength 458. Size Bit Depth4 Edge End -4-►) ,„ in. Dia. in. (mm) in. (mm) in. in. #Dist. Dist. Tension Load Shear Load _ - ".. ° (mm) (mm) Ultimate Allowable Ultimate Allowable . CU lb.(kN) lb.(kN) lb.(kN) lb.(kN) o z Anchor Installed in Face Shell(See Figure 5) 0 11110: 3/a 3 13/a 4 4% 720 145 1,240 25041 o (9,5) /8 (45) (102) (117) (3.2) (0.6) (5.5) (1.1)o W 1/2 t 13/4 4 4% 760 150 1,240 250(12.7) /2 (45) (102) (117) (3.4) (0.7) (5.5) (1.1)° 5/8 5/a 13/4 4 4% 800 160 1,240 250 cn (15.9) (45) (102) (117) (3.6) (0.7) (5.5) (1.1) z • 3/a 3/413/4 4 4% 880 175 1,240 250 Figure 5 2 (19.1) (45) (102) (117) (3.9) (0.8) (5.5) (1.1) rn 0 1.The tabulated allowable loads are based on a safety factor of 5.0 for installations under the IBC and IRC. O 2.Values for 8-inch-wide,lightweight,medium-weight and normal-weight concrete masonry units. 0 3.The minimum specified compressive strength of masonry,f'm,at 28 days is 1,500 psi. E 4.Embedment depth is measured from the outside face of the concrete masonry unit and is based on the a anchor being embedded an additional 'h"through 114"thick face shell. O 5.Allowable loads may not be increased for short-term loading due to wind or seismic forces.CMU wall design must satisfy applicable design standards and be capable of withstanding applied loads. 6.Do not use impact wrenches to install in hollow CMU. 7.Set drill to rotation-only mode when drilling into hollow CMU. See page 12 for an explanation of the load table icons. 195