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19-104247 Sign '• City of Federal way Permit #:19-104247-00-SG Community Development Dept. 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253)835-3050 Ph:(253)835-2607 Fax:(253)835-2609 Project Name: STARBUCKS Project Address: 33650 21ST AVE SW Parcel Number:930100 0020 Project Description: Installation of(3)illuminated wall signs and(1)clearance bar,(3)directional signs,(1)menu sign,(1)pre-menu sign and order point canopy with digital order screen.Replace existing monument face.Includes electrical connections. • Owner Applicant Contractor JIMMY HEIZERSTARBUCKS COFFEE DAVID BENSONO'SAGE SIGNS LLC OSAGE SIGNS LLC(ELECTRICAL 04) 2401 UTAH AVE S 15107 50TH AVE E OSAGESL8805A(8/8/20) SEATTLE WA 98134 TACOMA WA 98446 15107 50TH AVE E TACOMA WA 98446 • Wall Sign Information Reg.# Sign Type Illuminated #Sign Sign Face Sign Face Building Faces Width(Ft.) Height(Ft.) Elevation Sign A N/A Cabinet Yes 1 5.00 4.00 South Sign B South Channel Letters Yes 1 2.00 2.00 South Sign C N/A Channel Letters Yes 1 2.00 2.00 West Additional Permit Information Comprehensive Plan Designation Neighborhood Business Zoning Designation BN PERMIT EXPIRES Monday,9 March,2020 Permit Issued on Wednesday,September 11,2019 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: Date: / ((‘AP1. ,ti THIS CARD IS TO REMAIN ON-SITE "��` Construction Inspection Record 0 Federal Way INSPECTION REQUESTS:(253)835-3050 9, PERMIT#: 19 104247 00 Address: 33650 21ST AVE SW Project: JIMMY HEIZER FEDERAL WAY WA 98023-7762 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. ,® Footings/Setback(4110) 1•® Final-Electrical(4055) ,/® Final-Sign(4085) , Approved to place concrete Approved Approved By C.Vs Date 01—LS, D1\Ct By�, Date/2^5"i7.,By tW/ Date C 7,/r l ® Attachment(4010) • Approved By�&f Date /07/,- .pZ 2 /,j • • r El Rough Electrical 0 Final ElectricalElRight of Way Approved Approved Approved By Date By Date By Date r RECEIVED • 4141§116,„„. �#. SEP 04 2019 CITY OF SIGN PERMIT FederalOF ' TY OF FEDERAL'NAY UNITY DEVELOPMENT APPLICATION PERMIT NUMBER L 1- I 0 / ( 7_ 5 c.. ... TARGET DATE /0121 i SITE ADDRESS 33650 21st Ave SW, Federal Way, WA 98023 BUSINESS NAME ON SIGN Starbucks ASSESSOR'S TAX PARCEL# 9 3 0 1 0 0 - 0 0 2 0 ZONING D ESIGNATION Commercial ELECTRICAL INCLUDED(Attaching to existing J- box) Yes No PROJECT VALUE $ 15,000 DETAILED PROJECT DESCRIPTION Starbucks new location - 3 wall signs, 8 ground signs , ,L..../pc-Y1'. c7J,. I '7( 7 ) SIGN OWNER: NAME PRIMARY PHONE Starbucks do Jimmy Heizer ( 200 318 -6565 MAILING ADDRESS FAX NUMBER 2401 Utah Ave S ( ) _ CITY STATE ZIP CODE E-MAIL ADDRESS Seattle WA 98134 jheizer ca,starbucks.com CONTRACTOR: NAME OFFICE PHONE O'Sage Signs LLC ( 206) 396 -1036 MAILING ADDRESS CELL PHONE 15107 50th Ave E ( 206 396 - 1036 CITY STATE ZIP CODE E-MAIL ADDRESS Tacoma WA 98446 osagesigns@hotmail.com WA STATE CONTRACTOR'S LICENSE: EXPIRATION DATE: FEDERAL WAY BUSINESS LICENSE: OSAGESL8805A 08/2020 20-13-101713-00-BL APPLICANT NAME PRIMARY PHONE David Benson ( 253) 709 - 1096 MAILING ADDRESS FAX NUMBER 15107 50th Ave E ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS Tacoma WA 98446 i osagesigns.db@hotmail.com PROJECT NAME PRIMARY PHONE E-MAIL ADDRESS: CONTACT David Benson ( 253 ) 709 -1096 osaoesigns.db@hotmail.com I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that lam authorized by the owner of the above premises to perform the work for which the permit application is made SIGNATURE �� _ DATE: 08/15/2019 PRINT NAME David Benson PERMIT CENTER+ 33325 8 TM AVENUE SOUTH +FEDERAL WAY,WA 98003-6325+ 253-835-2607+ FAX:253-835-2609+ permrtcenter(a)cityofederalway.corn PROVIDE THE FOLLOWING INFORMATION FOR EACH PROPOSED SIGN FREE STANDING SIGNS SIGN TYPE SIGN AREA ILLUMINATED? LANDSCAPING TOTAL BASE (Monument,Pedestal,Pole) (#of faces x 2) (square feet) HEIGHT HEIGHT A B C SUBJECT PROPERTY'S FRONTAGE ON PUBLIC RIGHT OF WAY(LINEAR FEET): BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA ILLUMINATED? BUILDING ELEVATION EXPOSED (Cabinet,Channel Letter,Awning,etc.) (N,S,E,W) BUILDING FACE A Cabinet 20/ 7). Y S 1031 B Part 1 -Channel letters/Part 2-Cabinet 22 /7 r� Y S 1031 C Part 1 -Channel letters I Part 2-Cabinet 22 /FS Y W 1224 D E LARGEST EXPOSED BUILDING FACE(SQUARE FEET): 1224 EXEMPT SIGNS SIGN TYPE SIGN AREA SIGN HEIGHT NUMBER OF (Directional,Instructional,tenant panel,etc.) SIGNS E-1 Clearance Bar 2.8 9.5 1 E-2 Directional 3.2 3.9 1 E-3 Directional 3.2 3.9 1 E-4 Directional 2.6 3.9 1 E-s Menu 20.2 5 1 E-6 Pre-Menu 6.7 5 1 :1: Order point canopy with digital order screen 8.9 10 1 Replace existing monument face 18 1 . Bulletin#102-May 3,2016 Page 2 of 3 k:/Handouts/Sign Permit Application MOM ri RECEIVED SEP 0 4 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 1.4 -13 > rn � c;03 � nN � STRUCTURAL CALCULATIONS STARBUCKS #3245 SIGN FOUNDATIONS ,9 `"i N w ;o 336550 21st AVEN o FEDERAL WAY,WA 98023 C -' N N 0nvN •O FOR "' D TUBE ART GROUPv2 0 PROJECT NO. 19469 July 31, 2019 CALCULATIONS BY JAKE GUSTAFSON REVIEWED AND STAMPED BY MICHAEL SZRAMEK, PE, SE • ► W iff immomm Mk A' A MI 11•111M111.11111MINAM MI& All- a IIIMMIMMI A MI A MIL MIMMIAMA MC SQUARED, INC. 1235 EAST 4TH AVENUE, SUITE 101 OLYMPIA,WASHINGTON 98506-4211 (360) 754-9339 FAX (360)352-2044 STRUCTURAL CALCULATIONS FOR STARBUCKS #3245 SIGN FOUNDATIONS 336550 21ST AVE FEDERAL WAY, WA 98023 SITE SPECIFIC LATERAL AND VERTICAL ANALYSIS AND DESIGN (DO NOT REUSE) FOR TUBE ART GROUP PROJECT #19469 BY MC SQUARED, INC. JACOB GUSTAFSON REVIEWED BY MICHAEL SZRAMEK, PE, SE 01.SZ04, so* VV A84, mit Z h Z 1#r Q 43020860 ' '' �� RAL 4:* 1•'S SCOPE: CLIENT REQUESTED STRUCTURAL ENGINEERING TO PROVIDE LATERAL AND VERTICAL ENGINEERING FOR VARIOUS SIGNS AND ATTACHMENTS IN FEDERAL WAY, WA. BASIS OF DESIGN IS DRAWINGS PROVIDED BY CLIENT. NO ANALYSIS AND DESIGN OF BRACING, TEMPORARY OR PERMANENT, REQUESTED OR CONDUCTED. ALL BRACING, TEMPORARY AND PERMANENT, SHALL BE RESPONSIBILITY OF CONTRACTOR. LOADS: 2015 IBC/ASCE 7-10 VERTICAL: DL = 5 TO 25 PSF FOR VARIOUS COMPONENTS LATERAL: WIND: 2015 IBC, PER ASCE 7-10, SECTION 26. RISK CATEGORY II, ENCLOSED, 110 MPH EXPOSURE B. SEE ATTACHED WIND CALCULATIONS. APPROX. MEAN ROOF HT = 10' SEISMIC: 2015 IBC, PER ASCE 7-10, SECTION 12, RISK CATEGORY II, IMPORTANCE FACTOR I = 1.0, SITE CLASSIFICATION D, DESIGN CATEGORY D R= 1.5 CANTILEVERED COLUMNS, USE BOTH DIRECTIONS. COEFF= 0.749 STRENGTH LEVEL, 0.535 SERVICE SOILS: ASSUMED VALUES PER TABLE 1806.2, 2015 IBC Qa = 1500 PSF. 7/2912019 U.S.Seismic Design Maps OSH PD - istAl 33650 21st Ave SW, Federal Way, WA 98023, USA Latitude, Longitude: 47.2993274, -122.3603089 SW 336th St 9 SW Campus Dr The UPS Store ›' United States Postal, C)ol7urle:� ; Pizza Service - Twin Lakes 9 9 Safeway v, Saghalie Par Rite Aid Fred Meyer Fuel Center SW 337th PI TAF@Saghalie ,N • SW 338th St Go le Fred Meyer 9 Map data©2019 Date 7/29/2019,4:08:15 PM Design Code Reference Document ASCE7-10 Risk Category Site Class D-Stiff Soil Type Value Description SS 1.297 MCER ground motion.(for 0.2 second period) S1 0.5 MCER ground motion.(for 1.0s period) SMS 1.297 Site-modified spectral acceleration value SM1 0.75 Site-modified spectral acceleration value SOS 0.864 Numeric seismic design value at 0.2 second SA SD1 0.5 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.5 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.5 Site modified peak ground acceleration T1 6 Long-period transition period in seconds SsRT 1.297 Probabilistic risk-targeted ground motion.(0.2 second) SsUH t303 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1RT 0.5 Probabilistic risk-targeted ground motion.(1.0 second) Si UH 0.521 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1 D 0.6 Factored deterministic acceleration value.(1.0 second) - PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.995 Mapped value of the risk coefficient at short periods CR1 0.959 Mapped value of the risk coefficient at a period of 1 s https://seismicmaps.org 1/2 MC SQUARED, INC. Job: OLYMPIA, ix lszolse� 98506 mouSheet: By: nnd •s i IPA' 41 - -1 T ii I- - i 1 i ii• -111 _ yorte,..._ , im, ,i---- • 1.- - - Il • 1 _ • =lc IR - I I I 4m !ii. �_ 1 • Ito,eg FIE . I : of 4. 0 pp0 N ND ct P., ria = T S a \1 < 11 w .. VII \\ - \N-f) k Q e v I1 n 3 1\ i \ 1) j' r_? , c> - 8 ,6 i 3- lL a 0 c9 V Z v + v v0 M v. - N 6 rt ci W z uN l " ► 0 1 ��\ m '\ >> c- CC y 7,4; ci) v) i,-\" 6 Li... C� MX t 3 ' 0av1 a 1 1 1 1 1 1 1 1 1 1 O MC SQUARED, INC. Job: OLYMPIA,WASHINGTON 98506 (360)754-9339 Date: By: FAX(360)352-2044 Sheet: Page of 51 &N NAJ IND WADS- _ 3' CT(00 Pit 2.5g\ 1,2G` 3,93` 1,90 2B .l IG Y-F MENU .W1 G u\ 5,142` 1,ca 2s,o \ Si o fs: Mt NUS 3\ L1 SS\ 17-0 2(,s 5 g P5-1F Cp\No (-1.5A 935 tS\ { I I I I I I I i ! {, i 1 1 1 1 1 bt 1 1 I ` 1 1 1 i '5l [ 1 1 1 I { 1 I I, I I 1 i } 1 i 1 ( I 1' • 1 i 1 1 1, .1 n01 , ! 6� 1 ' I ! 1 1 • ' 1 , I 1 { i ii 1 ■Ef� l�� `D'— } 1 1q, 1iil � � 1 � 1 II ■CI ■ f.. I I I t ! 1°Ci. —1 I ■ .f ; I I { I l 1 a 1 ■■■■■i■E . I , , I } I 1 1 1 1 1 • 1 ■■■ , ■Lsl9R! ' 1 I -I 1 I i i ? ■■■■■■■ ,_ � ■■ I , , 1 �. i 1I I . i I i —■ I+ AI -1 I J 1 " ` r ; I ' Da .i_-. I ' { 1 i . I ,i i -r-�1 11. _111/1. t\1 �' I Iii 1 i 1 i I 'II . a. I — {,n■■ '�■�F% - ■� AEt1 i I ^T 1 1 1 • ! I i m ■■G_■ ■■■ 1 ■■■■ _ i I � KM 6� a■■ { I i ■�r VIL 1 I I . ■ -� o_muspri "! 1 1r11 1 I I l I ■._ i 1 ill I I i 1 } I i I I"li 1 1� i gi '- i 1 --�� 1 I 1 1 4 1 I 1 t I I I 1 °10 i -! 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I , i 11 : 1 11 ! 11 i ! ! 1 � 1 it o 2 I I I I I I I 1 0 • MC Squared,Inc. Project Title: Engineer: Project ID: 9 Project Descr: 1 • Printed:31 JUL 2019.8 03A ' Pole Footing Embedded in Soil File=c:\UsersUacobG\Deskbpltubeart.ec6 ENERCALC,INC.1983-2017,Budd6.17.3.29,Ver.6.17.3.29 Lic.#:KW-06005122 Licensee:MC SQUARED,INC. " Description: Clearance Bar Footing Code References Calculations per IBC 2015 1807.3, CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Pole Footing Shape Circular Pole Footing Diameter 18.0 in P.14. , Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive 250.0 Pc Max Passive 3,750.0 psf ..._..._.------ Controlling Values o Governing Load Combination: +D+1.25CW+H Lateral Load 0.3725 k Moment 3.725 k-ft NO Ground Surface Restraint Pressures at 1/3 Depth sa ss '� w!t7'1,.'; rw a"7 "---X Actual 476.172 Psf ,fT,O fz "7'1 " :.• ir t , Allowable 478.552 psf " t r ; , `. t Ill. a Minimum Required Depth 4.375 ft �„ YMyI t` ' --" .v,t R. did+.4,�4'e 4dn&[`c w A.....w Footing Base Area 1.767 ft^2 O Maximum Soil Pressure 0.0 ksf Fading ouma«=re• Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (klf) Vertical Load (k) D:Dead Load k k/ft k Lr:Roof Live k kilt k L:Live k kilt k S:Snow k k/ft k W:Wind 0.2980 k left k E:Earthquake k k/ft k H:Lateral Earth k k/ft k Load distance above TOP of Load above ground surface ground surface 10.0 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces @ Ground Surface Required Pressure at 1/3 Depth Soil Increase Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual-(psf) Allow-(psf) Factor +041 0.000 0.000 0,13 0.0 0.0 1.000 +041.41 0.000 0.000 0.13 0.0 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 40+1.250W+H 0.373 3.725 4.38 476.2 478.6 1.333 • • +D+1.250E+H 0.000 0.000 0.13 0.0 0.0 1.330 +0+0.750Lr+0.750L+1.250W4l 0.373 3.725 4.38 475.1 478.1 1.330 MC Squared,Inc. Project Title: Engineer: Project ID: ' C) Project Descr: Printed:31 JUL 2019,8:03AM - Pole FootingEmbedded in Soil File=c:lUserstJacobG\Desktopltubeartec6 ENERCALC,INC.1983-2017,Build:6.17.3.29,Ver:6.17.3.29 Lic.#:KW-06005122 Licensee:MC SQUARED,INC. Description: Clearance Bar Footing +0+0.750L+0.750S+1.250W+H 0.373 3.725 4.38 475.1 478.1 1.330 +0+0.750L+0.750S+1.250E+H 0.000 0.000 0.13 0.0 0.0 1.330 +0.600+1.250W+0.60H 0.373 3.725 4.38 475.1 478.1 1.330 +0.600+1.250E+0.60H 0.000 0.000 0.13 0.0 0.0 1.333 MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360)754.9339 Date: 8y: FAX(360)352-2044 Sheet: Page I of l l./ I17.-re-CTiO�Jt�t� Siis.J S S iL�wJS y 10 r l. t-, w4.JD =ZS1P5'F 1 M,V) w ,.ir) 0. ( 78.1 1 1C$ ?SF- _ t`A "tkS wo, (.o&') L2..253 \.6D 5 '6ts5.t., .-� ) 05)161- G v, .;-2 1 -1 63 )S.5 te, VSs L{\ I.S x X 2e� .. 2\ fuer,S 1.8a 2 k S 2�► � nsr 2,S�ciS � 1U q- 5UW. • MC Squared,Inc. Project Title: Engineer: Project ID: ! Z Project Descr: Printed:31 JUL 2019.8.05AM Pole FootingEmbedded in Soil Fde=c:\UsersUacobGlDesktopltubeartec6 ENERCALC,INC.1983-2017,Build:6.17.3.29,Ver.6.17.3.29 Lic.#:KW-06005122 Licensee:MC SQUARED,INC. Description: Directional Sign Footing Code References Calculations per IBC 2015 1807.3,CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Pole Footing Shape Circular Pole Footing Diameter 18.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive 250.0 Pd Max Passive 3,750.0 Psf Controlling Values Pohl load Governing Load Combination: +0+1.250W+H - Lateral Load 0.09875 k Moment 0.2903 k-ft sou surface roq brord rests � t �t h:ti'� Tis.. h e,�ry a,�j`-�' -# NO Ground Surface Restraint ° r',:,.'',,.', „:,.,;$P1 i 5 } N Pressures at 1/3 Depth 1. ' 1 Actual 212.397 Psf �,,. t. .w Allowable 213.880 Psf O FooBrp(*meter a 1.4* Minimum Required Depth 2,0 ft Footing Base Area 1.767 ftA2 i Maximum Soil Pressure 0.0 ksf Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (klf) Vertical Load (k) D:Dead Load k loft k Lr:Roof Live k kilt k L:Live k Wft k S:Snow k Wit k W:Wind 0.0790 k kilt k E:Earthquake k loft k H:Lateral Earth k kilt k Load distance above TOP of Load above ground surface ground surface 2.940 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces @ Ground Surface Required Pressure at 1/3 Depth Soil Increase Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual-(psf) Allow-(psf) Factor +0+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+1.+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +0+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +0+0.750Lr+0.750L+H 0,000 0.000 0.13 0.0 0.0 1.000 +D+0.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+1.250W+H 0.099 0.290 2.00 212.4 213.9 1.330 - . +D+1.250E+H 0.000 0.000 0.13 0.0 0.0 1.330 +D+0.750Lr+0.750L+1.250W+H 0.099 0.290 2.00 212.4 213.9 1.330 MC Squared,Inc. Project Title: Engineer: Project ID: 13 Project Descr: • Pled.31 JUL 2019,8.05AM L Pole Footing Embedded in Soil File=clUsersR 6.17.3. opitubead.ec6 ENERCALC,INC.1983-2017,Budd:6.17.3.29,Ver6.17.3.29 Lic.#:KW-06005122 Licensee:MC SQUARED,INC. • Description: Directional Sign Footing +D+0.750L+0,750S+1.250W+H 0.099 0.290 2.00 212.4 213.9 1.330 +D+0.750L+0.750S+1.250E41 0.000 0.000 0.13 0.0 0.0 1.330 40.60D+1.250W+0.60H 0.099 0.290 2.00 212.4 213.9 1.330 +0.60D+1.250E41 0.000 0.000 0.13 0.0 0.0 1.330 MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 • (360)754-9339 Date: By: FAX(360)352-2044 Sheet:_ Page Li _of • t•1 ..1U - 17 It's—) q\ llkltvif1 S Gu`. It-111a1 t 1' CAL w, D -7 •U-PSP- S.Le w-ND (. =15.0P $t6 J ( 4 ( q' 5140 t\eMTx1.33\ ( S ?,O 0R0 t8 %fx s. ( 3� cp3q ."&. 0.19 3.3 5�b &7-? 574> u -c ( G 9 > s = 61 Ub .31% t0 12 \kw: (S35 ) ClI pj t) W v� No Co�^�oL� , U 03.8 .Zs • MC Squared,Inc. Project Title: Engineer: Project ID: ' Project Descr: Prmted.31 JUL2019.806AM Pole FootingEmbedded in Soil File=c:\Users\JacobGlDesktopltubeart.ec6 ENERCALC,INC.1983.2017,Build:6.17.3.29,Ver6.17.3.29 Lic.#:KW-06005122 Licensee:MC SQUARED,INC. Description: Menu Board#1 Footing Code References Calculations per IBC 2015 1807.3,CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Pole Footing Shape Circular Pole Footing Diameter 24.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive 250.0 pct Max Passive 3,750.0 psf - �A Controlling Values ! N Governing Load Combination: +0+1.250W+H satanK. 4 Lateral Load 0.9038 k ", s " Y _' Moment 2.928 k-ft �� '- ail NO Ground Surface Restraint 9;� „' Tiv,;:i ::":,1',--C-C-.,,T, *, �'' ti414 Pressures at 113 De thActual 464.504 psf .i'r, '�..:-..r�`-7g..,.. , ,,4t ,- Allowable 464.777 Psf FooIW p�•2.4 Minimum Required Depth 4.250 f1 Footing Base Area 3.142 ft^2 Maximum Soil Pressure 0.0 kst Applied Loads _ Lateral Concentrated Load (k) Lateral Distributed Loads (kIt) Vertical Load (k) D:Dead Load k k/ft k Lr:Roof Live k k/ft k L:Live k k/ft k S:Snow k k/ft k W:Wind 0.7230 k k/ft k E:Earthquake k kilt k H:Lateral Earth k kilt k Load distance above TOP of Load above ground surface ground surface 3.240 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces @ Ground Surface Required Pressure at 1/3 Depth Soil Increase Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual-(psf) Allow-(psf) Factor +D+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +1J+S4l 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1,000 +0+1.250W41 0.904 2.928 4.25 464.5 464.8 1.330 +D+1.250E+H 0.000 0.000 0.13 0.0 0.0 1.330 +0+0.750Lr+0.750L+1.250W+H 0.904 2.928 4.25 464.5 464.8 1.330 • MC Squared,Inc. Project Title: I ( n Engineer: Project ID: W Project Descr: ' Printed.31 JUL 2019,6.06AM ' Pole FootingEmbedded in Soil Fie=c\UsersUacobGlDesktopltubeartec6 ENERCALC,INC.1983-2017,Build:6.17.3.29,Ver:6.17.3.29 Lic.#:KW-06005122 Licensee:MC SQUARED,INC. Description: Menu Board#1 Footing +0+0.7501..+0.750S+1.250W+H 0.904 2.928 415 464.5 464.8 1.330 +D+0.750L+0.750S+1.250E+H 0.000 0.000 0.13 0.0 0.0 1.330 +0.60D+1.250W+0.60H 0.904 2.928 4.25 464.5 464.8 1.330 +0.600+1.250E+0.60H 0.000 0.000 0.13 0.0 0.0 1.330 MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: By: FAX(360)352-2044 Sheet: _Page `11 of 4 i u 't OWL V, C 1 LJ. -` V1I i 9114 S 1 t:,-I S l LI 1 Za f --- - : 3` T. _ , ; •. . (..,,, „,.,..,.. s. (,k NS f) IN,ti p (. C', - ,L .. $tG ( ( 4 61 !ill � �3 (SS Ae-M, (1.33 ( 05 I S.q !I .64- oft() q.S zAsti (0.)LI 6.6 )51 3.23 0. . O.b Joe, G6S ter, C 65 _ 313\ 20‘, ,-,,.,..) ( -5 5 > �.5 = 30D hv, ( 1. ?3 0 - 3.3 est, (. ,11.\ 1.S 10 - Z \tri: (*S5') 3 oC — I63-W vl,ND coLg. , -/Nr, ‘..)N1 ( 1,06> \ Zs = 25;43.23\ I 1 I I I 1 • MC Squared,Inc. Project Title: Engineer: Project ID: 18 Project Descr: Pried.31 JUL 2019,8.07M.1 [Pole Footing Embedded in Soil File=c:lUsersUacabGlDeaktopltubeart.ec6 ENERCALC,INC.1983-2017,Build:6.17.3.29,Ver:6.17.3.29 Lic.#:KW-06005122 Licensee:MC SQUARED,INC. Description: Menu Board#2 Footing Code References Calculations per IBC 2015 1807.3,CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Pole Footing Shape Circular Pole Footing Diameter 24.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive 250.0 pct Max Passive 3,750.0 Psf Pordtar .4 Controlling Values Governing Load Combination: +D+1.250W+H Lateral Load 0.3225 k Moment 1.042 k ft sal sarreta rto lab i netraint e r n f� e ,,, .1 , NO Ground Surface Restraint ., ,* ,jai:e.,'?.--t 4' 1'YZ'� 4�h,. Pressures at 113 Depth >keti". �, 4{, _._ F Actual 306.723 Psi : : ... . :> -.-.. Allowable 308.694 psf 0 I Footing Diameter=7dP Minimum Required Depth 2.875; ft Footing Base Area 3.142 ft"2 Maximum Soil Pressure 0.0 ksf pplied loads Lateral Concentrated Load (k) Lateral Distributed Loads (kit) Vertical Load (k) D:Dead Load k k/ft k Lr:Roof Live k k/ft k L:Live k k/ft k S:Snow k k/ft k W:Wind 0.2580 k k/ft k E:Earthquake k k/ft k H:Lateral Earth k k/ft k Load distance above TOP of Load above ground surface ground surface 3.230 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces @ Ground Surface Required Pressure at 1/3 Depth Soil Increase Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual-(psf) Allow-(psf) Factor 4041 0.000 0.000 0.13 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 +0+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +0+0.750L+0.750S+1-1 0.000 0.000 0.13 0.0 0.0 1.000 +0+1.250W+H 0.323 1.042 2.88 306.7 308.7 1.330 - - +0+1.250E44 0.000 0.000 0.13 0.0 0.0 1.330 +0+0.750Lr+0.7501+1.250W+H 0.323 1.042 2.88 306.7 308.7 1.330 • MC Squared,Inc. Project Title: Engineer: Project ID: ` Project Descr: I - panted:31 JUL 2019,8.07AM i Pole Footing Embedded in Soil F-ae=c:2017 B sktop&61732 Footing ENERCALC INC.1983-2017,Budd:6.17.3.29,Ver 6.17.3.29 Lic.#:KW-06005122 Licensee:MC SQUARED,INC. ' Description: Menu Board#2 Footing +D+0.750L+0.750S+1.250W+H 0.323 1.042 2.88 306.7 308.7 1.330 +0+0.750L+0.750S+1.250E+H 0.000 0.000 0.13 0.0 0.0 1.330 +0.60D+1.250W+0.60H 0.323 1.042 2.88 306.7 308.7 1.330 +0.60D+1.250E+0.60H 0.000 0.000 0.13 0.0 0.0 1.330 , -7 ; : . , , : : , 1 ill ! ..1.11 1111 , F 1 1 ' ' ' . t--------t- 1— '1 _ ' 14-1 1 .‘-'' 1 I 11111k1rj1111 ( 111111 4..., 1 I! -I 1 A 1 1 S-7- I C31-1,zi., 1 t 1 i i i • I It 1.717i_ _ , i.. ct-.---%-)-1 „ , 1 1 NY!.ct I : : I ; 3.--'g'' --f----1-- rt ft 1 1-- r---1 -'-- 1 k....1, r , 1-,_Do ..4:24---en, , i ; liliiiir-ilij• Li , 4,41 , ', . : : : • . . t i ,, : ! , li , ...... ; ; 1 _ __L_ I 1 ifi 1 Lot 1 1_. 11 1 i . i i ' i I ' 1 1 1 11'1 '1- 1 A ' °1•17-7°---- -.111-1 --- - -I1 • 1 -H.. ___J....-.4--. r : .. , • i 1 ' 1_ 11 1--i 1-i 1 L-1 7 ' i 1 -1 I- .-t-9 - 1 I .:-..„....,__ 1 i ;.-.‘ 1 I , i i 1 I t i-A1---i---f--- I i i..., 11111 Ililli . : i I ! 1 1 CO 1 1 L_r 1 -1 I---t .;Z--___Pi I-x- ts'1 .I I _____,_ _Ie, I. v 1-4 1 • A rn il 1 1...._ ---r—r---1 1 __Ii 1 1,11 %•cr I - -1, I • , ,‘ni---1-1/i_c-,D i ,___l_ ' I--•'. ; 0 14 1 , i 1 bl 1 , , --1-7 ..c....1 • I L .! - -- : i 1 I TT1 "t III I 11, I I I . 1 ; i I 6-'1 I I I. ti i I. 1SL I I I II 1 1 ' — N'---1----- ! ! i i t ikr;R•411.- ' • ) 1_sAf ! ,—C,N-141 1-4. 1 ! 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CO 411 I t ' 01 ! ti 1 4.1 * HII 111 2 ,ca fl) _____m,1 1 i ____ i • i , i ...._....,_ _.4.,......._4 I 1.____H 1 ' 2,. I 1 .r; f : ; i i•I I ; I- -44—t----'— I 1 I I . i .L.9 1 1 ! • i : • I,s jr_L___.___1 i ; I ,I.____I _____,I tiVi__j,_. < (J) la•-• et, —1—:-.1---t— ! 1 ! . 1 1 I id 1 I 1 - Oh-1 I I I 1 I 1 1 1 I ! -1-__..L.2, !,fN! . , . i , .........„..................„ " ; _), i ; .> 1.,_ 1 1 i i viii , iiiiilL w5:—.4 i t -±---- •,• ,_ 1-• , . , , , ) , I . 1 ! .11, 11 11. 111 ____iiiii . tli , 111H111m, II ! ! ,, I, a. u. 0 m o • • . , .. . . . - . , . ' . MC SQUARED, INC. Job: ' OLYMPIA,WASHINGTON 98506 (360)754'9339 Date: By: ' '-. FAX(360)302~2044 Sheet: Page ��~|\ of -- . -- -'- --T-'-- -- LIT 1 _ ____ _ r f. _._. ...__ ... - - --- --1 -1..,-,t-i- -os-1r- -m - ____ . . ___ , , ,%.„...„.„ _ ... __ _-__ . -31__ -~. ____---________--_,_' �_+ _-' -----------11------- �_~_ _�_ . � _ _-�' -_ -__-_ --_------_' _ / l. ?- | 1 _/v � ___ ---'----------------- 1 tl - _, I r �� _____-_',_-_- --_._-_' -� __�_ _�_____ -- -__ - , f , 1 1 I it _t__. — —T--- ' ' ! | ' ' _- ____-__-__ --i -I -- "-1-1-1 --T----�---- --[-]--r-T--� [-F-T-T--F | | ` / / / i } } / . / | | / . | / | ` / / . / | | | | ' . / / . . . . . .MC Squared,Inc. Project Title: �- Engineer: Project ID: Project Descr: Primed.31 JUL 2019,8.08AM 1 Pole Footing Embedded in Soil Fie=c:lUsersUacobGlDesktopuubeartec6 ENERCALC,INC.1983-2017,Build:6.11.3.29.Ver.6.17.329 Lic.#:KW-06005122 Licensee:MC SQUARED,INC, Description: Double Footing 0 Canopy Code References Calculations per IBC 2015 1807.3, CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Pole Footing Shape Circular Pole Footing Diameter 30.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive 250.0 Pd ,a„., Max Passive 3,750.0 Pt Controlling Values 72 Governing Load Combination: +0+1,250E+H Lateral Load 0.6663 k Moment 4.637 k-ft sour ` 1 r amuwNO Ground Surface Restraint I fie � s4ia� , Pressures at 1/3 Depth i t� .*- "t`` .tda * 446.131 Psf r¢ t 1 th Za u I !4..,;:-.:4,,v4:,.:0,4-.4.1..,..;Allowable 446.603 Ps( < aw, 0 Minimum Required Depth 4,125-ft - Footing Diameter.2,8' Footing Base Area 4.909 ftA2 Maximum Soil Pressure 0.0 ksf ; Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (klf) Vertical Load (k) D:Dead Load k k/ft k Lr:Roof Live k k/ft k L:Live k k/ft k S:Snow k k/ft k W:Wind k k/ft k E:Earthquake 0.5330 k k/ft k H:Lateral Earth k Mt k Load distance above TOP of Load above ground surface ground surface 6.960 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces 0 Ground Surface Required Pressure at 1/3 Depth Soil Increase Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual-(psi) Allow-(psf) Factor -1-1)41 0.000 0.000 0.13 0.0 0.0 1.000 +D+141 0.000 0.000 0.13 0.0 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +0+0.750L+0,750S41 0.000 0.000 0.13 0.0 0.0 1.000 +D+1.250W41 0.000 0.000 0.13 0.0 0.0 1.330 +D+1,250E41 0.666 4.637 4.13 446.1 446.6 1.330 +D+0.750Lr+0.750L+1.250W-H 0.000 0.000 0.13 0.0 0.0 1.330 • MC Squared,Inc. Project Title: Engineer: Project ID: Project Descr: " Protect 31 JUL 2019,8:08AM ' Pole FootingEmbedded in Soil File=c:1UsersllacobGlDesktoppubeart.ec6 ENERCALC,INC.19832017,Buifd:6.17.3.29,Ver:6.17.3.29 Lic.#:KW-06005122 Licensee:MC SQUARED,INC. Description: Double Footing @ Canopy +1)+0.750L+0.7508+1.250W+H 0.000 0.000 0.13 0.0 0.0 1.330 +0+0,750L+0,750S+1.250E+H 0.666 4.637 4.13 446.1 446.6 1.330 +0.600+1.250W+0.60H 0.000 0.000 0.13 0.0 0.0 1.330 +0.60D+1,250E+0.60H 0.666 4.637 4.13 446.1 446.6 1.330 Z Li i Ihrir,P1211511 • PROJECT•: 1 ,, f s$ 5 1 ' , -= x. PAGE ,e�Y . f -:11iTC ,S:TTi4.ft.WD CLIENT: t i F r r a :Ft DESIGN BY b� ) t y=, JOB NO.: , �7 :r r DATE ark a 1 REVIEW BY. �txC ..kx..u.1L. /.� ]?q M� -o.. u ?tcj ,=Nv r i r,• -;,; ,,` .<=,_q� < Sign L Face �} INPUT DATA g i J, Exposure category(B,C or D) 'aImportance factor,1.0 only,(fable 1.5-2) Iry = 1.00 _� Basic wind speed(ASCI=7-10 28,5.1) V = 4A, mph Topographic factor(26.8 a Table 26.8-1) It = t Fiat ^� say ap�° r, "d60 w,,i t Height of lop h • 4' t+� , ft s Vertical dimension(tor wall,s=h) $ = -, t+•.'r ft en Horizontal dimension B = ' r) ft Dimension of return corner Lr ■ ,: `;lr:; 'ft .,.- ....„...tt ---YT W� M DESIGN SUMMARY F Max horizontal wind pressure p = 28 psf Max total horizontal force at centroid of base F - 1.25 kips Max bending moment at centroid of base M s 6.89 ft-kips Max torsion at centroid of base T • 0.97 ft-kips ANALYSIS Velocity pressure qh=0.00265 Kh Ke Kd V2 = 18.43 psf where: qh=velocity pressure at mean roof height,h.(Eq.29.3-1 page 307&Eq.30.3-1 page 316) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.29.3-1,pp 310) = 0.70 K,-wind directionality factor.(Tab.26.6-1,for building,page 250) = 0.85 h=height of top = 10.00 ft Wind Force Case k resultant force though the geometric center (Sec.29.4.1&Fig.29.1.1) p=qh G Cr= • 25 psf F=p As = 1.09 kips M=F(h-0.6s)for sign,F(0.65h)for wall . = 6.00 ft4dps T= = 0.00 ft-kips where: 0■gust effect factor.(Sec.28.9) tl 0.85 Cf 21 net force coefficient.(Fig.29.4-1,page 311) 1.87 ABs = 44.4 ft2 Wind Force Case B:resultant force at 0.2 B offset of the geometric center (Sec.29.4.1&Fig.29.1-1) p=Case A - 25 psf F=Case A - 1.09 kips M=Case A = 6.00 ft-kips T=0.2 F B = 0.97 ft-kips Wind Force Case C:resultant force different at each tauten (Sec.29.4.1&Fig.29.1-1) paghGCr Balance s 3 s a F=EpAs t i 1 1 M=E .F(h-0.5s)for sign,F(0.55h)for wall] { f i f f I T=ET, , IT ( t I Wmd Oir. Distance Cr P1 AA F1 Mi Ti - (ft) (Flg.6-20) (psf) 012) (kips) (ft-kips) (ft-kips) 4.4 1.800 28 44.4 1.25 8.89 0.00 4.4 1.200 19 0 0.00 0.00 0.00 . E 1.25 6.89 0.00 <_=Case C may not be considered,footnote 3 of Fig.8-20 . 2 r z5 - 1111.0MON PROJECT: `..:-::;,-',, ,i,,'' t ,, r t}' il ? �,i'r z3 # CLIENT: •-,,L,-,-v%',.''•-7...,,,,--_,; 3 h PAGE w!a a .." r �GN BY � ; ' MGdS` TJAhIs JOB Na c t•, ;r DATE r' r REVIEW BY: ,- ,£S: J /i a a:. I ,I,, i . :-. IM~r;�'�I'..,�.�A I ' > •. r 4 Sign L Side INPUT DATA e Exposure category(B,Car D) : '...''t :;y Importance factor,1.0 only,(Tatse 1,5.2) 6 = 1.00 Basic wind speed(ASCE 7-1026.5.1) V m '`Alt) t:mph Topographic factor 26.8 a Table 26.8•I )( = 5 .f f. c46(4 A---- ',, M� { ) a , Flat '" r� t Height of top h = <r) : ft sas• s Vertical dimension(for wall,s=h) $ = I. !'n.-'" ft N 4 Horizontal dimension B ,r 7E k'',,ft Dimension of return corner 1-r = t ft ✓ ....„....X. F s,,,dds'''t"' -----".u DESIGN SUMMARY Max horizontal wind pressure p = • 28 psi Max total horizontal force at centroid of base F = 0.48 kips Max bending moment at centroid of base M = 2.64 ft-klps Max torsion at centroid of base T = 0.15 ft-kips ANALYSIS Velocity pressure qh=0.00256 Kh KA KA V2 = 18.43 psi where: qh■velocity pressure at mean roof height,h.(Eq.29.3-1 page 307&Eq.30.3-1 page 316) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.29.3-1,pg 310) = 0.70 Kd=wind directionality factor.(Tab.26.6.1,for building,page 250) = 0.86 h=height of top . = 10.00 ft Wind Force Case A:resultant force though the geometric center (Sec.29.4.1&Fig.29.1-1) p=qh O Cr= = 26 psf F=pAa = 0.44 kips M=F(h-0.5s)for sigh,F(0.65h)for wall = 2.44 ft-kips T= = 0.00 ft-kips where: G=gust effect factor.(Sec.26.9) a. 0.88 Cf=net force coefficient.(Fig.29.4-1,page 311) 1.67 A`=Ba = 17.0 >t2 Wind Force Case I):resultant force et0.2 B offset of the geometric center (Sec.29.4.1&Fig.29.1-1) p=Case A = 26 psf F=Case A = 0.44 kips M=Case A = 2.44 ft-kips T=0.2F13 = 0.18 ft-kips Wind Force Case C:resultant force different at each region (Sec.29.4.1&Fig.29:1-1) 1311'C/1,0C? Balance a a a a t F=EpAa M=E[F(h-0.5s)for sign,F(0.55h)for wall] 1 T=ETa IT I I Wind Dir. Distance Cr P1 A,l FI Mi TI (it) (F1g.6-20) (Psi) (ft) (kips) (ft-kips) (ft-kips) 1.7 1.800 28 17 D.48 2.84 0.00 1.7 1.200 19 0 0.00 0.00 0.00 E 0.48 2.64 0.00 <1.=Case C may not be considered,footnote 3 of Fig.6-20 1, ' MC SQUARED, INC. Job: ' OLYMPIA,WASHINGTON 98506 (360)754-9339 Date: By: FAX(360)352-2044 Sheet: Pageof Si G-N vE(G_N (vEFiT►CRt) — AAP Lo D = 5 L = �5 3 .43--4- T ip N 0 N 2 ` C- CK t , � rO Wim- I 1U3.Z 2tt- • • MT, LENb1 I-\ — 1-q6,1\•►Z i , 19 0 P5 I < O.G y=21 K51 Coad s _ v.2r 9 5/1, 5/Z f$t o 2 C \J� V 3�;5 (15 &\. ' 0,u39 AA �.J — 20 FTiq <7-Ivs1 I I I I I I Z • . STRUCTURAL NOTES General Notes: Design foundations for various signs for a Federal Way Starbuck's for vertical and lateral loads. All construction shall conform to the applicable portions of the latest edition of the International Building Code and ASCE 7-10 except where noted. Design Criteria: 1. Live Load = 25 PSF (Snow) 2. Dead Load = 5 to 25 PSF for various components 3. Wind = 2015 IBC Exposure B @ 110 mph (LRFD), 85 MPH (ASD), 3 second gust 4. Earthquake = 2015 IBC, Ss = 1.297 Site Class D SL = 0.500 lE = 1.0 Seismic Risk Category I Seismic Design Category D SDS = 0.864 SOL = 0.500 R = 1.5 Cantilevered Column p= 1.3 Non-Redundant Structure Cs = SDS I/R V= pCsW V = 0.749W for Load Factor Design V = 0.535W for Allowable Stress Design 5. Soil = 1500 PSF, Assumed Bearing Capacity 250 PCF, Allowable Passive Pressure Concrete & Reinforcing Steel: 1. All concrete work shall be per the 2015 IBC Chapter 19 and ACI 318-14. Concrete quality, mixing and placement shall be per ACI 318-14. Mixing and placement shall be per ACI 318-14 and inspections shall be per 2015 IBC, Chapter 19, sections 03 and 04. 2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. 3. Concrete shall be in accordance with ASTM 150. f c = 2500 PSI @ 28 day slump =4" maximum, 6% Air entrained Masonry 1. All mortar shall conform to ASTM C-270, Type S, fc= 1800 PSI at 28 days. 2. All grout shall conform to ASTM C-476, fc= 2500 PSI at 28 days. 5-1/2 sack mix, 3/8" minimum aggregate size, slump 5"-8". 3. Concrete Masonry Units (CMU) shall conform to ASTM C-90 grade N-1 with a minimum face shell of 1-1/4 inches, fc=1350 PSI. Install per UBC Section 2104 for reinforced hollow unit masonry. 4. Special inspection is not required on this project. Steel: 1. All steel shall be ASTM A36 except as noted. 2. Structural pipe shall be ASTM A53 type S. 3. All bolts shall be ASTM A325, except as noted. 4. Anchor bolts shall be ASTM F1554 Gr. 36. 5. Welding shall be by AWS certified welders with E70 electrodes in accordance with AWS D1.1-75. 6. All steel members and parts exposed to weather or in contact with the ground shall be galvanized per ASTM A-123 with 1.25 oz. of zinc spelter per square foot of contact area. All other steel surfaces shall be shop painted with two coats of red oxide primer after fabrication. Columns and other steel parts placed below grade and exposed to earth shall be painted with two coats of coal tar from the base to 6 inches above grade; such coating to be in addition to the galvanized coating. CAUTION CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. 9 ._- _ r g-0"tves.0 1 r r"01:•x•) 3.-2•06.4,..) 1 5'-6'nse.r4 1 I I I Tj• OW.) Varies Tab to 5",- 4 X'-X" CLEARANCE:-<! — a j`. Tube 3/16•w 4 V© 5"x 2',0..45+.",) Pm-space vinyl aluminum tube,painted legends to be green to match 1 applied onsite PMS 369c(satin finish) a, as needed 1 R M M a Tab to Tube 3/16•r '4 eo 1 U, •—3'x 4"x 5/16"ea...m ...1mi steel tube painted black NOTE:Clearance Bar ha may require to match RAL7021 M adjustment to accommodate curb Set and/or foundation height.Manufacture W+Sca to provide(2)2'-6"(762mm)cable lengths for such adjustments. _______I eh Side View .'-j _ — • - ( — )(4)3/4'no••r.x 36.0,0,.) 1.3/4'Anchor bolts Scale:1/2'=1'-0" "� A36 steel anchor bolts 2.Galvanized I 3/g" 3.4 of ABs exposed _. ( e lite• to IO 0(6)#4 a C 11'patternern with 0 q— (6)#3 sturrups _x_r.1_. — z • @ 4"),�.,.,o.c.@ to•111111111111-• � -- . then 10"o.c.there after — 3"Min.Conc.cover ©Welded Tab Section View . .Q Da v} Do not weld rebar Half Scale Sc. - V 0.33 cubic yards of5'-6•oere..e concrete f 3c6"0....,• 3"clear 4 • _ > 8 -6 CLEA ' s 1 II 3•stirrup ,,w t A Painted hook typical 0 Placard Graphic Details-Front View PMS 36 e Scale:1'=1'-0' Copy,0 Scale:1/2' 1'-0•Front View 0 Scale:Plan 1/2" 1'- 0' to bpa White#f r5,-6.„. 2'typ.a_wr 1 I2•4110' 4 \li\"""".. © Placard Graphic Details-Bottom View Scale:1”=1'-0' I' 2'-7•mr"w 5 3/16• — 6 11 7/8' 8 7:" 0u...t 1 ( O M F\ JV'\ED i r p56.w r r 1 r th OApplied 3M vinyylI- 4 If � r- DRIVE \ Wite#3650-10 DRIVE rr '`illi;', T H RU1,, `�w A TH RU .�)t�,. I Jo 4) AI '--•Open--• •.--Open---. to M RI .-1"0.5.40 4 total I.Embed 6'min.1/2"AB's 2.Galvanized '- 3.2'of AB exposed 6"•6 • 31/16'0 1'-5 3/16•,-.1 —• —61/8`056..., 0 ----0 ----0 I ' I c(2 ea.side)Embed 6" 0 Front View ©Side View r i 1 minimum 1/2'dia.12" — Scale:3/4"s V-0• Scale:3/4"=V-0° into natural long anchor bolts grade or #3 des(3 EA.) engineered $ fie c#3 ties,T 7-•—O Sloan power supply Sloan verticals(4 EA.)t. f�—O Sloan Prism Enlighten White / 6500K LEO 4� Q Scale:3Re v3lew /4'=16-0" �� ^� NOTE:Anchor bolts to be galvanized. •y I a 8 f/8'0.44 OService O Disconnect switch• r �` access weather proof with 2°ts6.w x 5"06664 x 3/16"e.r flat aluminum bar screws sealing boot r Counter sunk screws O UL label location Inside of leg Ni 111=1, 3/4"n+,.0 x 3/4.05.ro x 2•0+..0 x 1/8.0. angle aluminum clips 3" x W •6o 3/16"ww 6.6 aluminum euase tube. al .090' aluminum escutcheon plate • 0 CS 3'0.46 x 13/4'(4+..)1106 ''"1 J2.05mw aluminum channel C9 O Base Detail-Section View Counter sunk screws Electrical junction box 6 Scale:3"=1.•0' W 1'5 3/16' Hu.r4 to View'lrplcal 0 Service Position-Section View Electrical conduit 0 f 4• 0 Cover opening for electrical Scale:3/4•=V-0" O 1 1/2`06.4 dia.hole for electrical conduit t I o 'i' I (1 Conduit MAX) • �� 4 CS 3"0404 x 1 3/4"144.0.m.• `1 L.:.:::::-.- •-•••• aluminum channel �. .MI • 6 0 Red line indicates the pattern of the '— escutcheon plate at top showing hob on plate at top plate slots into'C"channel uprights _ Base Detail-Section View T r 1r 1/8'aluminum sign face ©Scale:1 1/2'=1'-0" Diffuser film I # 0 5/8"06•.,dia,hole(s)for 1/2"06-.,anchor bolts , III Translucent Holly Green vinyl 3/8'acrylic-clear flame polished edges (- , Diffuser film ViewEnlarged Section View ' • UV Scale:3"=1'-0" 31 x . Design ID #14119 - 5 Panel Menu Board x INSTALLER NOTE:Refer to Faceplate Detail template layout for exact faceplate details. Manufactured by others, installed by TubeArt h 961/2' I 108" Plan Section View ©Scale:3/8"=1'-0" 35 5/8'Halo 301/8•Case r--23/4'Hato 63/4• H253/8• 1—23/8' ��-5i Lis penning Face home IS 3/4•Halo II l ______ _ -------- -.0 / —23/8'Face ! . Zr- 4 ill! k 1 ! — . 11 II ty� - 1, 25114• '� � Iqfp 1I � cr'wu, I Ili 1-`-_ ---fl-I'=�-.A 45/6' f.'1_136 7/8' ItoStreetCurb, 11141/22'ui I Front View-5 Panel Menu Board Section View 0 Scale:3/8"=1'-0" ©Scale:3/8"=1'-0" 3/4'clameter x 24'long Finished grade anchor bolts (F1554 grade 36.4 each) Menu bottom plate outbne 1.3/4'Anchor Bolts 2.GeI N ii (3 ties 3.4'of AB exposed, sed, (3 eacA) i-:7:4-.—4174) 14' i I #3 ties,typ. NI3/4'conduit for 120v AC(center in looting) • ®®� al 12'O,C. �' #5 verticals NOTE:O.C,to verity it existing looting can be used In (6 each) lieu of new looting gh Base&Fooling Section { 2'-0'Diameter Scale:3/8"=1'-0" O Footin Details Footing:may very due to silo seeeilic soil conditions end frost penetration. Scale:/8"= 1'-0" The information provided on the pole and sign footings herein are subject to approval by the City end/or Municipality. NOTE:O.C.to verily It existing footing can be used In lieu of new looting(typ.) . at all footings NOTE:Anchor bolts to be galvanized. 31- x - Design ID #14120 - Pre Menu Board 'INSTALLER NOTE:Refer to Faceplate Detail template layout for exact faceplate details. Manufactured by others, installed by TubeArt 1 16' I tk rip `°, ism■ __ Plan Section View "rScale:3/8"=1'-0" 1.3/4"Anchor Bolts 2.Galvanized 3'-O 1/8' 3.4•of AB exposed. 2'•65/6' 6 3/4.x4 6•.III 2'-13/8' I I II3/4 I 3/4'dameter x 24'long Finished grade anchor bolts (F1554 grade 36,4 each) \ / =25/8' 23/4']= __= r °P jilt (3 each) t k p 11 Mt A N40,, A Mirt . co J. i3 Ues,typ. i,,_ 11® at12'0.C. r `-? — / \ f' $ }°I II *5 verticals V a 6. d (6 each) i 6.4 1 5/8'r-r--`�'"--1 I 2-0'Diameter I Front View-Pre menu Board Section View FootingDetails Q Scale:3/8"=1'-0" ©Scale:3/8"= V-0" Q Scale /8"= 1'-0" Menu bottom plate outline NOTE:Q.C.to verify it existing rooting can be used In Ileu of new looting(typ.) at all footings NOTE:Anchor bolts to be galvanized. ( I4. VP. MI 3/4•conduit for 120v AC(center In footing) MsNOTE:Q.C.to verily if existing looting can be used In lieu of new footing ©Base&Footing Section Scale:3/8"=1`-0" Footings may vary due to site specific sog conditions and frost penetration. The Information provided on the pole and sign footings herein are subject to approval by the City end/or Municipality. 4 3 x & x - Design ID #1_4163 & #14116 - Digital Order Screen & Canopy Manufactured by others, •INSTALLER NOTE:Refer to Faceplate Detail template layout for exact faceplate details. • I 7'-6'Roof Panels&Support Frame #3-Header Channel I NOTE:Anchor bolts to be galvanized.t'-3' { _ • 4'-71/8' r.a= - - --, =`'_ -- _- .- - -- =r.:,�r' ,7 l 4'-4 •O.C. •i t,� r. I #4-Root Panels-\ ' ` h^ 1'-31/2' 1'-01/2' +-13/8' I l�--————. — ,f, '•.• 8 7/8' 314' — fes,`` 1'x21/4.Ovals TA�.r. iy g A3• #4-Roof Panels :"1.11."',',>1.:` b 17 L--- k 7/8'--0 jill6' rh !: #4-Root Panels- s �vYi 0 r Cut-outs 8 A 7- -�`Z — — r �i'�` 17' I #2-Steel Posts 4 #1-Steel Base Plates #5-Roof Frame — ! 11 Top View Detailed Base&Footing section O Scale:3/8"=V-0" Q Scale:3/8"=1'-0" 4'-51/2'0.A. 3'-3 3/4' 1.01/8'Roof #3-Header Channel ! r 2 4' #3-Roof Panels #3-Header Channel #5-Root Frame 31/4.1 1'-4. (l ' . ' _ .Y — �¢ ,fie rsiar _ r — S 9' #7-Steel Frame -aird — —t2'— — ^ --- _ s II #7-Steel Frame I I ^�^— I #1-Steel Frame #2 Steel Posts =-= II n==ZEal'i Wye 5'40 V? it 111111111Fraill #11-LED floodlight 1t ��wie� #11-LED Floodlight _ w�lII� c-a + -- _ - I #8-Monitor Support Frame -_il'_: 1L! U' : sora:: N I' e:. t _ - I I I I ;:z.°__ #B-Acrylic Letters l t f t L _-_ i J r1 ;1 1, 'I - • i.1- if 1!11 13/16' s I 74E4 manor "7 #10-Electric Enclosure �! set bads a+ t J f( }] I• lfe 11 t l ' i #9-Base t i n corers t L J i t -, a Ai% A a I i i ,. > #9-lase 0 t` {_i YYi/: 4- $ ' , k 3/4'diameter,36'length A307 anchor bogs 1 Y$i ' . 'II l- ' 1 Heavy hex nut - ; .• ♦♦ it - - ♦ . 7 /` ,: • , . y• ., Concrete foundation Footings may vary due to site specific soil conditions and frost penetration. ,•, • • The inhumation provided on the pots and sten footings herein are subject ♦♦`. , (6)#5 bars to approval by the City and/or Municipality. 1, ' y •am ; ♦ ♦♦C • + '♦ (3letops.5Inches - _ —•— ♦, 4 y 4.,-,--",-,:-.......' � 1.3/4'Anchor Dohs >i� .•' p ,,,V♦.p1,l�i,♦♦'i♦e's• Undisturbed sof 3.4' ,, •G� /♦./. i>> \,,,,,P:`/, .♦ ♦, 3.4 of AB's exposed ` . 2'-6'Diameter O Side View-DT Order Point Canopy Front View-DT Order Point Canopy Scale:3/8"=1'-0" ©Scale:3/8"=1'-0" LI o OZL ZS/ SZ e.041141 S90A Min .2A.6S ins I 03A10A31aN 11069060 6g100 ...: O ;Pali paitupwoW)10,3,,60 0109 Nsia .M'"o:......a ••00911 (ryl) Pests• ®•�•' � O*U' 6919 1;•0.90909304 falfl*5 PM•'at- 141..aa.1.sW9*.wua PION 'uroo9lBicblt'!ii iib'..,..eu111 11 00.69111;,9.11+,.6.1.pAn 011.6gg4ertl.V+...,1999-0 ‘,..,,,...1.4../.....“...'Inn..0..41*WwaMn.....Pi I..•.ay.9....P o.wu. 6 •a.S r'6,1s =• +11;7: .9-.S aq 01;111126 anoge 050110 1a111aD'uo!le3w ! I�.$Il, Q yC..N 1 N-2,-1-&"v 'a(1 JO Alen a!93,1103 WW1 Linpuoo 101126301-O3e18 Palwed'(Jallelsu A11 pap)nwd) pnpao3 3163.0 L-L tam 6uy!03 01011 o6ol puadsng lise)9 gaped C.�'L�1!'ir1 NG lz-,:r v't .,1\6'�.i.1. n d< 10;16.6.1•aq of(aildtlnS uf)s Ag pepinoJd)0111)!63,11;0 0 'osip 3601 pie spoddns la9Seiq 101 amaia2 ISS '6uq)a3 0l linpua31196{1 A,''£L 3,w un,oi aim luewud'asitias,o!99000wa,am sluauodwoa mailidala eV'*ea Lunulw9e a1ppou o/3,passasal(s)Aiddns Jima! _.. ... pauIeNo3 pas qpm awed wnu11aniel0,0.0,.9914'Ewa,lit0 t uo 11;3069 ail 01 6031 Noos911)431 ualualu3 wsud yews Limn palewwnr 04)02013/ Q '(116134 wiesiipitZ01 1140 uwew of 031118 patwed'smaits 6ulUoi 30pea1ul pea4 old s 9:,Zi2 0 800 1.:•...11..9:11.019.....9 I Lam swills,la3lge3 of 33111 pue 110/0281 43191',ISIU11 u!es)LN 2 OL 1411 a.• I g32ew w Noels paIOed'de3u.11,00w;.Zr't L 119 o2;dei jo luawu)elay'9L-0£9E# .. -0-d-R'ale1S .11,i:•l:alnS 00;29�(6uu iiuio/03431oaS W£P1 71IIsue,l Da40de a3ellns Isn1 aq GI 6304!1116 lie), p�ltla3 0 aleld 6.6)03 .1.:dal© punmbN3eq 0001 002,6"BZEL#a13Vd.•3gA3e lu3nisucq,"�,•:�..LL l 81302 6;3113 O ;1104011+='3,.91/£ _?.�I w 'N3eia patuled'wnlownle cZu paledupel'da4, realpateuoQJe3l)od 000.v.8,l • • ,...-.1::,,-)/9 aq of 2au.g10u&s*7t 60160114 p0tewwnp1111i1u,eM wow01a�o0 .10Z:9Z4 ib mans Nuns,aluno0- ,-0/t L •u61s 0601 6016ue11 paleuiwnol tl ,19., wnia,WU3 ISanpj 0JsL-. 11gprq 0301 apnop(z)ON 06969)pue a�ni3elnuely obol buOueH I/O wo)sn3-Z'tl'S l'7 ,d-, .Z L ares .6•4=Zit;aPaS 0•d=.ZJL:aledS A•.L=.Z'L'40aS gh •• . etwA 30400!5 Q Maw 0017 4339UDOISS 11.300 031© Maw rva3 0109 Lb 601511 V""foi I Vl9 "' l e 1:515..M'u•"...a.9-•99n9.r19 09 N` _ -,,, , fl, -.• ',..r., :: O ... , zel (ti#1 oi ,. 4. 43 , It.. , I' 11114111 A"' ..,,,...r..,...„, .,.....„....,....: , ...„, ,...,:....... , , ...,:„:..„:„.:,,..,„:„.,:„,.....i.„.. O o ..1003016 C 1 ' lillitilltlik tiDows dn0ee lav 3Hn1 1 \ii^ r / 60300¢•,5 aawiuw ". 3 al icons AMoJ 11.3,3,;.0 t----..--1Dyra2 60,311!6 L�'4� V —J L-.�_J 53.0 a3llsn�y .70-049 .019 t/ O i- .6tt •y/S=_/, >1--S x'— j • .eh L-2 . 6 4 grounu groue( .. _ .. _. sign sign Man e , °- 1110" 40 Ye AGMOM , I ------------------------- i - Ili II 7 TUBE ART 6R ISeattle Office 41 { 11715 SE 5th Street 1 r ,r -tr , Bellevue,WA 98005 ^ I II II I14: • \ I z06.zz3.u2z _ // \\ I I I I I J lI 800.562.2854rin `�/-� / >L JL JL____ _J / �B �` Fax 206.223.1123 / / / A / / M / / This original artwork is protected V k / -� - - I I under Federal Copyright Laws. I \ / I ) (<\\ Make no reproduction of this v r —, gout permission from Tube ArtGroup. STARBUCKS DD. I 2,332 SF 7200 Customer Number 1 I i L___J - 136969 FINAL SIGN INSPECTION is Quote Number I �-( Starbucks•Federal Way,WA#3245 I FINAL):( REQUIRED. Call 253-835-3050 to sw Campus DR and 21st Ave 136969_R3 File Name - schedule inspection. House Ito Salesperson L Karen Fischer 7� V I Drawn By �l Checked By f `\ 'JJ _ - August 4,2019 W U) ■. V r NIIII F- III,i ■■ • - _ 4 �I ", I RPVISIOIIS ■� �� i� :1: m1Q, I [ ]Approved - t\ t ]Approved With Changes Noted APPROVED NNNN, wall sign Sign Code Approved: I ,istomer Signature S-T-A R41U�C-K-S C By nHRU arve� / (Q / k ' / nate TI _ x' Date: c11. -andlord Signature ilf rtte T 1 ^ I rn ppm ^ I - nm ♦ _ I -+ ground • . � ---------- -------- =—===-- __--=--------- ----- -------:-� RECEIVE I sum ocnZw ••■ - - wail sign - - _. #324! XI < Cmrm Q g SSW Campus DR \ N c ground SW 337TH PL waI ..n SEP 0 2019 (Twin La N f(o N N sin B S-T-A R E J.0-K-S , 1 Federal Wt Q n 0 N V < — sign <nR E�7 e► T .i1 , A CITY OF FEDERAL WAY - , E ar"t COMMUNITY DEVELOFME` ' "' y o rl,is drawing is ince o \ asonable represent.,. (D (n nnufactured article.( Cr) 0 A g .�materials may not hi < • ,actly as they will be rs on - Site Plan A 'ciho rotorsts may lurScale:No Scaleaim //^� WALL 731-5" TUBE ART GROUP i Sign C c Seattle Office 11715 SE 5th Street illparts 1 and 2 EQ EQ Bellevue,WA 98005 --_- -- / Y8F-- f 206.223.1122 1t. 7'-e tf4' / l� /� r 800.562.2854 /•� n �{ _ g, OS Fax 206.223.1123 V`i 1 //ti•�'//1'� 1 91 This original artwork is protected .5 /(}f IY _ lll/// ��,VV" under Federal Copyright Laws. Make no reproduction of this I design concept without permission S M� M____ — s_ s—z-sr__ _ ss_srM—_ _. a_ - -LIT S- SZ S S'• .y..�i • _ -sti �Z�i• ��_ '''�- from Tube Art Group ',i ,s S 3'9�-�ZZ s_ _� �--i� -3s_'�-?.�i;_�__sss �-s_L_rr4s��i� `2 2�£��ge:M_�si= ss..172. = __= __5-T%�R,BUC�KS,.r=s - ------�� =�� IMII�N�� •�� s --- Z_ ,✓ =_SSS�.'�' `.-: ZSrZ____ .z.- _._.. -_____ DRIVE \ _ 7200 - r Z�_ - - ZYTr S , -nail s-712'..2&..".....A:=6' . I .-- t+ THRU 7h � Customer Numher / 3•I Semie.v.sZ SSSS _s Zzar• - _ I ==mar s=z __ = - -is --- -sem i-s- ---- ao '_ •_saw.:�aE?sT- s.Lt �._ - - --- - ..r......--..- - _ t 136969 _ :61— . - —i�T �T.i�- L� 11.,x, ________SZSs-- r' .r� -ry _ _ - _-- Starbucks s Federal Way,Ave#3245 _ a _ _---- iii �- S�srC 4r 136969 R3 �Z.6?�'.SS= Y=Z=S--__ I—I• -i-Z .7,I.I �,T ?Si_�.j. ms's' r I " SW Campus DR and 21st Av _ __ __ ___ _--iL Lam' S3T S7i�'1 "iT��_'iS T.-_-S_.__ - -�� a File Name � 'a_��'•7:1.57-a: --_ - = _ ___ i i=__ - — f;_I.j-irr -1= -_-1-.;--7T.-W'mi.'.1111 House _ % - s j _ - s_� _=,T_T_'-ice T�SY.LSZ-TL�2Mol I. 5-_,_, b c-�c?r`z. Salesperson 1 1 � -. 1 ��— III .._ T 1 - i Karen Fischer i I I �� I1---_,_-- --7_,--1---_-[_, 1 .1 L ,_1 T l I- Drawn By • f , r , - • - - - - , --t- r -r r r -.r r r \ 1 ** Checked Bs August 4,2019 OWest Elevation Approximate scale: 1/8" = 1'-0" 32'-6" 4 Sign B parts 1 and 2 EQ EQ A Largest EBF: West elevation- r 7 Approved 16.67' x 73.42' = 1224 sq ft r 7 Approved With Changes Noted = / EQ EQ w O - -.- X 3..51/2"// th2 Maximum individual sign area: Customer Signature U _ 1224 x .07 = 85 sq ft '- t\ _-- � _ ____1 �E,__ _ Date titer- -—-—- - .■ ■ �" a_ •-/)11 \ �1 = ,SS -�: S:_ _ �= z� Landlord Signature S'TA ; °'V,C'K'S 1� _ _ -=z -- y ' --J ZT zz _ S i n A: DRIVE%1 - I 31IRE - ''"7---E -r---i-- -.7-_ 20 sqproposed Date — THRU • — — `rI • ft O T ' : Nviiit. 191 Sign B— _-_ = �= z } --E ' s_Fr Z 2 sq f t proposed= a -a L _ �_�Z .C�Z ; _ ��=iZ s� L. ti _ r _ cT /'-,.',-�- -`r-Hr`r4i i-. Z te, I� = Sign C: Ms r -s=3_sTrs _-— — — . -£ _-�-•_- -_= f.----. - _ �• p 22 sq ft proposed #3245 4 . SSW m 21stAve1 I I 11 : 1! I. l I ,t_ 1_,_[__L_I .' RECEIVED Campus DR a • i. L i _�L .i. I -1 i _ L I _ - _1 (Twin Lakes) ` �— -1 ' T' - T1-r'1.T_ ,_r, 1----T� - ', �—J— Total proposed wall signage: Feueralwar,WA ' 64 sq ft SEP p 4 Z i This drawing is intended to provide a 5�0 largest EBF easonable representation of the final manufactured article .Fasteners and seams © South Elevation CITY OF FEDERAL WAY ''materials may not be represented Approxi . . .le:1/8" = 1' 0" �3 1 COMMUNITY DEVELOPMENT Colors they will be fabricated ��_ 03 t,,, �� /'� �� 1 Colors onc prints may not accurately depict �U! xPecific colors. - 5AA---•' \ 7a 4� S l4�_ 7a WALL 2 of 5 AG 60"(1524mm1 1. 36"O.C. I TUBE ART GROUP Seattle Office Disconnect4 5/8" A Switch 4 5/8" 11715 SE 5th Street (117.47mm) (117.47mm) Bellevue,WA 98005 I--] A 206.223.1122 —r-- ��,i1 800.562.2854 ' 4,3__: 'V--i Fax 206.223.1123 41k* • , a. TVI his original artwork is protected under Federal Copyright Laws. Make no reproduction of this B • 11L design concept without permission likfrom Tube Art Group. E , =. i A Cuss o Customer Number caOil � tt 136969 Ouote Number 'l?li oripo•• 110 4 gii, Starbucks-Federal Way,WA#3245 ///1 SW Campus OR and 21st Ave 136969_R3 •• ' �•i I ' House'.:,,,. I SN Karen Fischer 60 OFront View ©LED Detail ©Section View O Side View Scale:1/2"= 1'-0" Scale:1/2"= 1'-0" Scale:1/2"= 1'-0" Scale:1/2"= 1'-0" August 4,2019 _ Aluminum return "-' r Counter sunk screw A - Custom S/F Hanging Logo Disk (exterior) •I-7.�1"(25"trlmcap . 1/8"(3mm)polycarbonate-clear Attachment: Manufacture and install one (1) single face backlit /--; 3/16"(8mm)Acrylite 40 lbs. approximate sign weight illuminated hanging logo sign. •..- - Secure 4 places using Enlarged Detail Aluminum C-channel, screwed to window mullion O Single faced internally illuminated logo disk. Logo disk ©Scale:3"= 1'-o" and screwed to sign back E ]Approved cabinet to be 4"(102mm)deep,fabricated from.125"aluminum,painted Black Approximate attachment points ( I Approved With Changes Noted polyurethane. shown with arrows. Q Face to be 3/16"(5mm)Acrylite 015-2GP,backed with a disk of polycarbonate- - Customer Signature clear.1"(25mm)Black Trimcap with square head screws retainer edging.Graphics of logo to be 1st surface 3M Translucent Scotchcal vinyl-Holly Green#3630-76. Date Siren to show thru White. Landlord Signature Q Internally illuminate logo disk with Sloan White LED's attached to inside back of Date logo disk.Power with self contained Sloan power supplies(cover is White). "' Primary to run through 1 1/4"pipe support. A . / * -;- * Sign must be approved by the National Electrical Code,Underwriters Laboratory,CUL,and all applicable local codes. 1M Disconnect switch in primary to be within sight of sign(sign includes power supply enclosure) REF:NEC 110-3[B]600-2, 600-4 Primary electrical source 1/2"(13mm)conduit minimum)REF:NEC 600-6,600-21(provided by installer). #3245 (�l�i J a u` SSW Ca(Twtin Laks DR es)lst Ave Federal Way,WA ' ECEIVED This drawing is intended to provide a reasonable representation of the final manufactured article.Fasteners and seams SEP 0 4 2019 in materials may not be represented exactly as they will be fabricated. Colors on prints may not accurately depict CITY OF FEDERAL WAY specific colors. COMMUNITY DEVELOPMENT - WALL 3 of 5 . AG - TUBE ART GROUP e�'t 11'-3°(5734mm);. Seattle Office 11715 SE 5th Street Attachment: Bellevue,WA 98005 *-. • 55 lbs. approximate sign weight 206.223.1122 v N L A B B — ini= Secure 4 places maximum 4'oc using 800.562.2854 3/8"x 3" hanger bolt or Fax 206.223.1123 similar 3/8" anchor depending on facade construction Approximate attachment points This original artwork is protected 11'-0 1/4""raceway length under FederalCopyright Laws. shown with arrows. Make no reproduction of this 0 Front View Scale 3/8" =1'-D" design concept without permission from Tube Art Group. 7200 Customer Number • . 136969 • s �. .1 � Quote Number 'A D. �J ' ' 3"(761-nm)Deep channel letter 111 Starbucks-Federal Way,WA#3245 • lJ SW Campus DR and 21st Ave 136969_R3 / \s s s ♦ s 1"(25mm)Black Trimcap File Name 4 4 • 5 . • 5 • 6 4 4 4 • 4 with square head screws House 3/16"(5mm)White acrylic B j h I. SalespersonY © LED Detail �O DKaren Fischer ` Scale 3/8"= 1'-0" :�" ,,, White LED illumination C i ** Wall fasteners D III Checked By Signs B & C, part 1 - Design ID #11392 Class II supply wire I. august a,2019 Date Power supply installed ! hm li Manufacture and install two (2) sets of raceway mounted in raceway C channel letters. i j .063 Aluminum Letter Backs !� II0 Internally illuminated channel letters to be fabricated from 0.040/3003 Fabricated 5"(127mm)raceway 0 aluminum with pre painted White interiors and painted Black polyurethane ME exteriors,3"(76mm)deep.Letters backs to be.063"Black&White aluminum pop- Disconnect switch n_ riveted to sidewalls and sealed. PI El Approved Q Faces to be 3/16"(5mm)White acrylic with 1"(25mm)Black Trimcap Letter Section View [ ]Approved With Changes Noted retainer edging. © Scale:NTS ©Internally illuminate letters Sloan Prism Enlighten White 6500k LEDs Customer signature attached to inside of letter backs.Power with self-contained Sloan power supplies. Power to be located in fabricated aluminum raceway. Date 0 Raceway 5"(127mm)x 5"(127mm),is fabricated out of aluminum and painted polyurethanei r� Landlord Signature finish to match wall/fascia,(TBD).Attach letters to raceway as required. 11 -3 -....- i Date Sign must be approved by the National Electrical Code,Underwriters — 1 Laboratory,CUL,and all applicable local codes. u` uL N A B ---:__K4 I Disconnect switch in primary to be within sight of sign(sign includes cell„, cL /// power supply enclosure) REF:NEC 110-3[B]600-2,600-4 7. r I, / \ —� d * -• Primary electrical source(1/2"(13mm)conduit minimum)REF:NEC 600.6,600.21 \ a (provided by installer) V _ 14in(356mm)In-line Illuminated Letters(white) Raceway Mounted Signs B & C _I M T Size Sq.Ft.1 Sq.M.1 Sq.Ft.2 Sq.M.2 Volts Amps M DRIVEliqkl 743245 SSW Campus DR&21st Ave 14"(356mm) 13 2.03 18.81 1.75 120 0.6max Sign square footage calculation: CV (Twin Lakes) 2'3" x 4'0" = 9 sq ftT H R U , RECEIVED Federal Way,WA 1.)Figured as one rectangular area i1'2" x �'3" = 13 sqft --- This drawing iz intended to provide a 2.)Figured as extreme perimeter of copy area 3.)Figured as individual letter areas 4'-0" " Total sign area = 22 sq ft �_ —_--- -O _ _—► reasonable representation of the final _ SEP 0 4 2019 manufactured article.Fasteners and seams n materials may not be represented WAY exactly as they will be fabricated. CfTY OF FEDERAL V/A` Colors on prints may not accurately depict COMMUNITY DEVELOPpecific colors. mitt ' WALL 4 of 5 - Signs B & C, part 2 - Design ID #14099 AG - r 3'-11 3/4"tl2,°mm) ` Manufacture and install two (2) single face backlit TUBE ART GROUP . 3/8"—k 3 1/2" 3 3/4" 1'-11 1/8"(sedmm) 3/4" 1'-5 5/8"(448.,,,) 3/8"00.,,) 3 1/2"s--3/8" 00,..) i,-7 ,..3 3/4", 76mm) r 11 ,egmm, ��emm, illuminated drive thru cabinet sign. Seattle Office 3/8"typ. 3/8"ty1. 11715 SE 5th Street "°a — r r "°�^' = 0 Cabinet to be fabricated from.090"(zmm)aluminum,painted Black to E Bellevue,WA 98005 `" = match RAL 7021M(satin finish),with Applied 3M vinyl-White 206.223.1122 — 800.562.2854 -,— O Applied 3M vinyl- #3650-10 end cap(arrow side). Fax 206.273.1123 v White#3650-10 M 0 Arrow Graphics and"DRIVE THRU"copy to be routed out of _ This original artwork is protected i E .125"aluminum aluminum face and backed with 125"pmm,translucent polycarbonate- 0 0 ; _ .T T A p back under Federal Copyright Laws. White.Note:all polycarbonate elements to be attached to back of Make no reproduction of this r T `r ! - aluminum faces with welded studs. design concept without permission MTH in = . from Tube Art Group. 4.— i i 0 Cabinet to be welded aluminum construction with no visible 3/8^typ. fasteners.Fasteners retaining the hinged face will be located on the 3/8"typ. Weather proof 7200 „°mm, = i L „°mm) = bottom such that they are not visible.All fasteners used in disconnect switch Customer Number Painted Black to match OCopy,Chevrons to be routed with sealing boot assembly of internal components shall be coated to prevent 136969 RAL 7021 satin finish)0 out of aluminum face and corrosion.Internal structure shall be constructed as per approved UL label shop drawings. Quote Number .125"(3r..1backed with.125"(3r..1 -Federal Way,WA*3245 ©Side View Front View translucent polycarbonate-white Side View SW Campus DR and 21st Ave 136969_R3 Scale: = 1'0" 0 Scale: = 1'0" ©Scale:1"=1'o" 0 Graphic elements are internally illuminated with Sloan,Prism Enlighten File Name White 6500k LEDs.LEDs to be mounted to sign back with self contained House power supply.All electrical components are removeable for service. Salesperson Attachment: Karen Fischer 0 1/2"0umm)wide neoprene/ 30 lbs. approximate sign weight © Attach flush to wall.Anchor fasteners as required for existing wall Drawn By gasket around inside Secure 4 places using structure.Support structure be constructed as per approved shop *• perimeter of filler 3/8"x 3" hanger bolts or similar top corners drawings and shall be integral to the sign cabinet. Checked By with#12 x 2" screws or similar in bottom corners August 4,2019 0 Sloan 6500k White LED's O Sign must meet all regulations in the National Electric Sign Code as well as any local or Date Approximate attachment points state codes.As per NEC 600.6 sign is equipt with a service disconnect switch.Sign shown with arrows. must be listed as an Electrical Sign per Underwriters Laboratories UL48 and/or CSA • and bear the appropriate UL,CUL,or CSA relevant certification marks.Primary power E) U.v . . .. • �• 3/8" dia. E 3/g by electrical contractor per NEC. ° 116.rrw//ln°mm)dia. °SP"s Ul UL grade 5 bolt Hilti HLC-HX • : Hingable with 3 7/8" with nut,flat& 3 7/8" sleeve anchor with • lock washers r (Parra) -1 :I:, nns fn4j , 31/2", 31/2° DT Illuminated Arrow Series Flush Mounted RH 48in 1220mm#14099 U v fano hinge r .i ir embedment �'• p g '�' B9 ) ��`• Size Sq.Ft.t Sq.Ft., Volts Amps ( J Approved a 0 21"(533mm) 4.52 6.96 120 0.85 r 3 Approved With Changes Noted Internal o Weather proof F \; �.j 1:Figured as illuminated center part power supply disconnect switch Lr i, r 2:Figured as complete signage Customer Signature with sealing boot ir IDate 1O— '� Landlo 'S iinature ,:j__,. .._.. O Vertical Cross Section View Typical I % T--- --- -11'-3"- Date Scale:3/4"=1'0" _ ' i . e e _'/ Lfb / lf"J `jl��Id - SignsB&C �� - - '- " DRIVE �\/ 1/ 1. t �- sign square footage calculation: cv% 2'3"x4'0"=9sgftTHRU1'2"x11'3"=13sgft "I '� Total sign area=22 sq ft 4'-0" TM C-- {E I -s / 01. F *3245 SSW Campus DR&21st Ave e r j., � ------ • (Twin Lakes) __ °11I" 9 Federal Way,WA —r RECEIVED This drawing is intended to provide a reasonable representation of the final SEP 04 Service Position-Section View Installation Details-Section View-Framed Wall Installation Details-Section View-Brick Wall 2019 manufactured article.Fasteners and seams materials may not be represented - - ©Scale:1 1/2"= 1'-0" O Scale:1 1/2"= 1'-0" O Scale:1 1/2"=1'-0" exactly as they will be fabricated. CITY OF FEDERAL WAY Colors on prints may not accurately depict COMMUNITY DEVELOPMENT 4rc1fi`colors. WALL 5 of 5 ground ground sign — sign ground • ff E.6 sign • :l" E.5 r I E.7 ground - la& sign ETUBE ART GROUP I l ■ I ?-� Seattle Office I II I I 11715 SE 5th Street Bellevue,WA 98005 I I r 7 f- i f- -1 r ..� -- I u �� / \�L JL JL—___ _JL ---ill I 206.223.1122 111 n ) „ _ / \ J 800.562.2854 / r� `1 Fax 206.223.1123 ■■ ' /,, ‘,..A_,' ground ■• I V </ (1/..-------/K _ signThis original artwork is protected IM� oxrvc. oxrve under Federal Copyright Laws. I \ / �� Make no reproduction of this II „,/„. v /rte— — i C -1 I I design concept without permission L■L from Tube Art Group. ■II G STARBUCKS DDI A B 2,332 SF o 7200 I iI I Customer Number 1-—— t `* - I 136969 r--, �1�/ I I ^dumber Sta •Federal Way,WA 43245 bucks ■■ I i /' _ SWrCampus DR and 21 t Ave 136969_R3 I File Name I Huse I Salesperson L UI� AKaren Fischer 1111 (n i 11 August 4,2019 w ■■ l , ground > ' 1111111 1 III I sign ■■ °A ' ,iI II .ms, (nnno I-- ■■ I V ii MEI E• 3 1 CV 11111 : 71 A B ,,,,,,,,.._90 LI NI , .1 _ �� • L. D ■■■ mal [ ]Appraved ^-- ” I [ ]Approved With Changes Noted wall sign ■■ I 1 Customer Signature I Date %I Landlord Signature I I ,'CM • I Date II 111111° •I d ril I ; & ground ♦ — — _—_ sign �44_/** - -- - ---------------- ------ DRIVE E .� �� TM THRU) 8 i - wall sign — __- ‘‘,.\\-..-______ 43245 tf3245 round g SSW Campus DR&21st Ave Existing monument u g SW 337TH PL \ wal 'en (Twin Lakes) ` replace existing face only o�bX sign RECEIVED Federal Way,WA r--, I I E.4 SEP 0 4 2019 This drawing is intended to provide a reasonable representation of the final manufactured article.Fasteners and seams A B in materials may not be represented CITY 1 OF FEDERAL WAY exactly as they will be fabricated. Site Plan COM, /14 DEVELOPME ' CP fors ono prints may not accurately depict O Scale:No Scale G©a ,ecific - GROUND 1 of 11 s'0"(2743mm) 3",73mm) Exemptground sign E.1 e Xe i I I 9 I' "n92mm) 3'-2"065.).)) 5'6"It676mm) 3 76(3771 - Design ID #14106 Manufacture and install one (1) single faced AG T r "4"UO2mm) 3'x 4°x 5/16°i73mmx,r2mm.rmm' non-illuminated drive thru clearance bar sign. . - -� steel tube cross bar r horizontal tube TUBE ART GROUP 3'-6" 0 Scraper Bar to be 2"(5,-)x 5"027mm,x 3/161.)aluminum rectangular tube,ends 2"z (1067mm)o.c. Varies to be flush capped with aluminum,painted Green to match PMS 369c(satin (5..„,, I ,i finish). Seattle Office A 3/8"Thick Steel mounting 11715 SE 5th Street Tab to IF; TAB Weld to TOP of 1.-- s i ' Copyto be opaque Bellevue,WA 98005 5„ ) x'-x" A .7 A , <' Tube 3/16" Placard(2 REQ'D)Paint to match 3M Scotchlite White#680 10 reflective film(field apply). 206.223.1122 "27mm'}— _ 0 t',., tube/cross bar. 800.562.2554 © Chevrons to be opaque 3M Scotchlite White#680-10 reflective film.■ Fax 206.223.1123 �(� ---© B Type 304 S.S.Thimble for V ■ 3/16"wire rope Typ.(do not paint) 0 Striping to be opaque 3M Scotchlite White#680-10 reflective film.Striping r � Type 304 SS oval extends 3/8"nom.,onto front face. rnis original artwork is protected 5"x i2n nz7mtube,, g compression sleeve under Federal Copyright Laws. Pre space vinyl aluminum tube,painted sal legends to be green to match u) 3/16"i5mm)dia.type © Suspend sign face from support arm with 3/16"s.s.cable and attachment Make no reproduction of this design concept without permission applied onsite PMS 369c(satin finish) E 316 SS wire rope hardware. from rune Art Group. as needed m (7 x 19 strand core) FI.- Q Support structure to be welded 3',73mm)x 4"(o2mm)x 5/1618..)steel rectangular w];� 3/16",5m,type 316 SS tube construction,painted Black to match RAL 7021M(satin finish).Support 1_z co wire rope clip.(2)SS nylon structure be constructed as per approved shop drawings and shall be retro 200 nfr lvtlmner M locknuts per clip fittable to existing sign foundations.All foundations,existing and new must 6 ilLTab to be analyzed for suitability and must meet local city and state code 136969 Tube 3/16"r ' Type 304 S.S.Thimble for regulations. Quote NullthCr E Attachment: 3/16"wire rope Typ.(do not paint) Starbucks-Federal Way,WA#3245 250 lbs. approximate sign weight SW Campus OR and 21st Ave 136969_03 3/8"Thick Steel mounting NOTE:Cables length provided to accommodate a clearance height as low iso Secure 4 places using TAB-Weld to TOP of as a 7'-0",along with a sheet of clearance heights ranging from 7'-0"to 3/4"x 36" anchor bolts in concrete footing Placard(2 REQ'D)paint to match tube. the maximum height of 9'-0".(Sign installer to confirm and apply height House Approximate attachment points restriction in the field during the installation of the clearance bar) Salesperson shown with arrows. ,i2"x 5"x 3/16"(51mmr127mmrsmm) Karen Fischer steel rectangular tube placard. Drawn By .. 3"x 4"x 5/16"(23mm 3 102m 3anm) steel tube painted black t match RAL 7021MNOTE:Clearance Bar height may require August 4,2019 adjustment to accommodate curb ©Section View and/or foundation height.Manufacture Scale:3"=1'0" 4.__________ to provide(2)2'-6"(762mm)cable lengths for such adjustments. 8"(203mm) I 1"(2snxn)—• .. N�� "� T- /-1 1/2"i3rmm) r t - 5 ,umm I I I r 'F 'I 'I I� ©Side View r(.r Scale:1/2"=1'-0" 3/4"lis m,steel base plate r 0(4)3/4"osmm).x 36",.,..m) 1.3/4"Anchor bolts -t�V 2.Galvanized 3/6" 7/8",zzmm)x 2 3/4"comm,x 30*radius r 7 Approved A36 steel anchor bolts 1 1/2" H E E 3.4"of ABS' exposed —I I m R slot for 3/4"nrmm,anchor bolts. t ]Approved With Changes Noted g 6/4" F, Eo it) Q(6)#4 bars on a - — + 3'x 4"x 5i73mmxupport tube Footings may vary due to site specific soil conditions and frost penetration. e I 11"pattern with 0 �' d- steel tube vertical support tube The information provided on the pole and sign footings herein are subject 0 (6)#3 sturrups Customer Signature /� �_ L�.L to approval by the City and/or Municipality. 4"n02mmi O.C.Oa to co E . - — -_ q then 10"o.c.there after — — m 3/16")5mm) Date 3"Min.Conc.cover ©Welded Tab Section View O Base Plate Enlarged Detail Landlord Signature Do not weld rebar Half Scale Scale:1 1/2"=1'-0" DT Clearance Bar Arrow Series Date 0.33 cubic yards of r 5'-6"(1676mm) Freestanding 10'-3"3124mm#14106 concrete 3'-6"(1057mm) Included Extra Pre-Space Legend iOtii ' a 3"clear ct 00_000 70 600 Jl,, - 4. r Imperial Metric I. a a } 8'-6" CLEARANCE ( 1- 7'-0" 2.13m Cu 00 0 0 00 1'-s"457mm _ _ _ ) L 2- 7'-6" 2.28m O o O o O TM 3/8" 1 1/2„ 3"stirrup 0.-) (36mm) A Painted green to match •I` 1 1/2 13�.m' 1- 8'-0" 2.44m x3245 hook typical 0 Placard Graphic Details-Front View PMS 369c(satin finish) �a RECEIVED SSW Campus OR a 21st Ave 2- 8' 6" 2. ar (Twin Lakes) O Front View Q Plan View Scale:1"=1'-0" Federal Way,WA • Copy, n Sc striping 1- 9'-0" 2.74m DT Clearance Legend Scale:1/2"= 1'-0" Scale:1/20=1'-0" to be opaque 3M Scotchlite White#680-10 reflective film Scale:1"=SEP 04 2019 This drawing is intended to provide a reasonable representation of the final S'-6"(1676mm) Size Sq. Ft. `' ` manufactured article.Fasteners and seams " r 2"typ.l5lmm)r fi 12"typ.is,mm) , ,r CITY OF FEDEPAL Wl T n materials may not be represented N ,"""""" �", 10-3 (3124mm) 2.29 COMMUNITY DEVELGPMEP� exactly as they will be fabricated. Colors on prints may not accurately depict specific colors. Painted green to match 1.)Figured as visual text cA Placard Graphic Details-Bottom View PMS 369c(satin finish) GROUND 2 of 11 Mr Scale:1"=1'-0" AG TUBE ART GROUP - � Exempt ground sign E.1 continued I s 8 1/2' [216] t Seattle Office Manufacture and install one (1) baseplate cover for one (1) existing 11715 SE 5th Street , ,0 .,ay msy. tt!?;souWei.080 ahxlnioum-2 owe 7 -v4--1--- ! 4_—� Bellevue,WA 98005 ,. 9` .' 1 I Drive Thru Clearance Bar 206.223.1122.hl-aaatt to m itds tatbtx*5 I I ` '' A ---� Blas*R.A1 7021 I 1 800.562.2854 Cd' L$9 j +� I 1 I Fax 206.223.1123 i .rwxw.warrZfr�c� _ I I I This original artwork is protected I under Federal Copyright Laws. H.� . .....4 Make no reproduction of this J L y design concept without permission rom Tube Art Group. Stmt Tube 3-1/W x 4 14/16'Hole wits 1/2 ad us t.Untets IMop 7200 Customer Number III base Coiet 0 Plan View)Baseplate Cover) Elevation View(Front Section) 136969 Scale:NTS ©Scale:NTS ;,_I. ni,,„her Starbucks-Federal Way,WA#3245 SW Campus DR and 21st Ave 136969.R3 ale Name tabs added to screw House base plate covers together s d Ira [216] -� Mad Hate r ,!,arson g �g� Karen Fischer i —�—: isper cep gml Drawn By * ; 'Ikk Design ID #14106 I i I 7 -.— 1'x 1'x1/8•AlulrlaitgieClip I 1 .� Checked By I ;-'I __ 1'tong-ata tocolumn w/ Clearance Bar �_r 38 self-dtehag 8hee'1 2 MBO) TM August 4,2019 H I • #R S.S.,#n-drt1tlr g 5„ f.:.,_ 1 .- I '1f EL1 VRWUBERow°PARIS MAI _I p ; :,� a� I LION OVER OF I 1 ; BABE PLAT N. 1 I Co T—' I ]Approved OSide Detail Scale:NTS [ 7 Approved With Changes Noted 8" w �e"� :astumer Siynature CD->l W E Date ©3DScale:ViewNTS LandlordEll al .. Signature ' ^ ^, "C3Uate CZ C3) 4214 i-1 :4, O TM L base plate 8" SSW Campus DR&21st Ave (Twin Lakes) Federal Way,WA • - 7 RECEIVE This drawing is intended to provide a .� reasonable representation of the final •manufactured article.Fasteners and seams P . __._. cE04 2019 n materials may not be represented Gr `� :,xactly as they will be fabricated. Colors on prints may nal accurately depict CfTY OF FEDERAL WAY ,peclfic colors. COMMUNITY DEVELOPMENT GROUND 3 of 11 ® Base Detail-Faceplate Approximate Scale:3"= 1-0" K 2'-7"payem, 53/16" Exemptground sign E.2 & E.3 € ew 1� P 9 r 52mm) - Design ID #14104 l� 6" 11 7/8" 8 7/8" I (152mm)I r (002mm) I I (225mm) I 1 T AG °Applied 3M vinyl- Manufacture and install two (2) double faced backlit illuminated ��—, T �L i.1,, DRIVE , 1 T White#3650-10 DRIVE �. .� drive thru cabinet signs. TUBE ART GROUP r �� L� •��tff- T H R U T H R U �Itf� Cabinet to be fabricated from.090"(2mm)aluminum,painted Black to match RAL Seattle Office • E 7021 M(satin finish),with Applied 3M vinyl-White#3650-10 white end caps. 11715 SE 5th Street 3/8"typ. E Bellevue,WA 98005 comm) .=_—_ .= En 0 Siren disk to be routed out of aluminum face with routed disk cut-out of 3/8" 206.223.1122 (10mm)transparent acrylic-clear(1/8"(3mm)routed ledge with 1/8"(3mm)net push), 800.562.2854 0 0 0 0 disk edges to be flame polished with second surface applied translucent 3M Fax 206.223.1123 Scotchcal vinyl diffuser film-white#3735-50.Siren logo graphics to be a first This original artwork is protected M t ---Open--- ---Open surface applied translucent 3M Scotchcal vinyl diffuser film white#3735 50, E. with an applied overlay of the siren background being translucent 3M Scotchcal under Federal Copyright Laws. Make no reproduction of this co 3" vinyl-Holly Green#3630-76. design concept without permission "' 0 Arrow Graphics and"DRIVE THRU"copy to be routed out of aluminum face and from Tube Art Group. N —-.. " 1"(25mm) 4 total backed with.125"(3mm)translucent acrylic-White#7328.Note:all acrylic 1.Embed 6"min.1/2"AB's elements to be attached to back of aluminum faces with welded studs. 72002.Galvanized 0 Cabinet to be welded aluminum construction with no visible fasteners. Customer Number L 3.2"of AB exposedFasteners retainingthe hinged face will be located on the bottom such that they136969 3 1/16"pamm)� 1'-5 3/1V(437mm) .-6 1/8"(,56me) _ 9 ponents © • O © 0 yi minimum side)/2' d a.12" approved tshopdrawings. corrosion.Internal structure shall be cfasteners used in assembly of onstructed struct d as per be StarbucksCampus.eFederal Way,WA#3245 DR and 21st Ave 136969_R3 ©Side View O Front View ©Side View 2'-0"mm. long anchor bolts g Scale:3/4"= 1'0" Scale:3/4"= 1'0" Scale:3/4"= 1'-0" into natural O#3 ties(3 EA.) 0 Graphic elements are internally illuminated using Sloan Prism Enlighten White House grade or o engineered 6500k LEDs.LEDs to be mounted on an internal baffle with self contained power 0#3 ties,TYP supply.All electrical components are removable for service. N O#4 verticals(4 EA.) p Karen Fischer O Sloan power supply 0 Support structure to be welded aluminum"C"channel uprights and aluminum fira""By D Sloan Prism Enlighten White square tube base,painted Black to match RAL 7021 M(satin finish).Support "" 6500K LED structure be constructed as per approved shop drawings and shall be integral to checked By m 1'6"`45,mm) the sign cabinet.Base tube to be constructed so that it is retro-fitable to existing • r vim _ • t August 4,2019 �o � Rear View sign foundations.All foundations,existing and new must be analyzed for ,C) R V[lit t . ' Scale:3/4"= V-0" suitability and must meet local city and state code regulations. LI lJ ( NOTE:Anchor bolts to be galvanized. 0 Sign must meet all regulations in the National Electric Sign Code as well as any local or state codes. e3 �/�r u U u As per NEC 600.6 sign is equipt with a service disconnect switch.Sign must be listed as an Electrical • 11L...111 • • Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL,CUL,or CSA K,,rfs".' • ._ a 6 1/8"056,,,m, relevant certification marks.Primary power by electrical contractor per NEC. Sp ul O c"s ()Service 6"052r.) Revisions ODisconnect switch- I. 2"(5,,,,,,,2"(5,,,,,,,x 5"027,,,,,,x 3/16"(5-4 flat aluminum bar [ ]App DT Directional Illuminated Arrow Series-46in 1170mm#14104 0 Disconnect switch- access weather proof with weather proof with screws sealing boot r I Size Sq.Ft., Sq.Ft.2 Volts Amps I ]Approved With Changes Noted sealing boot InNI 'Alp Counter sunk screws pUL label location ' c,; � 46"(tt7omm)I 3.22 9.90 t20 0.85Inside of leg = 3/4"„9mm,x 3/4",amm,x 2",5,mm,x1/8"(3mm) < angle aluminum clips3",rem,x 6',52mm)x 3/16"(5me) Footings may vary due to site specific soil conditions and frost penetration. customer Signature c� aluminum uaSe tube. The information provided on the pole and sign footings herein are subjectLIIgl � .090"(2mm)aluminum escutcheon plate to approval by the City and/or Municipality. Date CS 3"pamml X 1 3/4"f44mml1. 1/2"1,3mm) \ Landlord Signature aluminum channel Counter sunk screws / 0 Electrical junction box O Base Detail-Section View LINE 3 R R Scale:3"=1'-0" Date ti VOLT 1'5 3/16" 'I .lei r (E37mm, ©Vertical Cross Section View Typical O Service Position-Section View Electrical conduitp 1. 4" ©Cover opening for electrical - S Scale:3/4"= 1'-0" r Scale:3/4"=1'-0" 01 1/2"(same,dia.hole for electrical conduitoD 9 r - - -' - - r A 1 111 ] (1 Conduit MAX) AllK rM OCS3"(76mm,x1 3/4"164..,1 apbs0) N3295 -- F _ 0� aluminum channel _ pr =�-- = SSWCam us DR&21st Ave 1- Elf=, 0 Red line indicates the pattern of the (IIIIIN,,.._ ) (Twin Lakes) Federal Way,WA • L escutcheon plate at top showing howEscutcheon plateat top �T _ _ Base Detail-Section Viewplate slots into"C"channel uprights. � ECEIVED This drawing is intended to provide a _ _ I base r late 3/8" I O .reasonable representation of the final • j�-� 1/8"aluminum sign face 0 Scale:1 1/2"=1'-0" manufactured article.Fasteners and seams . I I i 1 Diffuser film SEP 0 4 2019 in materials may not be represented ttt111 0 5/8"Hamm,dia.hole(s)for 1/2"o3mm,anchor bolts rr Translucent Holly Green vinyl 4 - 1 1 i 3/8"acrylic-clear flame polished edges exacuy asPhey wide fabricated.y p " 1 + Colors on rims ma not acuvatel depict HI i F FEDERAL WAY pecific colors. Diffuser film COMMUNITY DEVELOPME\rT QBase Detail-Section View Enlarged Section View Scale:1 1/2"=1'-0" I Scale:3"= 1'-0" 0 sasets%Notes detail GROUND 4 of 11 e oA io 1--- 2'-1"(635mm) 5 3/16" 2'-1"i63smm, rl 1 s om1/4AG I r i,3zmm.I r I 21/2" 1013/16" 815/16" N1 ( ( i6�)r -I' (275mm) ii (22rmm, 1 Exempt ground sign E.4 r r �L CAUTION J. - CUSTOM NON-ILLUM. EXIT/CAUTION SIGNI TUBE ART GROUP g =' �. Seattle Office _ ' _ m L EXITX Manufacture and install one (1) double faced non-illuminated 11715 SE 5th Street - .- C7 .- `DL I L ON LY Bellevue,WA 98005 drive thru cabinet sign. 206.223.1122 3/8"typ. LL PEDESTRIAN CROSSING800.562.2854 _ 0 Cabinet to be fabricated from.090"i2mm)aluminum,painted Black to match RAL �` 7021M(satin finish). Fax 206.223.1123 This original artwork is protected /,'i o 1 0 0 "CAUTION"face to have 1st surface reflective Yellow vinyl. ander Federal Copyright Laws. 0 "EXIT ONLY"face to have 1st surface reflective White vinyl. Make no reproduction of this CO Open-. ----Open-- design concept without permission Zo Q Cabinet to be welded aluminum construction with no visible fasteners. from Tube Art Group. r 1'-5 3/16"(437 ) 3",,5,,' Fasteners retaining the face will be located on the bottom such that they Ki —, 1°i25mm,co are not visible.All fasteners used in assembly of internal components shall be 7200 coated to prevent corrosion.Internal structure shall be constructed as per Customer Number approved shop drawings. 136969 -t— o Support structure to be welded aluminum"C"channel uprights and aluminum ,sole Number 3 1/16",73,—,F 1'-5 3/16"1432mm, �6 1/8"it56mm, Starbucks-Federal Way,WA#3245 - square tube base,painted Black to match RAL 7021 M(satin finish).Support SW Campus DR and 21st Ave 136969_R3 • ; o ; a — ; structure be constructed as per approved shop drawings and shall be integral to Q(2 ea.side)Embed 6" the signexisting E House natural long 0#3 ties(3or EA.)e 12"minimum 1/2"dia. suitability and sign foundations. nm Atllmeeb local be city and stateed codew must be regulations. for Karen Fischer ©Side View O Front View ©Side View into natural Scale:3/4"=1'-0" Scale:3/4"= 1'-0" Scale:3/4"=1 0 E grade or ii engineered c fill o#3 ties,TYP. N o#4 verticals(4 EA.) * INSTALLER NOTE:Refer to Faceplate Detail template .. layout for exact faceplate details. Nut zed 8-32 flat head August 4,2019 ,ri - —• 1'-6"1m7=) CUSTOM Exit/Caution Sign-Non Illuminated-46in 1170mm '• • •` O Rear View Scale:3/4"=1'-0" Size Sq. Ft. Volts Amps 46"(1170mm) 7.99 WA N/A NOTE:Anchor bolts to be galvanized. I - - - Footings may vary due to site specific soil conditions and frost penetration. It t s°n r ® i 6 1/8")56mm, .1 The information provided on the pole and sign footings herein are subject r I to approval by the City and/or Municipality. [ ]Approved 6" 52mm) [ ]Approved With Changes Noted °Service access,screws 2"(51mm)x 5"027mm)x 3/16"*.)flat aluminum bar r a. Counter sunk screws flifnie3/4")iy,,, x 3/4"„Gmm,x2"(5,mm)x 1/8"0—,angle aluminum clips Customer Signature Co 4—O CS 3"I'6mm,x 1 3/4"t4xm6,.6ae43"n6mm,x 6"(152—)x 3/16"(5,,,,n,aluminum base tube. Date paluminum channel c, 111 q LI' \ .090"(2.,)aluminum escutcheon plate Landlord Signature 1/2"i,3mm, LINE - Counter sunk screws VOLT Date 0 Base Detail-Section View Scale:3"=1'-0" 1'53/16" 41111Wikw A-- Vertical Cross Section View Typical Service Position-Section View r 43rmm, 1©Scale:3/4"=1'-0" O Scale:3/4"=1'-0" 1. 4 i TM r - E� #3245 r O LINK O1r 1 SSW Campus DR&21st Ave -.-. (Twin Lakes) r 0 CS 3"v6mm,x 1 3/4°p4mm,,60os Federal Way,WA • _ O aluminum channel FAECE IV E n Escutcheon plate at top `� �� This drawing is intended to provide a I Q l 0 Red line indicates thepattern of the , n A 1.. . reasonable representation of the final — � base t late 7 3/8 pr , .L -- - - - - - - escutcheon plate at top showing how 2019 manufactured article.Fasteners and seams plate slots into"C"channel uprights. EP O 4 n materials may not he represented /t 4" exactly as they will be fabricated. O Base Detail-Section View OF FEDERAL W'Y`°'°rs on prints may not accurately depict 0 Base Detail-Section View Scale:1 1/2"= 1'-0" F 5/8"„6mm,dia.hole(s)for 1/2"0301m) i m,anchor bolts f 'UNITY DEVELOP ENF1 fi`L010Y5 e 0 eueple,efep foam Wall GROUND 5 of 11 q_Ae (ht-p-- Exempt ground sign E.5 - Design ID #14119 - 5 Panel Menu Board AG *INSTALLER NOTE:Refer to Faceplate Detail template layout for exact faceplate details. Exempt ground sign E.6 TUBE ART GROUP Manufactured by others, installed by O'Sage Signs - Design ID #14120 - Pre Menu Board Seattle Office *INSTALLER NOTE:Refer to Faceplate Detail template layout for exact faceplate details. 11715 SE 5th Street 96 1/2" Bellevue,WA 98005 Manufactured by others, installed by O'Sage Signs 206.223.1122 rte._ __- 800.562.2854 ao=.. 144 1 Fax 206.223.1123 .--• (� 7, 5 I " O —7-7_7-----,7----„_=_____ This original artwork is protected -........--=-------_-.. -� '-� �. under Federal Copyright Laws. Fes{ " " Make no reproduction of this �F--...---- `p a N design concept without permission 108" from Tube Art Group. Plan Section View Plan Section View ©Scale:3/8" = 1' 0" Scale:3/8" = 1'-0" 7200 „iomer Number 35 5/8"Halo 136969 1.3/4"Anchor Bolts ' 301/8"Case 2 3/4"Halo Starbucks-Federal Way,WA#3245 2.Galvanized W Campus DR and 21st Ave 136969_R3 - 6 3/4" S 25 3/8" 1 2 3/8" I 3'-01/8" 3.4"of AB exposed. Lens Opening 1 Face Frame 5" 2 3/4"Halo I 3/4"diameter x 24"long House 2'-6 5/8" 6 3/4"I 6" s \J- 7_„ _-\ / —2 3/8"Face , L 3/4° Finished grade F1554 nchor tirade 36,4 each s 2'-1 3/8" u ( g ) Karen Fischer w I c / Ni % 25/8" 23/4"� ,) c---- ii � Drawn By C, / / m it #3 ties ** O II - F., w d 2'-11/8"v.0. Co .- - eae Checked By Q F - - r A August 4,2019 YC oo C�, v M M E ii #3 ties,typ. in /[ \ _ / \ c. , M at 12"O.C. P ----�IY1- o, = w 0. i v o, 251/4" III O O k__y____f-I==��1 Graphic Width 4 5/8 _, / \ .� :: #5 verticals 36 7/8" `D Street Curb III 14 1/2" -► i; .- (6 each) 4.t t 1 5/8"1-1, . -,6" ''.-61 2'-0"Diameter [ )Approved O © Front View- [ ]Approved With Changes Noted Front View-5 Panel Menu Board Section View IF Scale:3/8" = 1'me Scale: Pre menu Board Section View Footing Details Scale:3/8" = 1'0" Scale:3/8" = I-0" © 3/8"= 1,-0" © Scale:3/8" = 1,-0" 3/4"diameter x 24"long Customer Signature NOTE:G.C.to verify if existing footing Finished grade anchor bolts Menu bottom plate outline can be used in lieu of new footing(typ.) Date (F1554 grade 36,4 each) Menu bottom plate outline r____ --_- ___ at all footings 1.3/4"Anchor Bolts 1111111111117mo mom NOTE:Anchor bolts to be galvanized. t andlo,ti Signatu `' 2.Galvanized III #3 ties3.4"of AB exposed. (3 each) Date 41111/. * ; 4. C116 14" 0 #3 ties,ty . lel 3/4conduit for 120v AC(center in footing) 111111 3/4"conduit for120v AC(center in footing) E at 12"O.C. O O i II 11 #5 verticals NOTE:G.C.to verify if existing footing can be used in lieu of new looting 43245 TM SSW Campus DR&21st Ave NOTE:G.C.to verify if existing looting can be used in (6 each) (Twin Lakes) lieu of new footing ©Base&Footing Section Federal Way,WA Scale:3/8" = 1'-0" — RECEIVED ,= toin Base&Footing Section 2'-0"Diameter l`./_ Oreasonable representaintendedtion theprovifina al Footings mayvary due to sitespecific soil conditions and frost penetration. manufactured article.Fasteners and seams The information provided on the pole and sign footings herein are subject in materials may not be represented © Footing Details — to approval by the City and/or Municipality. SEP 0 4 2019 exactly as they will be fabricated. Footings may vary due to site specific soil conditions and frost penetration. Scale:3/8"= 1'-0" Colors on prints may not accurately depict The information provided on the pole and sign footings herein are subject specific colors. - to approval by the City and/or Municipality. I NOTE:G.C.to verify if existing footing CITY OF FEDERAL WA`( can be used in lieu of new footing(typ.) COMMUNITY DEVELOPMEN at all footings - NOTE:Anchor bolts to be galvanized. GROUND 6 of 11 . AG TUBE ART GROUP Exempt ground sign E.5 & E.6 continued Seattle Office 11715 SE 5th Street Bellevue,WA 98005 N454 *. ; * Design ID #14119 Bellevue, 800.562.2854 Fax 206.223.1123 5 Panel Menu Board TM This original artwork is protected under Federal Copyright Laws. Make no reproduction of this design concept without permission { - "`- from Tube Art Group. / , LINE 7200 Customer Number ' VOLT• VOLT 136969 Quoit.Number i s Starbucks-Federal Way,WA#3245 is mi. SW Campus DR and 21st Ave 136969 R3 House NKaren Fischer L Drawn By .'.....----'------7 (1) *le Checked By (lie) August 4,2019 iA ., ... as .14 /1 � i d` a) CI 7 Approved D0 ..10 [ ]Approved With Changes Noted lir 0 0 1.1L ra ----...----7 Lostomer Signature asp p/ Q. Date ate 3711 �/� Landlord Signature CO ,--------j Date illWp CD TM 13 If #3245 SSW Campus DR&21st Ave (Twin Lakes) RECEIVED Federal Way,WA RECEIVED�J This drawing is intended to provide a SEP 0 4 2019 reasonable representation of the final manufactured article.Fasteners and seams in materials may not be represented exactly as they will he fabricated. 0 Baseplate footing detail CFTY OF FEDERAL WAY Colors on prints may not accurately depict COMMUNFFTY DEVELOPMEN— specific colors. GROUND 7 of 11 ground E.7 t- 2'-6"diameter Exempt FX e w� t— sign3"cover - - Design ID #14163 & #14116 - Digital Order Screen & Canopy Manufactured by others, installed by O'Sage Signs tocurb 0 4101 ,.._ AG *INSTALLER NOTE:Refer to Faceplate Detail template layout for exact faceplate details. / • Concrete foundation ,. 4 � 3/4"diameter A307 anchor bolts " #3 ties,10"c/c(3 in top5inches) TUBE ART GROUP ` 7'-6"Roof Panels&Support Frame '•-,., / ' (6)No.5 bars• #3-Header Channel NOTE:Anchor bolts to be galvanized. -_ Seattle Office 1-3" 11715 SE 5th Street 4'-7 1/8" 40"on center Bellevue,WA 98005 — — — rr);:A ""+ 4'-4 3/8"O.C. 206.223.1122 "P %1°7,,iti 800.562.2854 #4-Roof Panels—\ 1 I%:<,.�+�•, "•�r�A� 1'-3 1/2" 1'-01/2" 4--1 3/8" O Footing Plan View Fax 206.223.1123 i ___-2 _ soh ' 8 7/8" 3/4" Milli Scale:3/8" = 1'-0" :7: a.,r1tt 1"x 2 1/4"Ovals `fi �y'y '��t a _ This original artwork is protected `aC�'.lt15 .�-1 7/8" under Federal Copyright Laws. #4-Roof Panels ��_% h�' ✓ 2'-10" *r�t-xaa+ j '±-L_ ® ® 6„ oo • - 2'-3 3/4" 8 1/2,. 4„ p '��"�'«r.+�:t• r _ Make no reproduction of this gii w .i C�t�.cr m design concept without permission ti t.e. 9 p #4-Roof Panels--\ *arc 2'-O" a N from Tube Art Group. i f`•' 1=- � [iiN'=1':44; = ` "'� �"` 7" #2-Steel Posts 4 5/8" #1-Steel Base Platesilliiii15, 7200 r» #5-Roof Frame ' °N Mic&Camera Customer Number ©Top View 0 Detailed Base&Footing section0. or o ' 136969 Scale:3/8"= 1'-0" 1' Scale:3/8"= -0" o. v . Quote Number D Starbucks-Federal Way,WA#3245 SW Campus DR and 21st Ave 136969_R3 4'-51/2"O.A. 11110111. File Name 3'-3 3/4" 4'-01/8"Roof House #3-Header Channel I 2-23/4 #3-Roof Panels #3-Header Channel--\ 1_1:4Salesperson " #5-Roof Frame 3 1/4) `qrl._,..' Karen Fischer Li ° ° _I_ _ __ — — _ I 9 0 Drawn By pi • V-1:---- A pp .0.4 #7-Steel Frame l� ` Speaker ** 2° Checked By M=��===�� I #7-Steel Frame #2-steel Posts #7-Steel Frame ©Outdoor LCD Display 0 Front View-LCD Display , Section View-LCD Display August 4,2019 5'-101/2" Scale:No Scale Scale:3/8" = 1'-0" Scale:3/8"= 1'-0" Date 1 IIIIIIIIIIIII1 #11-LED Floodlight #11-LED Floodlight —II #6-Monitor Support Frame ky,• - t r �rR yf CV 00 u .i • T F.. Revisions L. `;' \� b> I ,l , 1,xa [ 'Approved a' `#8-Acrylic Letters I c o• i [ I Approved With Changes Noted dr - ` Ili1 3 IIo r ' i a Customer Signature 1 1 I i t r k Date �13/16" °' 1• 'I w., . ,q,c. - Landlord Signature #10-Electric Enclosure " et back c, I m ` 1 ` '-tet Date • #9-Base r 1 - F covers L J1 flio ' r rn N. .. s� t�- 3 .._ _._. �� _u__ IL' #9-Base Cover �"'�,.�' 3/4"diameter,36"length A307 anchor bolts I 4.7 5/8 1/4"plate,3"x 3" r TM Heavy hex nut I - #3245 Concrete foundation r !'v'^ SSW Campus DR&21st Ave D Footings may vary due to site specific soil conditions and frost penetration. (Twin Lakes) e" The information provided on the pole and sign footings herein are subject ,. Federal Way,WA (6)#5 bars to approval by the City and/or Municipality. . ! '� " E C E I V E D 1 I ' iii #3 ties,10"c/c li Ij II This drawing is intended to provide a (3 in tap 5 inches) 111111I II b O Example photos of canopy and order screen reasonableanuf a to representation Fon n the final ME 2019 rnaso a ble re article.Fasteners and seams I Scale:No Scale EP 0 4 JV materials may not be represented 1.3/4"Anchor bolts 2.Galvanized may exactly as they will be fabricated. Undisturbed soil 3.4"of AB's exposed 350 lbs. approximate sign weight CITY OF FEDERAL WAY Colors on prints ay not accurately depict ( 2'-6"Diameter I Secure 8 places using COMMUNITY DEVELOPMENT spacific colors. Side View DT Order Point Canopy Front View DT Order Point Canopy 3/4"x 36"galvanized anchor bolts in concrete footings - 0 Scale:3/8"= 1'-0" ©Scale:3/8" = 1-0" Approximate attachment points GROUND 8 of 11 shown with arrows. Exempt ground sign E.7 continued - Design ID #14163 & #14116 - Digital Order Screen & Canopy Manufactured by others, installed by O'Sage Signs AG TUBE ART GROUP Seattle Office 11715 SE Sth Street Mounting the DCB Adjacent to the Canopy (DID 14163) 206.223.Bellevue,WA 98005 1122 1• 800.562.2854 ' , '' Fax 206.223.1123 A 4Starbucks standard is to strut mount the DCB on struts installed adjacent to the rear of the canopy (photo on TMf -,-„,...1- . r� "� '' left), but it may also be attached to the mesh of the canopy using struts(photo on right). This original artwork is protectedt ' -44... ...;,. . r �+ °+ • under Federal Copyright Laws. t :: The mounting height of the DCB is critical; it must be mounted no less than 1' 6" 'Rake no reproduction of this r e.�.G design concept without permission t I 1'g..-,1-: 0 s, ,- from Tube Art Group. '.A:1416... .: :42:.*, '$,v , also, v O 7200 rE! �' ..ustomer Number O r 4 >: ° R I +P .��. - w 136969 - .. .... ,rr! .^� °" -3 -" Yi sem" i • . � fie- Starbucks-Federal Way,WA p3245 ili,.-- ' ° - ✓' - rrnr "'>' t. SW Campus OR and 21st Ave 136969R3 .._- * r^ - ,,o "r ! I_ Mile Nam, 4;"�lk »G y ., •.. / House yf _ r — t. i - ::::5::sdumer ' v RIZ St 11°1' ir I. 7., gg ° _ Ilk i� it d: :ef S Checked By . % ii y f ) ( .1 •• t ° August 4,2019 1. . • { — — f i r i+ CONTROL 800FASTErIEED TO FRAME [ ]Approved Any conduits should be centered, + .-q` -"- - rPh:H1T'tp F:G' '7 [ ]Approved With Changes Noted 4CR not in concrete, behind bolt pattern Coni, ; PER ELECTRICAL CANOPY 4tESH FAKE, p 4 Customer Signature 4'-7 1/8" ROUTE DOS POWER---.y wriP THROUGH L ESH OPENING ''' Date 1,'-4 3/8"O.C.- c*euQ 'c..w5c 1` - a SHROUD b w b Landlord Signature C'-01/2" 1 3/8" J N. Date 3/4" line vol low volt n 47 t I y 7/8" l '`''-- GRADE J► ; A. • n Q A ` CONOUtT PER ELEC R1CAL 21 , • [ ] V — / J LL °O tv SECTION CONCRETE FOOTING M :.ejz \. /^ N 7 __- _ DTE - DOS CONTROL BOX AT CANOPY , #3245 ...___._ ___ __ _.—..._. ___ -.__. SSW Campus OR&21st Ave + • (Twin Lakes) RECEIVED Federal Way,WA 7" #1 -Steel Base Plates Note: Sign installer responsible for mounting DCB to backside of canopy. General Contractor I his drawing is intended to provide a C4 5/8`'. connects power and pulls data cable. SEP 0 4 2019 ?anutabler re rese tationFasof theand seams n materials may not be represented CITY OF FEDERAL WAYsnctly as they win be fabricated. COMMUNITY DEVELOPMENT "rs pn Prints may not acpurately dePict specific colors. - GROUND 9 of 11 . AG • TUBE ART GROUP Seattle Office Exempt ground sign E.7 continued 11715 SE 5th Street outside base plates 55 1/8" Bellevue, 06 223.11 z 98005 ,, � Design ID #14163 & #14116 800.562.2854 52 3/8" - fax 206.223.1123 Digital Order Screen & Canopy 12 1/2" 27 3/8" This original artwork is protected base plate 15 1/2" under Federal Copyright Laws. Make no reproduction of this L -- design concept without permission LINE LOW VOLT/ from Tube Art Group. VOLT DETECTOR LOOP . ,_,_• • 7200 ____ Customer Number _Eli 2 1/2" r r 136969 l 1 7/8� )ante N „her :,,,,,,, C. r sp+ 0 Starbucks-Federal Way,WA#3245 7 a ., SW Campus DR and 21st Ave 136969.R3 ss ' Flic Na=nc r p House M Salespersoi. t CO' Karen Fischer ', t M CD Drawn By _ / } O E .: �V ; -- ._ Checked By (V `- I i \ August 4,2019 CD ,T— Q c Date O '. C o M N O M d N a) CD V 17. L 43 1/8" I ° 1 ]Approved Bolt pattern set l `1 M I 7 Approved With Changes Noted O on 19" dia / Between footings 10" a) c Customer y,.,..lr• as m --4 5/8" Footing center to center 40" .ca N ix Date L CD - -. _ _ _ 4 — — _ V '4.1 Landlord Signatui 0 4O O Date 4t LL 0 .0 NVItlifir Curb 4.. C k 0 L TM #3245 SSW Campus DR&21st Ave (Twin Lakes) O Baseplate tooting detail RECEIVED Federal Way,WA Approximate Scale:NTS This drawing is intended to provide a reasonable representation of the final SEP 0 4 2019 manufactured article.Fasteners and seams in materials may not be represented , exactly as they will be fabricated. CITY OF FEDERAL WAY Colors on prints may not accurately depict - COMMUNITY DEVELOPMENT specific colors. GROUND 10 of 11 EJ e_vitio -f-- .. • AG 6'-a" TUBE ART GROUP 6'-0" Exempt ground sign E.8 Seattle Office - D/F tenant display (new faces w/vinyl graphics) 11715 SE 5th Street Bellevue,WA 98005 206.223.1122 800.562.2854 Manufacture and install one (1) set of backlit illuminated sign faces Fax 206.223.1123 0 with vinyl graphics for one (1) existing D/F tenant display. This original artwork is protected 0 Sign faces to be cut-out of translucent white.177"polycarbonate. under Federal Copyright Laws. Make no reproduction of this 0 Background to be two(2)layers of first surface applied translucent Special Black(3M#3630-0171)vinyl overlay. design concept without permission from Tube Art Group. (fl Evolved logo background to be translucent Holly Green(3M#3630-76)vinyl overlay. Q "DRIVE THRU"&"TM"lettering to be reverse cut out of vinyl background to read White. 7200 ..,tower Number ■ ■ 136969 -r Starbucks-Federal Way,WA#3245 ''''T SW Campus DR and 21st Ave 136969 R3 Holly Green Special Black zo (3M#3630-76) (3M#3630-0171) House Brandy Pickering ----. - -- - Drawn By - DRIIIE w♦ I` 40110:4 .. �. Checked By = co T m N -.:.�� t. T EV c.1 - August 8,2019 N - = -• ^, Aug.9,2019 R3 BP 1u. THRU s ' t... . ..,. ,..... ... t \ • i��,,Fy_ - Mill- ' TM r N . ` �`.., . tf l DRIVE - — �`� THRU i,` :' �.1 [ 1 Approved 0 Front View ( ]Approved With Changes Noted Scale:3/4" = 1'-0" '' - Customer Signature Date Landlord Signature ..+ ] yy Date © Proposed © Existing Scale:3/4" = 1'-0" Scale:3/4" = 1'-0" TM #3245 SSW Campus DR&21st Ave (Twin Lakes) Federal Way,WA RECEIVED This drawing is intended to provide a reasonable representation of the final manufactured article.Fasteners and seams SEP 0 4 2019 in materials may not be represented exactly as they will be fabricated. Colors on prints mar 'a'accurately depict specific colors. CFFI OF FEDERAL COMMUCOMMUNITYDEVELOP MEN WP"ENT GROUND 11 of 11