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18-102690City of Federal Way Community Development Dept. A Federal Way, WAe 8003 L 1 Permit #:18_10269 (253) 835-2607 Fax: (253) 83&2609 0_ok Inspection Request Line: (253) 835_3N Project Name: STARBUCKS Project Address: 34024 HOYT RD SW Pro el:t Description: Remove existing wall signage, install new wall signage, install new Parcel Number: 308900 032 der point canopy. Includes footings for exempt menu boards and clearance bar. signs, menu boards and directional signs to existing J-Boxes. Electrical connection mfor wall Owner TOO HOYTIE TOYTIE LLC A llcant 901 NE GLISAN ST DAVID $EIVSON{ySAGE SIGNS LLC Conti PORTLAND OR 97232 15107 50TH AVE E OSAGE SIGNS LLC (ELECTR]CAI, 04) USA TACOMA WA 98446 OSAGESL8805A (81I116) 15107 50TH AVE E TACOMA WA 98446 .0 W R Sjgn Into a Reg. # Sign Type ��/1� 11VAted # Sign SI ~--- -- Faces n Face Building Sign A N/A Cabinet T Height (FL) Elevation Yes Sign B West t er i 5.00 7.00 West Yes 4.00 4.00 East Addifi al t!'r:fo Comprehensive rmation l l�i........................... NeigRilba siness Zo:ling 13esipialian,..,. CP of BN PERMIT EXPIRES Monday, Permit Issued on Wednesdav,l ty IS, g 19 I hereby certify that the above information is correct and that the construction on the and the occupancy and the use will be in accordance with the laws Washington and the City of Federal Ways and regulations of the State of Property pwner or agent• � Date: CITY OF VATHIS CARD IS TO REMAIN ON -SITE Federal Way THIS Inspection Record ]� INSPECTION REQUESTS: (253) 835-3050 PERMIT #: 18 102690 00 Address: 34024 HOYT RD SW Unit A Project: TOO HOYTIE TOYTIE LLC FEDERAL WAY WA 98023 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. 0 Footings/Setback (4110) Final - Electrical (4055) Final - Sign (4085) Approved to place concrete Approved Approved By Date/ By Date By Date 41 Attachment (4010) Approved By Date Air YI ���^ ✓�=1�'l9 ,�� Rough Electrical Final Electrical 0 Right of Way Approved Approved Ap loved By Date By Date I3v Date RECEIVED CITY BF JUN 19 2018 SIGN PERMIT Federal Way UTY OF FEDERAL V ', APPLICATION COMMUNM' DEV6LOF1,'. - PERMIT NUMBER 1 r ` J TARGET DATE _- '7- / SITE ADDRESS 34024 Hot Rd SW, Federal Way, WA 98023 BUSINESS NAME ON SIGN Starbucks ASSESSOR'S TAX PARCEL # 308900 _ 0320 ELECTRICAL INCLUDED (Attaching to existing J-box) Yry No ZONING DESIGNATION PROJECT VALUE $ Son DETAILED PROJECT DESCRIPTION remove existing wall signage, install new wall sign install drive throuqh menu package SIGN OWNER: CONTRACTOR: APPLICANT PROJECT CONTACT NAME PRIMARY PHONE Starbucks ( 253 ) 838 - 1023 MAILING ADDRESS FAX NUMBER 34023 Hoyt Rd SW ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS Federal Way WA 98023 NAME OFFICE PHONE O'Sa e Signs LLC ( ) - MAILING ADDRESS CELL PHONE 15107 50th Ave E ( 206 ) 396 - 1036 CITY STATE ZIP CODE E-MAIL ADDRESS Tacoma WA 98446 osagesigns@hotmaii.com WA STATE CONTRACTOR'S LICENSE: EXPIRATION DATE: FEDERAL WAY BUSINESS LICENSE: OSAGESL8805A 08/01/2018 20-13-101713-00-BL TAME PRIMARY PHONE David Benson 2531 709 - 1096 4AILING ADDRESS FAX NUMBER 15107 50th Ave E _ - ;ITY ZIP CODE E-MAILADDRESS STATE Tacoma WA 98446 1 osa esi ns.db hotmail.corn NAME PRIMARY PHONE E-MAIL ADDRESS: David Benson ( 253 ) 709 - 1096 1 osagesigns.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 I am authorized by the owner of the above premises to perform the work for which the permit application is made. SIGNATURE _ DATE: 6/6/18 PRINT NAME David BPnsnn PERMIT CENTER + 33325 8T11 AVENUE SOUTH + FEDERAL WAY, WA 98003-6325 + 253-835-2607 + FAX: 253-835-2609 + 1x:rsniicr.nlcWs,J •o" o u PROVIDE THE FOLLOWING INFORMATION FOR EACH PROPOSED SIGN FREE STANDING SIGNS SIGN TYPE SIGN AREA ILLUMINATED? LANDSCAPING TOTAL BASE (Monument, Pedestair Pole) (# of faces x 2 (square feet HEIGHT HEIGHT A B C SUBJECT PROPERTY'S FRONTAGE ON PUBLIC RIGHT OF WAY (LINEAR FEET): SIGN TYPE Cabinet Channel Letter Awnln A Cabinet & B Loc C D E BUILDING MOUNTED SIGNS SIGN AREA ILLUMINATED? BUILDING ELEVATION EXPOSED fN.S.E.W1 BUILDING FACE 101 LARGEST EXPOSED BUILDING FACE (SQUARE FEET): EXEMPT SIGNS _ SIGN TYPE SIGN AREA SIGN HEIGHT NUMBER OF ❑iredional Instructional tenant panel, etc. SIGNS E-1 Interior Window 3.1 2 1 E-2 Directional 6.4 4 3 E-3 Directional 6.4 4 3 E-a Directional 6.4 4 3 E-s Directional 6.4 4 1 E-6 Directional / Informational 3 10 -1 - 7 fvl 6N i3 0-'NM fl fJ / /_1 r 1-AIL Y. 6, 10 l � _9 m640L". 'i�)0J"?-� 25-q 1 Bulletin #102—May 3, 2016 Page 2 of 3 k:/Handouts/Sign Permit Application RECEIVED JUN 19 2018 CITY OF FEDEF�AL WAY COMMUN" 1)E J OPMENT STRUCTURAL CALCULATIONS FEDERAL WAY STARBUCKS #8776 ORDER CANOPY FOR O'SAGE SIGNS PROJECT NO. 18318 June 15, 2018 CALCULATIONS BY MICHAEL SZRAMEK, PE, SE MC SQUARED, INC. 1235 EAST 4TH AVENUE, SITITE 101 OLYMPIA, WASHINGTON 98506-4211 (360) 754-9339 FAX (360) 352-2044 PERMIT #: 18-102690-00-SG ADDRESS: 34024 HOYT RD SW Unit A PROJECT: Wall Signs STARBUCKS DATE: 6/ 19/ 18 MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date:_ 8y: FAX (360) 352-2044 Slicct:_ rage of NO Design foundations for an order canopy sign 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. ❑esion Criteria: 1. Live Load = 25 PSF (Snow) 2. Dead Load 5 PSF for various components 3. Wind = 2015 IBC Exposure B @ 110 mph, 3 second gust LRFD wind pressure of 25.0 psf. ASD wind pressure of 25.0 psf. 4. Earthquake = 20151BC, Ss = 1.290 Site Class D SL = .496 iE= 1.0 Seismic Risk Category I Seismic Design Category D Sos= 0.860 Soy= 0.497 V=CsW Cs=Sos/R/I I=1.0 R= 1.5 Cantilevered columns Rho = 1.3 V= .745W for Load Factor Resistance Design V= .532 W for Allowable Stress Design Footings are designed for 1.25 lateral load per ASCE 12.2.5.2 5. Soil = 1500 PSF, Assumed Bearing Capacity 150 PCF, Assumed Passive Pressure Concrete: 1. All concrete shall have a minimum 28 day compressive stress of 2,500 psi. 2. All rebars shall be grade 60. CAUTION CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. IMC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: �Y FAX (360) 352-2044 ge___ Of Sheet: a ►.i PROJECT: FS� PAGE: CLIENT. DESIGN BY: DATr= : REWEW BY: s: , �.....;JR.- ::,• ::;'. .. JOB NO.." )Is$r 1 1i0 MPH Ex S INPUT DATA a Exposure category (B, C or D) _ importance factor, 1.0 only, (Table 1.5-2) Iw 1.00 � Basic wind speed (ASCE 7-10 26.5.1) V = mph , anti Topographic factor (26.8 & Table 26.8-1) K�, _ Flat S cr Height of top h ft Vertical dimension (for wall, s = h) s Horizontal dimension B = ft Dimension of return corner Lr T M DESIGN SUMMARY Max horizontal wind pressure p - 28 psf Max total horizontal force at centrotd of base F - 1.25 kips Max bending moment at centroid of base M - 6.89 ft-kips Max torsion at aentrotd of base T - 0.97 ft-kips ANALYSIS VelgcitY_ prePjRure qh = 0.00256 Kh KA 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, p9 310) = 0.70 Kd = wind directionality factor. (Tab. 26.6-1, for building, page 250) = 0.85 h = height of top = 10.00 ft Wind Force Case A. �osuitant force though th© g0ometric center (Sec. 29.4.1 & Fig. 29.1-1) p - qh G Cf = = 25 psf F = p As = 1.00 kips M = F (h - 0.5s) for sign, F (0.55h) for wall - 6.00 ft-kips T = - 0.00 - ft-kips where: G = gust effect factor. (Sec. 26.9) = 0.86 Cf = net force coefficient. (Fig. 29.4-1, page 311) 1.57 Asa B s - 44.4 ft2 Wind Force Case B: r sultant force at 0.2 B offset pf the Aeometrlc 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 differQnt at each region (Sec_ 29.4.1 & Fig. 29.1-1) p- qh G Cf Bolonce a a e a r i F=EpAs M = E [ F (h - 0.5s) for sign, F (0.55h) for well ] T=ETs Wind Dir. Distance - Ct PI Aat F, Mt T, (ft) (FIg.6-20) (psf) (e) (kips) (ft-kips) (ft-kips) 4.4 1.800 28 44.4 1.25 6.89 0.00 4.4 1.200 19 0 0.00 0.00 0.00 E 1.26 6.89 0.00 _= Case C may not be considered, footnote 3 of Fig. 6-20 PROJECT: r! ,�°i PAGE : CLIENT: r,i DESIGN BY: " _ - JOB NO.: BATE : REVIEW BY: yf(ntl~ArMlysia: Q3 ta3tnil ri,l�►a�l`&' I S �: D F _ -; 'a 110 MPH Ex B INPUT DATA B Exposure category (B, C or D) _ 91M,i'10 Importance factor, 1.0 only, (Table 1.5-2) Iw 1.00 Basic wind speed (ASCE 7-10 26.5.1) V - mph i n4'$6 Topographic factor (26.6 & Table 26.8-1) K j _ Flat jd a gqn °� Height of top h ft 50" Vertical dimension (for wall, s = h) s - ft N Horizontal dimension B t , �' it Dimension of return comer Lr - .:.sr ft o T g vunS 5u �� 1A DESIGN SUMMARY Max horizontal wind pressure Max total horizontal force at centroid of base Max bending moment at cenlroid of base Max torsion at centroid of base p = 28 psf F = 1.25 kips M - 6.89 ft-kips T - 0.97 ft-kips ANALYSIS VetooltV pressure qh = 0.00266 Kr, Kn Kd V2 18.43 p$f 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, (rab. 20.3.1. pg 310) = 0.70 Ka - 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 tho geometric center (Sec. 29.4.1 & Fig. 29.1-1) I p = qh G CF = = 26 psf F - p A, - 1.09 kips M = F (h - 0.5s) for sign, F (0.55h) for wall - 6.00 ft-kips T = = 0.00 ft-klps where: G = gust effect factor. (Sec. 26.9) = 0.86 Cf = net force coefficient. (Fig. 29.4-1, page 311) 1.57 As = B a = 44.4 ft' _-Wind Force Case B; reaultant force at D.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 8.00 ft-kips T 0.2 F B 0.97 ft-kips Wind Force Caso C: resultant force different at each regiop (Sec. 29.4.1 & Fig. 29.1-1) p- qh G Cf 8olence s s Is F = 1; p A,-- .-.-� M = E ( F (h - 0.5s) for sign, F (0.55h) for wall_ ]� T=ET, Wind Dir. Distance Cr Pf As, FI MI Tf (it) (Fig.6-20) (psf) (ft) (kips) (ft-kips) (ft-kips) 4.4 1.800 28 44.4 1.25 6.89 0.00 4.4 1.200 19 0 0.00 0.00 0.00 E- 1.26_. 6.89 _ 0.00 <== Case C may not be considered, footnote 3 of Fig. 6-20 MUSGS Design Maps Summary Report User -Specified Input Report Title Federal Way Starbucks Fri June ) 5, 201.9 21:53:04 U 1 C Building Code Reference Document ASCE 7-10 Standard twhirh utilizes USGS hazard data available io 2008) Site Coordinates 47.301180N, 122.32981°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SS = 1.290 g S" = 1.290 g Sos = 0.860 g S, = 0.496 g S,i = 0.746 g Sp, = 0.497 g For information on how the SS and S1 values above have been calculated from probablilstic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. AICR1, Response Speclrum t .i1 I.1? 1W OVI 4 DAl i 0.52 0,19 r_\ O:,X 0.11 O r.) 4 ill 0.Wi 1140 iifi. OJO lily 1,.1 1.) IlA 11'0:1 PrrbpC T tart) Desligrn Response Spedrum OS9 or:+:i [111:1 L1.1(I iAJ.fl cim (140 0.20 IYA, 0A17 001 1P) LA) LY7 iU? IN. 2w Paw, 'r tsar:) For PGA,,,, Tr, CRS, and C., values, please view the detalled report. Although this information: is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained tnerein. This tool is not a substitute for technical subject -matter knowledge. MC Squared, Inc. Olympia, Washington Project # 18318 Federal Way Starbucks Pole Footing Embedded it '011 KW-06005122 Description ; Order Sign W1Canopy Code Calculations per IBC 2006 1805.7.2, CBC 2007, ASCE 7-05 Load Combinations Used: ASCE 7-10 Generallnformalldn Pole Footing Shape Circular Pole Footing Diameter ..... , ..... 30.0 in Calculate Min. Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive . ........ . ........ 150.0 Pcf Max Passive ................... 1,500.0 Psf Controlling Values Governing Load Combination: +D+0.750L+0.750S+0.940W+H Lateral Load 0,5040 k Moment 3.508 k-ft NO Ground Surface Restraint Pressures at 1/3 Depth Actual 291.517 Psf Allowable 292,941 Psf Project Title: Engineer: Project Descr: a� 1 �• � � • j €e0 OUR I _ Footing Base Area 4.909 ft^2 Maximum Soil Pressure 0-1245 ksf Ab nfied.Loads . Lateral Concentrated Load (k) Lateral Dlstriduted Loads (klf) D : Dead Load 0.1340 k ktfl Lr : Roof Live k klft L : Live k klft S : Snow 0.180 k kth W : Wind 0.250 k klft E : Earthquake 0.1110 k klft H : Lateral Earth k k1ft Load distance above TOP of Load above ground surface ground surface 6.960 ft it BOTTOM of Load above ground surface it ENERCALC, INC Footing Dlemeter = 2'-6- Project ID: 19 Vertical Load (k) ^ 0,1930 k k k 0.4180 k k k k i]AHmffl•„_:; ,:::: +D+H .....1....11-.11..._....,,1....-1 0.134 ...... .......... ............. 0.933 .. 3,00 148.3 149.6 1.000 +D+S+H 0.314 2.185 4.13 204.0 205.2 1,000 +D+1250W+H 0,447 3.108 4.25 278.2 279.9 1.330 +D+1,250E+H 0.273 1,898 3.50 231.6 232.4 1.330 +D+0.750L+0.750S+0,940W+H 0.504 3.508 4.50 291.5 292.9 1.330 +0.60D+1.250E+0.60H 0.219 1.525 3.25 213.8 214.1 1.330 F� �a 1% Northshrre Pkwy t1l Brown Bear Car Wash 4 8th Day Spa 9 to C A ,D a 42nd St NE D c fD Z to 41c.t .xt I3F SV6' 3:49t1, St tj HIV SW 340m St Walgreens v_ Slarbucks c(msw tttllp•baw Cot Imhou•1! is k0Fl wSLGLJ Brown's Paint KlnderCare , 1w 4—,111d Sr QFC Fuel Center Q QFC r+ r w 'SN1;14;'ei(f St tj SW 340th St i N SW 344th St *FINAL INSPECTION REQUIRED APPROVED By- A� — Datef2_0 Sign Code Approved-. Date: 2I1 1� % I TUBE ART GROUP Seattle Office 1171S SE Sth Street Bellevue, WA 98005 206.223.1122 800.562 , 2854 Ftrr 206.221.1173 Tlw. nngival a011-00rh is r4ictr.r1 under Federni Cnpyright c. Make no reproduclion of this design concept without permission from Tube Art Group. 7200 Customer Number 133857 Quote Number Starbucks- Federal Way, WA #8776 340th & Hoyt 133857_Rl File Name House Salesperson Brandy Pickering Drawn By Checked By May 21, 2018 Date May 22,2018 R1 BP Revisions [ ] Approved [ ] Approved With Changes Noted Customer signatme Date gate t] M m � nm� i�Do �Co R CENF.P.,��a Federal Wa _ C;r, JU 1-9 201? M T,—di, ;-,-j V) CD CITY OF FOEM,Wr+ in HNMUNl EV.I~t,QPP'.-.: exactly ,s Ihep wR 6c [i Colors on pants mnY out ,pcci Gc calm, 0of12 D box both and count as one Site Plan Scale: No Scale -6 Iround lac ounted W., 1round ounted Ar QF (replace existing) C 'Y -3 A B RECEIVED JUN 19 ?1113 CITY OF ; EDEf '-.. CUNIMUIN- `v C-�'EL ■ TUBE ART GROUP Seattle Office 11715 6F Slh Street Bellevue, 1^ A 98005 206.223. 1122 800.562.2854 Fax 206.223.1123 This original artwork is Protected under Federal Copyright Laws. Make no repr01luctian of this design concept without permission from TLIhO Ai t Group. 7200 1alyluM01 Numnrr 133857 Quotr Nnin b;°i Starhucks- Federal Way, WA 08776 340th & Hoyt 133857111 file Name House Salcspci son Brandy Pickering Di ar:m By ChcCked By May 21,2018 Dale May 22, 2018 R1 BP Revisions [ ] Approved [ ] Approved With Changes Noted Cu<.lomei Sigualin Jatf Lalidlmrl Signature Da" r 98776 340th & Hoyt Federal Way, WA l :lrn P. my n in..nn:d io Or')VICI;i ir:»oni Tile �, cu�r�r nl;i rion iif [r,r final n .l loll lactr�Yr f ;Il,iLr -n 5tr ii.'ii ,Ii�r15('o11�5 m ninlni ial, n , w, in Irm P..�nli•J Airy will 6r i,',hi 1, a Lru colu,; In ;)-its ���.�, �,r,. ,lu-nr.,tuly :iehi<< cihi.olon 1of12 19'-9 11 /32" ±41'-6 15jW' i TO,� EN30Q n N ce) C C) 0 _I rn r T 0West Elevation Demolition Approximate Scale: 3/32" = 1'-0" NOTE: Remove existing letterset, replace with logo and DTE. ±29'-3 15116 in Forth Elevation Demolition Approximate Scale: 3/32" = V-0" NOTE: Remove existing letterset. Exposed Bldg Face C9V1 sq.ft. Sign Area Allowed sq.ft. 5 Sign Area Proposed sq.ft. r est Elevation Proposed Approximate Scale: 3/32" = 1`-0" East Elevation Demolition Approximate Scale: 3/32" = 1'-0" NOTE: Remove existing logo, replace with all new. Largest Exposed Building Facade (North): (19x41.5)+(4.5x19.75)= 875 sq ft ft. Maximum number of signs 2 Exposed Bldg Face V08 sq. Sign Area Allowed y Z sq.ft. Proposed signs: 2 Proposed directional: 1 Sign Area Proposed 1 sq.ft. East elevation: Facade area: (32x19)= 608 sq ft Maximum sign area: 42 sq ft Proposed sign area: 13 sq ft West elevation: Facade area: (29.25x23.5)= 687 sq ft Maximum sign area: 48 sq ft _ Proposed sign area: *boxing proposed directional along with proposed logo, total proposed area: (5x6.5)= 33.5 sq ft A East Elevation Proposed Approximate Scale: 3/32" = V-0" RECEIVED JUN 19 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPM'_%, ■ TUBE ART GROUP Seattle olltee 11715 St. Sth strccl Builevfra. WA 980 5 2U6.723.1122 800.562.2854 F;ir 204.2.23.1123 This oriyiiwl ❑ tvjoik is protected Linda' Federal Coj) n"iljhi Laivs- NI,lic. ro rcprodmehon of this design concept cdifhout permission h rim Tube Art Croup. 7200 cu•aomty iVumhc•1 133857 Omar Nnmbr; Starbucks- Federal Way, WA #8776 340th & Hoyt 133857_111 Filr N.imi' House sal'-'pr)-I) Brandy Pickering Di at�n Pr, Checked BY May 21, 2018 Djto May 22, 2018 R1 BP [ I Approved [ I Approved With Changes Noted C'1,I"lnel Dote Lindloid Sinn,llere tila #8776 340th & Hoyt Federal Way, WA 0 1 Imil i . tn�if,it lU:•il .i[«I� insir',•:-r, .iiitl-a•.ii_ . ���Ilv •i�lh�'Y-; i'I I;� f•�Itrif.�IS[I 2of12 building mounted A page 1 of 2 Front View Scale: 1/2" = V-0" 48" 1219mm 1 Disconnect Switch [4] Design ID #13163 Manufacture and install two (2) single face backlit illuminated logo wall signs. Power Supply A 11'-6" (3505mm) Power Supply B 11'-011 (3353mm) Single faced internally illuminated wall mount logo disk. Cabinet to be 3"(76mm) deep, fabricated aluminum sidewalls and back. Paint cabinet black polyurethane. Faces to be 3/16"(5mm) Acrylite 015-2GP backed with 1/8" clear polycarbonate. 1 "(25mm) black trimcap with square head screws retainer edging. ID Graphics of logo to be 1 st surface 3M Translucent Scotchcal vinyl- Holly Green #3630-76. Siren to show thru White. a Internally illuminate logo disk with Lumificient" white LED's installed to back of disk. Power with self-contained Lumificent"' power supply contained with an U.L. enclosure covered in white vinyl film and a clear polycarbonate box. Fasten to wall with required fasteners. Sign must be approved by the National Electrical Code, Underwriters Laboratory, CUL, and all applicable local codes. 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). G Sp Disk 48in (1210mm) S/F Illuminated Flush Mounted Wall Sign EVOLVED Size Sq.Ft. 1 Volts 48" (1219mm) 12.56 1.17 120 Attachment: 30 lbs. approximate sign weight Secure 6 places using; 3/8" x 3" hanger bolts or similar 3/8" anchor top and bottom with #12 x 2" screws or similar around circumference Exact anchor type to be determined at install based on facade construction. Approximate attachment points shown with arrows. Adjust LED lamps spacing around h power supply to minimize shadowing (3505mm) (3505mm) (3353 53mm) ` " 3 f i 2"id8mm] U.t 1 1/4 (32mm)typ. 0_-- gjLED Detail LE6 PmviA,, MIF Scale: 1/2" = 1'-0" CUM Iflr lane 3"(76mm) channel returns 1"(25mm) trim cap attached to returns with square head srmw is--(} Disconnect swilch mar LED illumination 1- Acrylic face wit graphics .063 aluminum Wall t Disk Section View NTS Aluminum return Counter sunk screw 1 1"(25mm) trimcap 1/8"(3mm) polycarbonate-clear 3/16"(5mm) Acrylite Enlarged Detail Scale: 3" = 1'-0" Power Supply C Terminal 2 11'-611 (3505mm) Power Supply D 11'-0" (3353mm) 311 i7 Section View SLR' 'ate- 1'-0" building mounted A representation of entire sign 3" ILI-A Side View Scale: 11211= 1141 6211 i Boxed as one sign 5-2" x 6-5 3/4" = 33.5 ftZ TUBE ART GROUP Seattle aflice 11715 SE 51h $oI 1 Bellr.Vllu, VIA 9600� 206.723.1122 800.562.2854 Tax 106,i73.1123 fhi, (;I l;llll:I :111'."lorl' 1.5 IllotQ'tied U 11 d C i' "_k 11 C1 11 r. p17y r1!,111L ,71 ;'5. I(C II!l !cprll d l IC 1!01'. Cf lit l:, ac;lgn rr, l: r:n lli eiit I L I t peFnIII Stun Ylon! fu6c lilt i;l xulp. 7200 Iuf+lllmmn 133857 01!siv iir'mhv! Starbucks- Federal Way, WA #8776 340th & Hoyt 133857_RI House g,!hSnC'1soo Brandy Pickering n .Ion ri j Checked V." May 21, 2018 Dot: I I Approved t 7 Approved With Changes Noted ,,1•,•=��Il,�sllrr ll,llr LdndlopJ �lpnz�frr� Da1u ECEIVIED #8776 340th & Hoyt Federal Way, WA J N 19 7018 I n�, h ....nq ,, uJ•-nrn I In nnr:L OF FFEDF L WAY,,' NrDi. Y �5,,�, 4i {�IEiY�Y 1' '1 I IS i:l!I, nr!• 151! 1".11!1i ! ! �� I'hdl•'r j,,N . ., Elul 11.. , , ,..,p al •.,dull ai 1..-r !. 1!111^!.d41t_,,,1 .,, �I .1.!,•,.n(I, kcl:o 3of12 ground mounted - Design ID #14163 & #14116 - Digital Order Screen & post ;ontinued C — 7 Any conduits should be centered, not in concrete, behind bolt pattern line 4'-71 /8" y '-4 3/8110-C- 1'-0 1 /2" 1 3/8" +3'4rt low vo M g —r--_ 10 1j - 1 \ co _1 T + 711 4 5/8" _)E--1_7/8° Manufactured by others, installed by TubeArt #1 -Steel Base Plates Mounting the DCB Adjacent to the Canopy (DID 14163) Starbucks standard is to strut mount the DCB on struts installed adjacent to the rear of the canopy (photo on left), but it may also be attached to the mesh of the canopy using struts (photo on right). The mounting height of the DCB is critical; it must be mounted no less than 1' 6" tANCP? CIE :H PAW, - ROUTE DO3 TYjNER — RVI IIP 11,I010013H vtSM OPETArOG G ftic*' R-IL flwow T D1E - DOS CONTROL Box AT CANOPY ' our t' - V.cr ITROI BO- FA&TFNFU -PANE 2-SO UHIS7R1.17 FRAME :HCF1 TO FT. G .rAJIT AaW WA7FRT7GNT JPL'fUb PER E' CTRIGAL XUT PEAELFCTRICRI a RFTF FMTINf. Note: Sign installer responsible for mounting ❑CB to backside of canopy. General Contractor connects power and pulls data cable. TUBE ART GROUP Seattle Office 11715 SE Sth Street Bellevue, WA 98005 206.223.1122 800.562.2951 Fax 206.223.1123 This original artwork is protected under ,is Copyright Laws. Mike no icproduction of this design concept without permission from Tube Art Group. 7200 Custower Number 133857 (quote Number Starbucks- Federal Way, WA N8776 340th & Hoyt 133857_R1 File Name House Salespelsm! Brandy Pickering Drawn By Checked By May 21, 2018 Da Le Revisions [ ] Approved [ ] Approved With Changes Noted Customer SIgontim, Lawllord Slgnaturc Datc RECEIVgD JUN1920 CITY OF FEDERAL COMMUNfTY DEVELC N8776 !'r 340th & Hoyt Federal Way, WA Thi, dra s:ni,p is ml,iidril Lo provide a casonabl� icpo=vut,i Lion of the final i ohicto e. 1 a, Lit Ic. for tviivi s grad ­ii Is y r.•l�ll1 !•rLr nVi L. � J�r••�•w n.J rrdlrri nl i.r ..r.1 -0:em..lo-lr •r.rhr 12 012 exempt sign E-2 7 E-3 7 Side View Scale: 3/41' = T-0" �s>°P-�► �- CC",/ 19 •IMF - o(0 (5) G h t- 5, �M a.x �� = y 1 E— 2'-7"(1e7mm) 5 3/16" (132mm) 6" 11 7/8" 1152mm) (302mm) Front View V Scale: 3/4" = 1'-011 I 1/8" aluminum sign face t Diffuserfilm 1 Translucent Holly Green vinyl t ; 3/81' acrylic- clear flame polished edges 1 — Diffuser film lPfi Enlarged Section View Scale: 3" = V-0" �0 GE Tetra MiniMax 7100k LEDs 0 GE GEPS12-60 power supply © Disconnect switch - weather proof with sealing boot �f Side View Scale: 3/4" = V-0" Escutcheon plate at top Base Delail- Section View ' Scale: 1 1/2" = V-D" n) 1 6016s E in r F Rear View Scale: 3/4" = 1'-01, 4 total 1. Embed 6" min.1/2" AB's 2. Galvanized 3. 2" of AB exposed (2 ea. slde) Embed 6" minimum 1 /2" dia.12" long anchor boos #3 ties (3 EA.) ---0#3 ties, TYP. —0#4 verticals (4 EA.) Design ID #14104 Manufacture and install three (3) double faced backlit illuminated drive thru cabinet signs. (+1 Cabinet to be fabricated from .090"(2mm) aluminum, painted Black to match RAL 7021 M(satin finish), with Applied 3M vinyl- White #3650-10 white end caps. Q Siren disk to be routed out of aluminum face with routed disk cut-out of 3/8" (lomm) transparent acrylic- clear (1/8"(3mm) routed ledge with 1/8"(3mm) net push), disk edges to be flame polished with second surface applied translucent 3M Scotchcal vinyl diffuser film- white #3735-50. Siren logo graphics to be a first surface applied translucent 3M Scotchcal vinyl diffuser film- white #3735-50, with an applied overlay of the siren background being translucent 3M Scotchcal vinyl- Holly Green #3630-76. Q Arrow Graphics and "DRIVE THRU" copy to be routed out of aluminum face and backed with .125"(3mm) translucent acrylic- White #7328. Note: all acrylic elements to be attached to back of aluminum faces with welded studs. Q Cabinet to be welded aluminum construction with no visible fasteners. Fasteners retaining the hinged face will be located on the bottom such that they are not visible. All fasteners used in assembly of internal components shall be coated to prevent corrosion. Internal structure shall be constructed as per approved shop drawings. Q Graphic elements are internally illuminated using GE Tetra MiniMax 7100k LED system or Starbucks approved equal. Led's to be mounted on an internal baffle with self contained power supply. All electrical components are removable for service. Q Support structure to be welded aluminum "C" channel uprights and aluminum square tube base, painted Black to match RAL 7021 M(satin finish). Support structure be constructed as per approved shop drawings and shall be integral to the sign cabinet. Base tube to be constructed so that it is retro-fitable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet local city and state code regulations. @ Sign must meet all regulations in the National Electric Sign Code as well as any local or state codes. As per NEC 600.6 sign is equipt with a service disconnect switch. Sign must be listed as an Electrical Attachment: Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL, CUL, or CSA 20 lbs. approximate weight relevant certification marks. Primary power by electrical contractor per NEC. c $per O c UL Secure 4 places using 1/2" x 12" anchor bolts in concrete footing Approximate attachment points shown with arrows. 01 1/2"(3e—) dia. hole for electrical conduit (1 Conduit MAX) 1 CS Yfni o x 1 3/4"(44—)1 601h aluminum channel j Vertical Cross Section View [cal Service Position- Section View Base D13tail- Section View Sc ale: 3/41, = 1'-0" NO Scale: 3/4' = V-D" MW Scale: 1 1/2" = 1'-0" \\-6 E C "L 1 /: —0 Red line indicates the pattern of the escutcheon plate at top showing how plate slots into "C" channel uprights. 5/8"tl6mm) dia. hole(s) for 1/2"(13mm) anchor bolts 61 /8"(156.N 2"(51—) x 5"p27mm) x 3/16"tsmm) flat aluminum bar Counter sunk screws 3/4"n9m") x 3/4"va—) x 2"(slmm) x 1/8"(3mm) angle aluminum 3"(76—) x 6"(152"m) x 3/1611(5mm) aluminum base tube. .090"(2mm) aluminum escutcheon plate C n tek TUBE ART GROUP Seattle Office 11715 SE Sth Shee.l Re.11evue, NIA 98005 206.223.1122 300.562.2854 r-aR 206.223,1123 This original artvdork is protected under Federal Copyright Laws. Make no reproduction of this design concept without permission ffom Tube Art Group. 7200 Cuslomei Nunl6ei 133857 Quote Number Starbucks- Federal Way, WA 58776 340th & Hoyt133857_Rl File Name House salespe, son Brandy Pickering Diasvrn By Checked By May 21, 2018 Dale p,. [ ] Approved [ ] Approved With Changes Noted Customer Signature Datc Lendlord Slgnalure our sun screws , Base Detail- Section View R E P I V� D Scale: 3' = 1'-0" DT Directional Illuminated Arrow Series - 46in 1170mm #14104 Size I I. Ft.' Volts Amps 46" (1170mm)I 3.22 1 9.90 120 1 0.85 Footings may vary due to site specilic soil conditions and frost penetration The information provided on the pole and sign footings herein are subject to approval by the City and/or Municipality. #8776 340th & Hoyt Federal Way, WA JUN 19 2018 rn1, a,a,:�nn a �nd.d t"„,,1,. ,, c;iin nal�lc iclri rsrolation of lnc final ..rnrS•�•�n ar[icic Fnsl, icrs and sP,r,ns CITY OF FIDE MEi'Ti.11,-,, „l COMMUNI'TY , -ii L,li rlrn�crl Colors on Grants may not accurately Ilgpic[ 6of12 exempt sign Q' Patterns E-6 1' ac.(Albp continued 511 A Plan View (Baseplate Cover) S\ c 3D View Scale: NTS �� Manufacture and install one (1) baseplate cover for one (1) Drive Thru Clearance Bar Ste111l'I" labrWaV-d .080' aluminum-2 pillne Blad RAIL 70:21 3-1f 16' x4 1f 16' ftk-#Alh 112 Wiiirs aanws in top of LXMe t[.N*r tabs added to screw base plate covers together I �I ''BASE COVER' WILL Elf- N nNOPARL5 FHAi S CREW TO EACH O'nif R €;»V'E R TOP OF BASE. PL�n Elevation View (Front Sectio Scale: NTS Side Detail Scale: NTS . —" r— —'I K9 s. S. Rate 1AW Ih r e ate rai ling screw (F per flip re4ld) 1' x 1' x 1.,l8'Alum aMW,clip 1' bag- at a Ji to alum n wl 38 selliLdriltigsaew ( 2 r"'d) #8 S.S. SeM-drilhf g Screw (1 perc.•lip reed) CITY OF FEDERAL WM COMMUNITY DI VELCPMr: . TUBE ART GROUP Smile orrc:. 117Is 5E 5r1. Relluvnu, VIA 983I05 21)6.223.112Z riDU.Sb#.7.85•i FaX 206.22.1.1123 This oiiginal oliviork is piolected undm i=edu,al Copylighi laces. Make. to repioduction of lhis design concept mfhout reimfssion 7200 133857 Quolo Idlnnhei Starhucks- Federal Way, WA #8776 340th & Hoyt133857_R1 Fide N.une House Solar ;per-,cn Brandy Pickering Dra.ru BY chedred By May 21, 2018 Dais' Ri�cisian; [ ] Approved [ ] Approved With Changes Noted I,,ndlnrd Sipnatnrr, 41 #8776 340th & Hoyt Federal Way, WA r 1+" Qraw In•I 4 •Xf:��lllntl 04 Pr�Hrlr fN, hr pANC r..P( .n Nb 11M r, ni rhr IlnAI Nr.'Iriyl.w lrl. to ,rl Ill IF r AIIH ..i111. ill rl i.l l c rl.l I% i1 Div rHWI 4..rip 1r NI rII .a.II, a. IIli r v I h. Ini.I R.H.-il I:.) ruin un ,n.dt• I�r n♦)I Ranr+IN. in�V[1 9of12