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18-103904 Sign .r City of Federal Way Commw,tyDevelopment Dept Permit #:18-103904-00-SG 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 @ PACIFIC DENTAL BUILDING Project Address: 164 SW CAMPUS DR Parcel Number:415920 0715 Project Description: Remove existing wall signage,install new wall signage,install new order point canopy. Includes footings for exempt menu boards and clearance bar. Electrical connection for wall signs,menu boards and directional signs to existing J-Boxes. Owner Applicant Contractor FEDERAL WAY COVENANT GROUP LLC DAVID BENSONO'SAGE SIGNS LLC OSAGE SIGNS LLC(ELECTRICAL 04) 17000 RED HILL AVE 15107 50TH AVE E OSAGESL8805A(8/1/16) IRVINE CA 92614 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 7.00 South Sign B South Cabinet Yes 1 15.00 2.00 West Sign C N/A Channel Letters Yes 1 8.00 2.00 East Additional Permit Information Comprehensive Plan Designation Community Business Zoning Designation BC PERMIT EXPIRES Wednesday,13 March,2019 Permit Issued on Friday,September 14,2018 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: 4/0kr 1 THIS CARD IS TO REMAIN ON-SITE , "" � Construction ' Federal WayInspection Record INSPECTION REQ TS:(253)835-3050 , PERMIT#: 18 103904 00 Address: 164 SW CAMPUS DR Unit 102 Project: FEDERAL WAY COVENANT GROt 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 my of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. 0 Footings/Setback(4110) 0 Final-Electrical(4055) 0 Final-Sign(4085) Approved to place concrete Approved Approved By Date By _ A Date y'/"/ / By /� / Date `)1 v 7 4❑ Attachment(4010) Approved By Date • 0 Rough Electrical 0 Final Electrical 0 Right of Way Approved Approved Approved By Date By Date By Date V . , � AUGRECEI232018 ED CITY OF N , CITY OF FEDERAL WAY sI G PERMIT Federal Way COMMUNITY DEVELOPMENT APPLICATION .PERMIT NUMBER f 8 / o -- C 0 4- � TARGET DATE q7O 4 SITE ADDRESS r 14 4 '--SW ' HF sDip #702 - BUSINESS NAME ON SIGN sr",97L 3 ti GK S ASSESSOR'S TAX PARCEL# '/ I 66' cr, 2- d - 0 7 / 5 ZONING DESIGNATION s C ELECTRICAL INCLUDED(Attaching to existing J-box)allo PROJECT VALUE $ !9 0/9 DETAILED PROJECT DESCRIPTION iiJr/,c.- w 5i 5 0 DR-lv6- --relic 514 514,J.4-4 6 T=o/2 5 rRyt•31.4 c145 SIGN OWNER: NAME PRIMARY PHONE STn,2 3,,,C44 S ( ) - MAILING ADDRESS FAX NUMBER Z`ID1 (A.rA-W AtiE S ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS 56n7n-E w,4 4/2?I 3y CONTRACTOR: NAME / OFFICE PHONE O SA-Gj 6 5/yn)5 LLC ( ) - MAILING ADDRESS CELL PHONE 15/2 7 Sol A-VG- 6 ( 2o6) 396 - I0„76 CITY STATE ZIP CODE E-MAIL ADDRESS Thi o,`^Aitg wit Sy(PI 6 05 A yE 514A)515? froi MA/c,Cart WA STATE CONTRACTR'S LICENSE EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE 05A e5 OSA �g/Zo ' - -13 -lot 713- vo-a(-- APPLICANT NAME PRIMARY PHONE 7A-11 ID l6VS on) (25'3) 7 09 - i(29 6 MAILING ADDRESS FAX NUMBER ISIo7 Som AEE ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS T/kGON^A, W1k '/g'1".b 05.ky&5/9,05•°3 +•+07-1`+4/c.con PROJECT NAME PRIMARY PHONE E-MAIL ADDRESS CONTACT DA-LiI D ?) j 0,) (253 ) 1o9 -I0ci 6 oSAy6519,05 bgej,tvrr1A41-•(-o/"I 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: gift ShS PRINT NAME 1D Av I b iBeio.5 on) PERMIT CENTER+33325 8TH AVENUE SOUTH+FEDERAL WAY,WA 98003-6325+253-835-2607+FAX.253-835-2609+permn(rrnf•r'rcn)othdcraIwaa(orn 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 Ac�a�aET 37 2 y S //3 2 B C H A)/06 L -f- cm31,.%bi- Z6). 6 b1s' 7 9a irk/Jivfc. 17. I 6- Il 3e E LARGEST EXPOSED BUILDING FACE(SQUARE FEET): i/ 3 S7 EXEMPT SIGNS SIGN TYPE SIGN AREA SIGN HEIGHT NUMBER OF (Directional,Instructional,tenant panel,etc.) SIGNS E-1 Di/2Ecp0,✓AL 3.Z E-2 ID 126. c),1/4M-c_ .Z 3. g E-3 sD i2- cn49,-)4-c 3. Z 3. E-4 Gn o" - 3. z 3.s E-5 1Z) >26--C-770,,).4 3. Z 3. s G- -d DiR-c-c -i .4 Z,6 3. g I C- ? Ct-.'7241,0 a,44 L. 3 /0. 1 -f MENU 3oft-e--.6 20. 5 5. 0 � ,- 1 ISR-E- me-A.RA. 30,47LO 4 . i 5.0 6 -10 Dlyi i n v,LJG,Z Gfl ,y $. 8 1c9. Bulletin#102-May 3,2016 Page 2 of 3 k/Handouts/Sign Permit Application 5 • SIGN PERMIT SUBMITTAL CHECKLIST APPLICATIONS WILL NOT BE ACCEPTED AT THE COUNTER UNLESS ALL REQUIRED INFORMATION IS PROVIDED SUBMITTAL REQUIREMENTS FOR ALL SIGN PERMITS ❑ COMPLETED PERMIT APPLICATION ❑ APPLICATION FEES a Two(2)COMPLETE SETS OF PLANS(ASSEMBLED AND STAPLED INTO SETS) ❑ MINIMUM PLAN SIZE —11"X 17" a PLANS DRAWN TO SCALE AND SCALE PROVIDED ❑ SITE PLAN: o Scale (1"=20') o Location of ALL proposed signs, including refaces ❑ North arrow ❑ Each sign alpha labeled consistent with application o Property lines and building footprint o Location of all existing signs to remain o Location of suite,if multi-tenant ❑ Location of all existing signs to be removed ADDITIONAL REQUIREMENTS FOR WALL MOUNTED SIGNS 0 ELEVATION DRAWINGS 0 DETAILS o Scale('/a"= 1') o Scale o Location and size of all signage including: o Sign materials, color and illumination type o Existing signs to be removed o Actual weight of sign or individual letters o Existing signs to remain on each facade o Cross-section showing scaled width of sign: o Proposed signs if canopy or awning, show entire building including awning/canopy and color scheme o Dimensions of each building face or suite facade o Calculated total building face area o Method of attachment, size/type of o Calculated total sign face area OR connector AND Calculated total area of individual signage o Site-specific installation details (what sign is components (letters, numbers, logos, etc.) attached to in field), placement and ❑ Each proposed sign alpha labeled consistent construction with application a Each proposed sign alpha labeled consistent with application ADDITIONAL REQUIREMENTS FOR FREE-STANDING SIGNS ❑ LANDSCAPING PLAN (IN ADDITION TO OVERALL SITE PLAN) 0 ELEVATION DRAWINGS o Minimum scale 1"= 20' o Scale o Footprint and dimensions of sign o Sign materials,color&illumination type o Setbacks from property line(s) o Sign face/panel/base dimensions o Show point of measurement for location of a Calculated total sign/panel area property line(s) using fog-line, sidewalk, o Base materials &how harmonious w/building and/or edge of pavement o Foundation type o Show location of driveway(s) and street(s) o Alpha labeling consistent with application o Dimensions of landscape area 0 CROSS-SECTION o Type &location of landscape vegetation o Scale o Calculated area of landscaping (minus footprint of sign) o Edge of landscaping area ❑ DETAILS o Existing &finished grades surrounding sign o Foundation/footing information 25. 3.75 ❑ Total sign height from average grade • ❑ Wind load calculations (for signs 6' &over) 74,115- 3g. 11-5- ------. 43g. 1-s Bulletin#102—May 3,2016 Page 3 of 3 k/Handouts/Sign Permit Application MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: By: FAX(360) 352-2044 Sheet: Page of ciTrz--V L c O GJ�t GV C.A`C I v wt.-) ` "4?—40k.)zC_c C -D 2. AN-10 '1 1\4 6, SC-9W\lc- j4 r { Vitt, WA s,,, ttt' /fi •-\—NRALO'G.Z.r w� 6 Ick 20860 404111116 S'ONAt. , (t SJ • = RECEIVED AUG 232018 CITY C COM UNfPPTYDEV OPMENT I I I I I I 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. Design 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 = 2015 IBC, Ss = 1.290 Site Class D S� = .496 IE= 1.0 Seismic Risk Category I Seismic Design Category D SDS= 0.860 SDL= 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. ' MC SQUARED, INC. Job: . OLYMPIA, WASHINGTON 98506 (360)754.9339 Date: By: FAX(360)352-20446r1 • Sheet: Page of= _ 111 1i 1 11 1I ; t ! I �,p I 1_1 —111111111N11 1 ' III 1111 ' ■■■1■■i■■ _ ! I ; r- . ■lU111111111111111111 ■ 1 1 I - _,_.'_l I 1 1- 1 ' • all • ' j 1 1 Nb ►bsp ZS ,(;)4.. Is _1 l 1 H 1 I 1 ! 1 a 1 1 1111111 I ril 1 , 1 I 1 IlialH9 :1-1■■■■■■■M11111■ ■■■hi■ " 1in MI _!pt 9.0 ' , mai 174 ' S , 1 2 c.zv 3i 2 06 ' - _ 11111=111111111111111 1 I Immo" I■ god 1 d � .,r - 1111 ■■111 run ■ , 1■110 ■ . , ' 1 41 -- xs.'Ib tt ; 1J.Sf-. 11 1 ""90 321b ■_ 1 1 �� s I 1-- I I 111 " 11. =,� ■ f__III ---- - - - '''a7'•: Ili GYl, ice' , -!" - -" 1_.`7.1 - I- -'' -- -50�, —�- 1 ► AI ' 1 I ' . , T� ; . S ZIP, ,�3 1 17. I ■ _ 1 11111_ _ i 13 YDS __._.1_ I. S ■ _ , 1 I ! I 1 >o�I 1 1 1 1 . 1 1 " I 1 - - 12_, I I ,c-,19%i 1 I-- .7 \fi . c! \1 -- , ' - 3"21s 53.2 '91 ZtcS IW"N°�o` I�� I — ■1�. � , _ 1 1- 1 f _ 111 , .a . 1 1 of . 1.3. 1 I ssf? ; (s9 rZ2 4 I 1 ■ 1 1 —i ,,,, _ Z,Is , 1 -, 1 oi<,� . , F;3 J_--- _ -- 1 I I 1 1 i • X2.01I 11 - 11 I 1 1 1 -i--1 II I , _ I x 9 . t t 3v I_ [ _1-1 I 1 I 1 1 1 1 1 ' I '\s' 1 s 1 1 s 1 I :1: _ _ 1 ! Tf ' r-u! , t- 1 - 1- - 4 1 IF Hill 1 i 1 1 . 1 1 1 1r 1 ,- 1 ( ; i f 1 MC SQUARED, INC. Job: . . OLYMPIA,WASHINGTON 98506 . (360)754-9339 Date: By: FAX(360)352-2044 • . - Sheet: Page 5 of . . I . • Ur 1_ -1-1. I I II i • 1 ' T MI_ ' II__ _ I I I _ 1 1 II 1 . 1 1.... f .11 1111, 1 All i i -'11111F-P:-. 711417111111§1111itrall - 11141 I 1 II IIII • .1----1- : 111. I 1 iliMillailli _ mi gal , ! no mg MEMO ERNINumwri 1 mu A 111 ' 1 11 i • -1PidianalUrn I In- V#61. -7:11'2 allifilliMr' . r i III amp • nim m i - 1 or miummumm . I I. mumainstem itimpair !mum sumuni 1 REPIN, emarGe7,1 1 ' 1 1 1 fairmum ir-- - 7d. . tkA fl -i i I I mimaitim . -r. - MI 1 Illonmansaii 1 - 14 , 11111111111111 _ n - . Inn 111 1 I i I 111111111 _,_ _ • _., ill . 11 Li 1 _ _ 1 Ifil•M - -. k; \J "M____ __. - .,t. 1 . ,--- LUMEN 1--- • • 111111•• 1 1 1 1 111•=111111111 i_ _ ,..... c. tu,,,,_ 2,eis ,k-Val t'1 3 j MN --II I • , ' i _ HIFI El , 1 --c IT az , ) . ar L 1 --4--. 1 1496 111 I 1 I 1 1 - 11 Ar 1 Iii 1 I I 1.017331- mri r \15 ci-L -2. 7_90i Vs s T_ (of.' Elio do .4 a _IIIIIIV 1 , 1 111111 . .-,---___ I • 1 i . 1 1 1 r _ in : I 1 1 .1 I. 1 ri _ 1 i 1 , RR , • -'--1- • . I Ell _____ ' [ r , , _ ._,_ „ 1.... 1 . "_. 7 . • l I r_-- I'MI I 1111 -i-- 1 LI , -_____i 1 11 . - - - - - 1 , ____ _.,- I-I- I '---1 ' Ill 1 ___ _____L: L__ _-_ - I_ _ 1- I- i _13 ---__.]__I. ..151- -__i_ -- ---r— i 1 I I— 1 [ i 1 I FT • I I I I I I I Pi 1 . 11 - 1F-1 I 1 I PROJECT: .. ,. « c, : ,0,3AAlt r _,;;. . PAGE: tei CLIENT: �, ,:f " `•• DESIGN BY: > 1\44C SACICTAIRIED • T Y0.. ,s, - JOB NO.: _= r �,: DATE: . y • REVIEW BY: r'•",.a' ' . :. Vl tt`Art Yllif.Of tigAd s/Mi# : :-...11,i,-",.•I' t 'a-•"`< 1 ,.`` '110 MPH Exp B , INPUT DATA a _____..- Exposure category tg,C or D) _ Extra _.----' Importance factor,1.0 only,(Table 1.5-2) lw 1.00 .5✓ Basic wind speed(ASCE 7-10 28.5.1) V - .-';;-70:114;14 mph 4.Topographic factor(26.8&Table 28.s 1) K _ i " •-" w a . ,,,Ata: Flat fh.• ^' Height of top h = :i3'� _` It 5°rb%V a I L •fir.:�=r.i��•'s Vertical dimension(for wall,s=h) s = .�iz'tt ft i Horizontal dimension B = ...3_�•�%f v:•ft Dimension of return corner 4 •tifrt; ft .,rte 1T --.` M DESIGN SUMMARY 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 = 6.89 ft-kips Max torsion at centroid of base T = 0.97 ft-kips ANALYSIS Velocity pressure 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,pg 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:resultant force though the aeometric center (Sec.29.4.1 &Fig.29.1-1) t P=ghGC,= = 25 psf F=p As = 1.09 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) = -0.85 Cf=net force coefficient.(Fig.29.4-1,page 311) 1.57 As=Bs = 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 region (Sec.29.4.1&Fig.29.1-1) p=qh G Cr Balance a a s s F=EpAs 1 f I 1 1 1 M.E[F(h-0.5s)for sign,F(0.55h)for wall] t i 4 T=ST9 Wind Dir. Distance Cr P1 As; F1 M; T) (ft) (Fig.6-20) (psf) (ft2) (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 1.25 6.89 0.00 <==Case C may not be considered,footnote 3 of Fig.6-20 10 s PROJECT: ,i.s, N, c r r 1,W1.. . :y.,:.n Wa_ ` `� o PAGE: rs ',':_�' ::•-- CLIENT. '_ 1, , " ' ` , . ' DESIGN BY: ys4.,;,E. •'-=,•Y, MC{ • o Q.�.. �. JOB NO. r" �n�y % ,�;f,: DATE: �:..z REVIEW BY: �`- •'"= x.K , i4, +j"si 01 . .! " Ali#1 _... 1111 t rr ` 110 MPH Exp B . INPUT DATA g _,. Exposure category(B,C or D) _ Mile • Importance factor,1.0 only,(Table 1.5.2) IW ■ 1.00 _t _t��-�r Basic wind Topographic speed acto(ASCE2e B a Table 2e.&i) K� _ z "'mphIr,a w lAn9 ON 54'Height of top b = tits�+i ft 5ogd a L Vertical dimension(for wall,s=h) s = _ ;Lit,".;t 0, 1 Horizontal dimension B = ; , i' ft Dimension of return corner Lr = ` '•r i ft M DESIGN SUMMARY 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 = 6.89 ft-kips • Max torsion at centroid of base T = 0.97 ft-kips ANALYSIS Velocity pressure qh=0.00256 Kh K,,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,pg 310) = 0.70 Ke=wind directionality factor.(Tab.26.6-1,for building,page 250) = 0.85 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) t p=ghGCr= = 25 psf F=pAs = 1.09 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) = 0.85 C1=net force coefficient.(Fig.29.4-1,page 311) 1.57 As=Bs = 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 region (Sec.29.4.1&Fig.29.1-1) p=qh G Cr, Bolonce r s s s t s 1 F=EpA3 7 1 1 I 1 m.E I F(h-0.5s)for sign,F(0.55h)for wall j - T=E Ts wind Dir. Distance Cr P1 As; F1 MI Ti (ft) (Fig.6-20) (psi) (ft2) (kips) (ft-kips) (ft-kips) 4.4 1.800 28 44.4 1.25 6.89 0.00 4.4 1.200 T9 0 -0.00- 0.00 0.00 3 - E 1.25 6.89 0.00 - <_=Case C may not be considered,footnote 3 of Fig.6-20 musGs Design Maps Summary Report g User-Specified Input Report Title Federal Way Starbucks Fri June 15, 2018 21:53:04 UTC .Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.30118°N, 122.32981°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category. I/II/III ,1'rra:;•i:�. .iC..0 W'•� i..;: .i'ifr�=''q=4.. ,i '� � t t�� Y::x.-: :,-,�'''ur r•„, ,.�� :'..7.:"�!'%'�`;: ,i ................................................... y �? ..•;..r'ci�re_�ar... ;,_F• 1 ,: �(h.:.:h �: r sEi. 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USGS-Provided Output S5 = 1.290 g SMs = 1.290 g Sas = 0.860 g S, = 0.496 g 5M1 = 0.746 g Sp, = 0.497 g For information on how the SS and S1 values above have been calculated from probabilistic(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. A1CRK Response Spectrum Design Response Spectrum 141 n:++ 11(' 0211 IX 1.211 114 (I 72 (Spl 1)111 q, 4)'!t 4,53 ,n 0,05 i 4 I,.15 1 0,52 <1.ih 039 ,1.27 0,1. 10114 0.11 Uf K/ n1Cp • p,.' 0L31 u,.lu uhr, 0)41 I,+1 1.21 1." 110 IRI Sill 040 1).31 ,1.111 0.<0 040 Lt., I.)) 1.40 110 DO 24) Peril!,T tscc) Perbd,T tsect 'For PGA„,TL, CRs, and CR, values, please view the detailed 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 therein.This toot is not a substitute for technical subject-matter knowledge. MC Squared,Inc. Project Title: Olympia,Washington Engineer: Project ID: Project Descr: CIO' Project#18318 Federal Way Starbucks i anted 15 a;' :u !!4ir ' •• . .. .. . - - • .Poi Footing Lmbedded.m Soil = . • _ RleC " A-dosacs-1 EC6 . .. - - ' ENERCALC,I/IC.1983-2016 M:6.16.10.3f, Ver:6.16.10.31 - Lic.#: KW-06005122 Licensee:MC SQUARED,INC. Description: Order Sign W/Canopy Code References Calculations per IBC 2006 1805.7.2, CBC 2007,ASCE 7-05 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 150.0 pct ...n,.•.. Max Passive 1,500.0 psi Controlling Values Governing Load Combination: +D+0.750L+0,750S+0.940W+H a Lateral Load 0.5040 k ' Moment 3.508 k-ft Sod sr rruo- No lodes re:o-.ml z I r6Eas r ..',..,—N—,14"or . NO Ground Surface Restraint • � " Pressures at 1/3 Depth -,_•.r.--'.._-# y 1, F=1:b Ty -NJO � s b Actual 291.517 psi Ia.,71-T- .__:. :1 n•�_ RESUBMITTED DEPARTMENT OF COMMUNITY DEVELOPMENT OCr Q 9 2018 33325 8th Avenue South Cm, Federal Way,WA 98003-6325 CITY OF FEDE) ,ry,�y 253-835-2607;Fax 253-835-2609 Federal Way ` �EIOPMEM' www•cityoffederalway.com RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Changes to drawings must be clouded. Applicants will be required to affix the City's date stamp on each page of resubmitted plans and to collate loose plans into existing plan sets. You are encouraged to contact the Permit Center prior to submitting if you are not sure about the number of copies required. Project Number: 1 - 10 c o CI - o o - s 6:7 Project Name: 5-1--&-r hukV66 o 1)5 Project Address: 1 0 d1 SlAJ S Project Contact: -DA-4 t 7 Phone: Z53 . 7eA.r oT 6 E-mail osA-4Eslylos ® µ.T,Kk/G.tory 4 ,, RESUBMITTED ITEMS: #of Copies Detailed Description of Item '2- iO;sro( 4((A( S kilw i r. 11n v d 416415 Resubmittal Requested by: Letter Dated: / / (Stall Member) .00 1 OFFICE USE ONLY RESUB#: t Distribution Date: Oil I fY By: 0 ,Dept/Div Name # Description Building /hN'D9 A-11 Planning PW Fire Other Bulletin#129-September 24,2018 Page 1 of 2 k:\Handouts\Resubmittal Information • 10/09/2018 Proposed addendum to issued permit it 18 103904 00 for Starbucks 164SW Campus Dr. min Newly engineered footings to accommodate site conditions. David Benson RESUBMITTED O'Sage Signs 253.709.1096 OCT 0 9 2018 COMMUNE DEVELOPMEY NT ..a CO 1 Coo (0 1 t Ti RESUBMITTED OCT 09 2018 ra CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT STRUCTURAL CALCULATIONS AND SKETCHES FOR STARBUCKS SIGN FOUNDATIONS FEDERAL WAY, WA FOR TUBE ART GROUP PROJECT NO. 18514 September 18, 2018 CALCULATIONS BY MICHAEL SZRAMEK, PE, SE APPROVED riplIMEI By As-) • II V -71 8- ` a - Date - MI nib Mx - - - -- ONINIMI - MO - MC SQUARED,INC. 1235 EAST 4TH AVENUE, SUITE 101 OLYMPIA,WASHINGTON 98506-4211 CO (360) 754-9339 FAX (360)352-2044 • W m MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: By: FAX (360)352-2044 •-, Sheet: Page of k )(.., t• .„ . ' 1,, 1„! .,) ,",) 1 nC1-47.7,,A 4 1\ •9, I. • ! 4,•.1 j • 1,-, • , ( ,() ) \ > I • V t o !.,,,e,•1 11..7...I v. - h-; t4 • . .1 47 /P.M.02 08 6 0'"N. 761/4,61\11.. l'"9/.9NALt- 3 0,-( �o • Design foundations for a various signs for a Federal Way area 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 12 to 25 PSF for various components 3. Wind = 2015 IBC Exposure B @ 110 mph, 3 second gust LRFD loads vary per sign area. ASD loads vary per sign area. 4. Earthquake = 2015 IBC, Ss = 1.290 Site Class D SL = .496 IE= 1.0 Seismic Risk Category I Seismic Design Category D SDS= 0.860 SDL= 0.497 V=CsW Cs=SDs/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 = 2000 PSF, Bearing Capacity per soils report 250 PCF, Assumed Passive Pressure Concrete: 1. All concrete shall have a minimum 28 day compressive stress of 3,000 psi. 2. All rebars shall be grade 60. CAUTION CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. , t ( GS Design Maps Summary Report 'r lea User-Specified Input Report Title Starbucks Federal Way Tue September 18, 2018 16:44:22 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 200S) Site Coordinates 47.30118°N, 122.32981°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III i' `Kent ,; AUBURN , Ovington .Gig Harbor MINI 18 Federal Ways 4,UPOsT �a 16 4 ubur AIR i 4NA RR 0 WS \\___ \,.., \\*_.\\ ,Tac oma , ill v ==' . f'AI.1.11P VtlMESH00T erSlty Plater l'i . , RESERVATION 167. , RESERVATION L.,... USGS-Provided Output SS = 1.290 g SMS = 1.290 g Sos = 0.860 g S, = 0.496 g SM, = 0.746 g Sp, = 0.497 g For information on how the SS and Si values above have been calculated from probabilistic(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. NICER Response Spectrum Design Response Speclrum 141 1 ii1 11: "NI 1tµ u-_ ...1 ..fa u11 & 1111 a111,5 I r. gray l 10.2 grit, ..i,• Y. ,1 1;; 4111 11111, 141 1144, 11161 113. 1.4. .vn ,.i), Ii11 I3. 14'' It.. 151. 2,.. 6114. 11 . ''4. 11Ir' 11$. 1111 13. 14. Ito. I». _.. Period,T(sec) Period.T(sec) For PGA51, T„ C„,and C,i values, please v Cv 1! e delail.•ci tepori. 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 therein.This tool 1s not a substitute for technical subject-,natter knowledge MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: By: FAX(360)352-2044 Sheet: Page of 1,4*+Jt-4 'on.P 011.01-J k'f1t7ii1 S+L�S - .r i ______ __r.,...:: : „ _ , , . . , . . . .. , , . 7,___,..... , . . __. , . . . ...... . ., .,. .. . . . . . . .. . : . . . . , C...f2_ -' 4,-,1 t•-_,D N,s n 1,0,,x.,D C . 'i . . �SAe C. C A.1C) I , i I I I I I J PROJECT: - ;:ilii, ;�`y?tr R r y, :;.iy'13','ia,- % r= _;.;, 1 PAGE: ,,r''' „4'' " ''1 ff • M_C�c�'TJAIiLD_ CLIENT: "' 5: y`` :_= _``_' i == i, DESIGN BY: r( JOB NO.: 5 :_ = ''; ;;DATE: "_ REVIEW BY: .• ;74.-':'n. i - i=� T F 1 [�` 0Th1 O = r.s 0' 4'0 a `,'.'.,'-'" ` '.; -t.Y: " ?:,7,;. 110 MPH Exp B . INPUT DATA g Exposure category(B.C or D) _ ----- Importance factor,1.0 only,(Table 1.5-2) (N, = 1.00 Basic wind speed(ASCE 7-10 25.5.1) V A xp mph Topographic factor(2e.8 8 Table 25.5-1) ►Czt _ :V•.;...?:-,: ,,_=Flat 'r "e - a crl'" won VIP Height of top h = }r 5` ft 5O°° Vertical dimension(for wall.s=h) 8 = ,.. ft w 1 Horizontal dimension B = '',=�j•�=r'�ft Dimension of return corner 4 = 51,',..444'1,ft M DESIGN SUMMARY F Max horizontal wind pressure p = 35 psf Max total horizontal force at centroid of base F • 0.94 kips - Max bending moment at centroid of base M = 3.23 ft-kips Max torsion at centroid of base T = 1.27 ft-kips ANALYSIS Velocity pressure q„=0.00256 Kr,Kat Ke V2 = 18.43 psf where: qr,=velocity pressure at mean roof height,h.(Eq.29.3-1 page 307 b Eq.30.3-1 page 316) Itir-velocity pressure exposure coefficient evaluated at height,h,(Tab,29.3-1.pg 310) • 0.70 Kd d wind directionality factor.(Tab.26.6-1,for building,page 250) • 0.85 h•height of top ■ 6.44 ft Wind Force_Case A:resultant force thouah the asometric center (Sec.29.4.1 8 Fig.29.1-1) p=q,,G Cr- s 25 psf F=PAs = 0.79 kips M•F(h-0.5s)for sign,F(0.55h)for wall = 2.73 ft-kips T• = 0.00 ft-kips where: G=gust effect factor.(Sec.28.9) = 0.85 C,=net force coefficient.(Fig.29.4-1,page 311) 1.58 As=B s = 32.0 ft2 Wind Force Cass B:resultant force at 0.2 B offset of the aeometric center (Sec.29.4.1 8 Fig.29.1-1) p=Case A = 25 psf - F=Case A • 0.79 kips M=Case A = 2.73 ft-kips T=0.2 F B - 1.27 ft-kips Wind Ford Case C:resultant force different at each Nolan (Sec.29.4.1&Fig.29.1-1) P=c1hGCt Bobnce e s S 1 t F=EpA, 1 1 t 1 e 1 M=E[F(h-0.5s)for sign,F(0.Ssh)for wall] I i A a - T=ETs T Wind Dir. _ Distance Cr P, Aso Fr M1 T1 _ (ft) (Fig.6-20) (psf) (ft2) (kips) (ft-kips) (ft-kips) 4.0 2.250 35 16 0.56 1.94 1.13 • 8.0 1.500 23 18 0.38 1.29 -0.75 8.0 1.500 23 0 0.00 0.00 0.00 E 0.84 3.23 0.38 <_-Case C may not be considered,footnote 3 of Fig.6-20 • 1 1 MC Squared,Inc. Project Title: Olympia,Washington Engineer: ,1 Project ID: Project#18514 Project Descr: Starbucks Federal Way Printed 18 SEP 2018, 1 OOPM General Footing File=MtENGINE-11ENERCA-101tubeart sgnsec6. g Software copyright ENERCALC,INC.1983-2018,Build.10 18.7.31 . Lk.#:KW-06005122 Licensee:MC SQUARED,INC. Description: 8'Menu Board Sign Code References Calculations per ACI 318-11, IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used :ASCE 7-10 General Information Material Properties Soil Design Values fc Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 2.0 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec•Concrete Elastic Modulus 3,122.0 ksi Soil Passive Resistance(for Sliding) = 375.0 pcf Concrete Density = 150.0 pcf Soil/Concrete Friction Coeff = 0.450 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 2.0 ft Min Steel%Bending Reinf. = Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0 00180 when footing base is below = ft Min.Overturning Safety Factor = 1.50 •1 Min Sliding Safety Factor = 1.50 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf when max Add Pedestal Wt for Soil Pressure No length or width is greater than ft Use Pedestal wt for stability,mom&shear . No Dimensions Width parallel to X-X Axis = 4.0 ft Length parallel to Z-Z Axis = 2.250 ft Footing Thickness = 18 0 in z i ;II Pedestal arallel to X X Axis 16.0 in ensions.. x , :j,^I ,, x pz:parallel to Z-Z Axis = 16.0 in Height - 6.0 in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in , , .M ra $ •. - 4'1� . Reinforcing Bars parallel to X-X Axis Number of Bars = 4.0 rUa.;,,• ; _ ReinforcingBar Size = 'f r, r 1 ':,W Fh: art. Bars parallel to Z-Z Axis p.7, <�'?,. ,,, ';ij ; VF,:: ,`I; ` Number of Bars = ,.,.,.�, , ;a:r�V,.4.I "' i• :si Reinforcing Bar Size # 5 .ti: ; ril�f.l�, f`j ti x ...!!.! S: .Bandwidth Distribution Check (ACI15,4.4.2) - t�.s i1 - • :-•,(ef Direction Requiring Closer Separation ig L-L_Axis „_,, " :,,N `gyp)j; #Bars required within zone 72.0% i' '�t "1= '` rr "' #Bars required on each side of zone 28.0% Applied Loads D Lr L S W E H P-Column Load = 0.8180 k OB:Overburden - ksf M-xx = k-fl M-zz = 1.810 k-ft V-x = 0 630 k V-z = k MC Squared,Inc. Project Title: .. Olympia,Washington Engineer Project ID: Project#18514 Project Descr: Starbucks Federal Way • Printed 18 SEP 2018, 1 OOPM General F ontin File=M1ENGINE-11ENERCA-1.0itubeartsgnsec6 g Software copynght ENERCALC,INC 1983-2018,Build 1018 7 31 . Lic.#:KW-06005122Licensee:MC SQUARED,INC. Description: 8'Menu Board Sign DESIGN SUMMARY — — ,r:,•,.,,, •Ic — I Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.4658 Soil Bearing 1 239 ksf 2.660 ksf +0 900+1 250W about Z-Z axis PASS nla Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 1.537 Overturning-Z-Z 3 838 k-ft 5 897 k-ft +0 900+1.250W PASS 3.694 Sliding-X-X 0.7875 k 2 909 k +0 900+1.250W PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.03015 Z Flexure(+X) 1.081 k-ftift 35 660 k-ftlft +0.900+1.60W PASS 0.008477 Z Flexure(-X) 0.3040 k-ft/ft 35.860 k-ft/ft +1 200+1.60W PASS 0.000382 X Flexure(+Z) 0,01162 k-ft/ft 30 434 k-ft/ft +1 40D PASS 0.000382 X Flexure(-Z) 0 01162 k-fUft 30.434 k-fl/ft +1 40D PASS 0.01219 1-way Shear(+X) 1.002 psi 82.158 psi +0.900+1.60W LASS 0.001850 1-way Shear(-X) 0.1520 psi 82158 psi +1 200+1 60W PASS n/a 1-way Shear(+Z) 0 0 psi 82.158 psi n/a PASS n/a 1-way Shear(-Z) 0.0 psi 82.158 psi n/a PASS 0.005998 2-way Punching 0.9856 psi 164.317 psi +1.400 , MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: By: FAX(360)352-2044 • ' '' Sheet: Page__, of . - _ 1 1 i ' i { { # : 1 11 ; 1 11 { i # i ' I - , , - - - -r---I- i # -- -- 1 I ---1---i-r- 1 1 --- ' --t- -i -1 , j + 1 1 + i i_ ii 1 1 I # I 1 - , — ' 1 if - 1 1 1 ' v1_ 1 ti i I + T-t { - I t { f � i Iw n� � 7;3Q i ' " .c.1)G1 T i 1 -�-�_i _� ' ! j . _� -- _ 1 I — _ 1I , --I-+---?--_--1—-—i —j----I--•— r— �-- , ',—T I I 1----i-- ; —1 --11 f—r 1 — 1--- I--i__----T- 1 ! ! 1 -I 1 1 1 , I I 1_ _4I 1 H I I I__ ! - __I _____L ,____I___1___t_l __I____I___L____ S hjlr ::IIJLJ. - N 1 1111 � ,�� -� r- -1 1— , fes_—_ # 1 .— i f j{ 1 1 l 12S —t 1 �/ 1 '7 , i 1 , p " i- -.1 I ' 1 1 -I 11- .__I - - _._ - '-I J 4b`I l�._.- ----'- - 1' --• •-` i- --•----'-.-s—..t-- — 1-1111111- 1 _ j 2 1_ 1 I 111 • 111 I e { + i i 1 # 1 I I 1 I — — it — + i i 1 ; I i i j— I 1HI f� i I + /�� i�_1 1. � � s 1 � -�—I. � I —1 t4 C 1—#—I L , I i496-g 1 l 1 1b , „ 1 ' ' IlliiiiiiiiiI I # iia}1 jI {- - ' } ! 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DESIGN BY: �:= MC SQ L7AI�ED • '1,••••.i.) ,..,"..,: -.A•':,`:'.%7.. -x' _ �;-1- o ,; tkA IL_ ,' • r�/r REVIEW BY: ';_� �a,s • JOBNO.: : s z� - ,�. DATE: '�� ,! °, .. . ' Viol:A1tf, .,.. � hl W KVia,:-.(t.:.'1.:.; 73:7'J i7.`4 i i NN 't::..-i,':?.%11 110 MPH Exp B INPUT DATA e Exposure category(B,C or D) _ ...-• `� Importance factor,1.0 only,(Table 1.5-2) (W = 1.00 Basic wind speed(ASCE 7-10 26.5,1) V = '1,/,'-',4;.0(1...0.':mph Topographic factor(26.8&Table 2s.a 1) IC„ _ x ,4:c `-Flat '` cri ads Height of top h = :I I .r ft %%4s'o I L Vertical dimension(for wail•s=h) s !.:Vf�i,+�+�. ,,:ft . li Horizontal dimension B = F:"='g.. =. ft Dimension of return corner t.r = ;, ,T,ir=_-G ft Y. M "l_ DESIGN SUMMARY 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 = 6.89 ft-kips Max torsion at centroid of base T = 0.97 ft-kips ANALYSIS Velocity pressure 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,(nib.29.3-1,pg 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:resultant force though the geometric center (Sec.29.4.1&Fig.29.1-1) p=g1GCr= = 25 psf F=p Ad = 1.09 kips M=F(h-0.56)for sign,F(0.55h)for wall = 6.00 ft-kips T= = 0.00 ft-kips where: G=gust effect factor.(Sec.26.9) = 0.85 C1-net force coefficient.(Fig.29.4-1.page 311) 1.67 As=Bs = 44.4 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 = 1.08 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 region (Sec.29.4.1&Fig.29.1-1) p=qh G Cr Balance ! Z 9 3 F=EpA, M=E[F(h-0.5s)for sign,F(0.55h)for wall] [�( - T=ET, �I Wind Dir. Distance C1 Pi Ail F1 Mi T1 (ft) (Fig.6-20) (psi) (ft2) (kips) (ft-kips) (ft-kips) 4.4 1.800 28 44.4 1.25 6.89 0.00 i r 4.4 1 200 19 0 0.00 0.00 0.00 I 1.25 6.89 0.00 <_=Case C may not be considered,footnote 3 of Fig.6-20 • "`-i , f i PROJECT: `):',ta("''�',;:i:: 1 '%-c.:,.,�'{Sr.,-::-;:'. ;i<.r.at;v PAGE' '°vY.t `, • CLIENT: " .....E;.•: :'> =�` DESIGNBY: % M1C�39.. As JOB NO. •°•''= DATE: REVIEW BY: = 1" ,,, PYA:i� t a ,e-•,,.::- .,. � � :�: ',; i Ii7.�Ye (',`,+l'-. a rn ?: s 110 MPH Exp C INPUT DATA g Exposure category(g,C a D) 's NONE " �r Importance factor,1.0 only,(Table 1.5.2) )w 1.00 �. - Basic wind speed(ASCE 7-10 28.5.1) V = ;--', ,(+s-`:'? mph Topographic factor(Nil&Table 243.9-1) ICI _ ` Flat 1_ Axa Height of top h = '.--,i''! -.=`=ft so,d so Vertical dimension(for wail,s=h) s = .' _Oe ft N i Horizontal dimension B = --•7 -r is ft Dimension of return corner 1-r = • '- ':4:: ft .----- T -.--- wo" M DESIGN SUMMARY F Max horizontal wind pressure p = 34 psf Max total horizontal force at centrold of base F = 1.52 kips - Max bending moment at centrold of base M = 8.36 ft-kips - Max torsion at centroid of base T = 1.18 ft-kips • ANALYSIS Velocity pressure oh++0.00266 Kh K,Ke V' = 22.38 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 coef4clent evaluated at height,h,(Tab.29.3-1.pg 310) IN 0.8$ ICi=wind directionality factor.(Tab.26.6-1,for building,page 250) - 0.85 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=ghCCr" 30 psf F=p Ae = 1.32 kips M++F(h-0.5s)for sign,F(0.55h)for wail = 7.29 ft kips T■ = 0.00 ft-kips where: G=gust effect factor.(Sec.26.9) = 0.85 Cr=net force coefficient.(Fig.29.4-1,page 311) . 1.67 As=Bs = 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 = 30 psf - F=Case A = 1.32 kips M-Case A 7.29 ft-kips T*0.2 F 8 = 1.18 ft-kips Wind Force Case C:resultant force different at each region (Sec.29.4.1&Fig.29.1-1) p=qh G Cf Bolance s s s e FasEpAs M=E(F(h-0.6s)for sign,F(0.56h)for wall] 1 - T=ETs ITl I Wind Dir. Distance Cr Pi Asi F1 Mi Ti (ft) (Fig.6-20) (psf) (ft2) (kips) (ft-kips) (ft-kips) 4.4 1.800 34 44.4 1.52 8.38 0.00 4.4 1.200 23 0 0.00 0.00 0.00 E 1.52 8.36 0.00 <==Case C may not be considered,footnote 3 of Fig.8-20 5 • knirilIMINI PROJECT: s ' ,sr ! ' a� :•,: Y�. ,f� ,. � PAGE: : - ii fY CLIENT: �ti-`.' p :nay :}` _ <t-,-;r y DESIGN BY. h MC SQLTA E171 ,I��O__B NO. '•'`'lM ti" '':`�'`1 DATE: iT,xs ,y. REVIEW BY: S `h [ `o Y1 ` x 1N1�tt/�lii4 ..> uQPI �! l 9i_:X ib' «Y_ '' .,ti 110 MPH Wild Exp B INPUT DATA • Exposure category(B.C or D) _ EKON Importance factor,1.0 only,(Table 1.5-2) Iw = 1.00 Basic wind speed(ASCE 7-1026.5.1) V = � 4� .mph Topographic factor(28.a 6 TOM 26.8-1) Ka _ • '`�: *=Flet T2 sroM Height of mean roof h = ;t ft Roof slope ;• ,•.<•S 'i'• 12 f Roof length L .• k• _a ft Roof horizontal projected width B = �,s6Y ftg ) Effective area of component/cladding A = z'•'' 'ft DESIGN SUMMARY 1.Main Wind-Force Resisting System Max horizontal force/base shear from roof = 0.01 kips + 0.00 kips leave&columns increasing) E 0.01 kips Max vertical download force * 0.35 kips Max vertical uplift force = 0.40 lops • Max moment at centrold of base from roof 0.50 ft-kips +, _0.05 ft-kips leave&columns increasing) E 0.55 ft-kips 2.Component and Cladding Elements Max inward pressure 40 psi Max net outward pressure = 80 psi ANALYSIS Velocity pressure qh=0.00256 Ks KA Ka V2 = 18.43 pal where: qh=velocity pressure at mean roof height,h.(Eq.28.3-1 page 298&Eq.30.3-1 page 316) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.28.3.1.pg 299) 0.70 Ica=wind directionality factor.(Tab.28.8-1,for building.page 250) = 0.85 h=height of mean roof - 7.50 ft .14aln Wind-Force Resisting System(Sec.27.4.3) p'gh0CN F=pAt where: G=gust effect factor.(Sec.28.9) 0.85 8=roof angle = 1.87 degree < 45 deg. [Satisfactory] Al=roof actual area. ■ 18.0 ft2,windward a 15.0 ft2,leeward CN=net force coefficients.(Fig 27.4.4,page 267) Check Fig.27.4-4 limitation h/B= 1.00 within[0.25,1.0] [Satisfactory] WIND TO BOTTOM,y=0° WIND TO TOP,y=180' CLEAR FLOW OBSTRUCTED CLEAR FLOW OBSTRUCTED 0 CASE CM,y Cm, Cm C1 Crnr CM CM Cra A 1.20 0.30 -0.50 -1.20 1.20 0.30 -0.50 -1.20 p(psi) 18.80 4.70 -7.83 -18.80 18.80 4.70 -7.83 -18.80 1.67 F(lope) 0.28 0.07 -0.12 -0.28 0.28 0.07 -0.12 -0.28 B -1.10 -0.10 -1.10 -0.60 -1.10 -0.10 -1.10 -0.60 p(psi) -17.23 -1.57 -17.23 -9.40 -17.23 -1.57 -17.23 -9.40 • F(kips) -0.26 -0.02 .0.26 -0.14 -0.26 -0.02 -0.28 -014 • MC Squared,Inc. Project Title: Olympia,Washington Engineer: Project ID. /t/ A,1 -1 1 Project#15414 Project Descr • Starbucks Federal Way Printed 18 SEP 2018, 3 06PM ' Combined FootingFile=MtENGINE-1tENERCA-101tubeart signs ec8. Software copyright ENERCALC,INC.1983-2018,Build 1018 7 31 Lic.#:KW-06005122 Licensee:MC SQUARED,INC. ' Description: Order Canopy Footing Code References Calculations per ACI 318-11, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used •ASCE 7-10 General Information Material Properties AnalysisfDesign Settings fc Concrete 28 day strength 3 ksi Calculate footing weight as dead load'2 Yes fy.Rebar Yield 60 ksi Calculate Pedestal weight as dead load? Yes Ec.Concrete Elastic Modulus 3122 ksi Min Steel%Bending Reinf(based on'd') Concrete Density 150 0 pcf Min Allow%Temp Reinf(based on thick) 0.0018 •Phi Values Flexure: 0,9 Min Overturning Safety Factor 1.10.1 Shear: 0.75 Min.Sliding Safety Factor 1.1:1 Soil Information _ --------- --- ---- - - Allowable Soil Bearing 2 ksf Soil Bearing Increase Increase Bearing By Footing Weight No Footing base depth below soil surface ft Increases based on footing Depth .. Soil Passive Sliding Resistance 250 pcf Allowable pressure increase per foot ksf (Uses entry for"Foci ng base depth below soil saface'for kicei when base of footing is below ft Coefficient of Soil/Concrete Friction 0 3 Increases based on footing Width. . Allowable pressure increase per foot ksf when maximum length or width is greater than ft Maximum Allowed Bearing Pressure 10 ksf (A value of zero implies no limit) Adjusted Allowable Soil Bearing 2.0 ksf (Allowable Soil Bearing adjusted for footing weight and depth&width Increases as specified by user.) Dimensions& Reinforcing Distance Left of Column#1 = 1.50 ft As As Between Columns = 4.330 ft Pedestal dimensions.. Bars left of Col#1 Count Srze# Provided Req'd Col#1 Col#2 Bottom Bars Distance Right of Column#2 = 1.50 ft Bottom 5 0.930 1.555 in^2 Total Footing Length = 7.330 ft Sq Dim = 24 0 24.0 in :'_,,11<a 3 5 0.930 0 0 inA2 Height = 6.0 6.0 in Bars Btwn Cols Footing Width = 4.0 ft Eot on1 E'a 3 5 0 930 1.555 inA2 TccC.,a 3 5 0930 1.555in^2 Footing Thickness = 18 in Bars Right of Col#2 Rebar Center to Concrete Edge @ Top = 3 in Bottom Bars 3 5 0 930 1.555 inA2 Rebar Center to Concrete Edge @ Bottom = 3 in Top Bars 3 5 0.930 1.555 in^2 Applied Loads Applied @ Left Column D Lr L S W E H Axial Load Downward = 0.80 0,4180 0.5530 2.457 k Moment(+CW) = k-ft Shear(+X) = 0.1540 0.530 k Applied @ Right Column Axial Load Downward = 0.7970 0.4180 -0.5530 -2.457 k Moment(+CW) = k-ft Shear(+X) = 0.1540 0.530 k Overburden = 1'4' 4-}15!16' I 5 4 � � 1. , 44; : Fhy. -fir- '� ': i 145 145 , 1'•6' 6'-315!16' L 1'•6' _ T•3-15i16' TJ.15116' • ' MC Squared,Inc. Project Title: Olympia,Washington Engineer: Project ID: /f i 0 i Project#15414 Project Descr: Starbucks Federal Way Pnnted 18 SEP 2018, 3 06PM File=M.IENGINE-1\ENERCA-1.01tube art signs ec6 Cornuined l=ooting Software cop ',htENERCALC.INC 1983-2018,Budd1018.7.31 Lk.#:KW-06005122 Licensee:MC SQUARED,INC. • Description: Order Canopy Footing DESIGN SUMMARY Factor of Safety Item Applied Capacity Governing Load Combination PASS 4 418 Overturning 10.743 k-ft 47.465 k-ft +0.90D+E PASS 1 262 Sliding 1 060 k 1.338 k +0.90D+E PASS 5 627 Uplift 2.457 k 13.825 k +0.90D+E Utilization Ratio Item _ _ Applied Capacity Governing Load Combination PASS 0.1615 Soil Bearing 0.4296 ksf 2.660 ksf +D+E PASS 0.02047 1-way Shear-Col#1 1 682 psi 82.158 psi +0 900+1.40E PASS 0 02047 1-way Shear-Col#2 1.682 psi 82.158 psi 40.900+1.40E PASS 0.01272 2-way Punching-Col#1 2.091 psi 164.317 psi +1.20D+0.20S+1.40E PASS 0.02326 2-way Punching-Col#2 3.823 psi 164 317 psi +1200+0.20S+1.40E PASS No Bending Flexure-Left of Col#1-Top 0 0 k-ft 0.0 k-ft N/A PASS 0 005296 Flexure-Left of Col#1-Bottom 0.3274 k-ft 61 821 k-ft +0 90D+1.40E PASS 0 01576 Flexure-Between Cols-Top -0.9740 k-ft 61.821 k-ft +1.200+0 20S+1.40E PASS 0 04272 Flexure-Between Cols-Bottom 2 641 k-ft 61.821 k-ft +0.900+140E PASS 0.000428 Flexure-Right of Col#2-Top -0 02644 k-ft 61 821 k-ft +120D+0.20S+1.40E PASS 0.001539 Flexure-Right of Col#2-Bottom 0.09511 k-ft 61 821 k-ft +1.200+1.60S Soil Bearing Eccentricity Actual Soil Bearing Stress Actual I Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 5.34 k -0 001 ft 0.18 ksf 0.18 ksf 2 00 ksf 0.091 +D+S 6.18 k -0 001 ft 0.21 ksf 0.21 ksf 2.00 ksf 0.105 +D+W 5.34 k -0 334 ft 0 23 ksf 0.13 ksf 2.66 ksf 0.087 +D+E 5.34 k -1 596 ft 0 43 ksf 0.00 ksf 2 66 ksf 0.162 +0+0.750S+0.750W 5.97 k -0 225 ft 0.24 ksf 0.17 ksf 2.66 ksf 0.091 +0+0.750S+0.750E 5.97 k -1.072 ft 0.38 ksf 0.03 ksf 2.66 ksf 0.143 +0.90D+W 4.46 k -0.400 ft 0 20 ksf 0.10 ksf 2.66 ksf 0.076 +0 900+E 4.46 k -1 911 ft 0.42 ksf 000 ksf 2 66 ksf 0 159 • ' MC Squared,Inc. Project Title: Olympia,Washington Engineer: /( ,' ' Project ID: Project#15414 Project Descr: Starbucks Federal Way Printed 18 SEP 2018, 3 57PM General Footing File=MSENGINE-11ENERCA-1(Aube art signs ec6. Software copyright ENERCALC,INC 1983-2018,Build 10.18.7.31 . Lic.#:KW-06005122 Licensee:MC SQUARED,INC. • Description. Order Canopy Sign Footing-Face Direction Code References Calculations per ACI 318-11, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used :ASCE 7-10 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 2.0 ksf fy.Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 375.0 pcf Concrete Density = 150.0 pcf Soil/Concrete Friction Coeff. = 0.450 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 2.0 ft Min Steel%Bending Reef = Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.10:1 Min.Sliding Safety Factor = 1.10:1 Increases based on footing plan dimension Add Ftg Wt for Soil PressureYes Allowable pressure increase per foot of depth Use fig wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max.length or width is greater than = ft Use Pedestal wt for stability,mom&shearNo Dimensions Width parallel to X-X Axis = 7.330 ft Length parallel to Z-Z Axis = 4.0 ft Fooling Thickness = 18.0 in Z 111111 El Pedestal dimensions... x § II _�X px•parallel to X-X Axis = 76 0 in " :,.f .., pz:parallel to Z-Z Axis = 24.0 in Height - 6.0 in H -- IN M Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in • T_i- _ g r-s 1P Reinforcing_ Bars parallel to X-X Axis Number of Bars = 6.0 Reinforcing Bar Size = # 5 Bars parallel to Z-Z Axis :�"j5 Number of Bars = 10.0 _�•- �; '- �f' 'G ` i- i"+ir.', Reinforcing Bar Size = # 5 . Bandwidth Distribution Check (ACI 15.4.4.2) ......,,,..w... �=,, � • .s .••- Direction Requiring Closer Separation 1g Z-Z Axis #Bars required within zone 70.6°Ao #Bars required on each side of zone 29.4% Applied Loads D Lr L S W E H _ P:Column Load = 1.595 0.8360 k OB.Overburden = ksi M-xx = 1.867 - 2.508 7.370 k-ft M-zz = k-ft V-x = k V-z = 1.060 k MC Squared,Inc. Project Title: " • Olympia,Washington Engineer' / 0/ - is Project ID: /) ' Project Descr: Project#15414 Starbucks Federal Way Printed.18 SEP 2018, 3 57PM General Footing Fite=M1ENGINE-NENERCA-1(Aube art signs ec6. g Software cop r sht ENERCALC,INC.1983-2018,Build 1018 7.31 . Lic.#:KW-06005122 Licensee:MC SQUARED,INC. Description: Order Canopy Sign Footing-Face Direction DESIGN SUMMARY Design OK Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.4308 Soil Bearing 1.146 ksf 2.660 ksf +0.90D+E about X-X axis PASS 1.481 Overturning-X-X 11.170 k-ft 16.544 k-ft +0.900+E PASS n/a Overturning-Z-Z 0 0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS 8.374 Sliding-Z-Z 1.060 k 8.876 k +0.90D+E PASS n/a Uplift 0.0 k 0 0 k No Uplift PASS 0.000325 Z Flexure(+X) 0 009899 k-ft/ft 30.434 k-fUft +1 200+1.60S PASS 0.000325 Z Flexure(-X) 0.009899 k-ft/ft 30.434 k-ft/ft +1 200+1 60S PASS 0 02825 X Flexure(+Z) 0.7843 k-Mt 27.758 k-fUft +0.900+1.40E PASS 0.006160 X Flexure(-Z) 0.1710 k-ft/ft 27.758 k-fUft +1.20D+0.20S+E PASS n/a 1-way Shear(+X) 0.0 psi 82.158 psi n/a PASS n/a 1-way Shear(-X) 0.0 psi 82.158 psi n/a PASS n/a 1-way Shear(+Z) 0.0 psi 82.158 psi n/a PASS n/a 1-way Shear(-Z) 0 0 psi 82.158 psi n/a PASS n/a 2-way Punching 0 0 psi 82.158 psi n/a Q I �' ,,2 0 STRUCTURAL NOTES General Notes: These structural notes supplement the drawings. Any discrepancy found among the drawings,these notes,and the site conditions shall be reported to the Engineer,who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor is responsible for all bracing and shoring during construction. 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 12 to 25 PSF for various components 3. Wind = 2015 IBC Exposure B @ 110 mph, 3 second gust LRFD loads vary per sign area. ASD toads vary per sign area. 4. Earthquake = 2015 IBC, Ss= 1.290 Site Class D Si= .496 lE= 1.0 Seismic Risk Category I Seismic Design Category D SDS= 0.860 SDL= 0.497 V=CsW Cs=Sos/R/I 1 = 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 5. Soil = 2000 PSF, Bearing Capacity per soils report 250 PCF, Assumed Passive Pressure Concrete & Reinforcing Steel: 1. All concrete work shall be per the 2015 IBC Chapter 19. Tolerances shall be per IBC Chapter 26, Section 06. Mixing, placement,and inspection shall be • per Sections 04, 05, and 13. 2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. 3. Concrete shall be in accordance with ASTM 150. fc =3000 PSI @ 28 day, slump = 4" maximum, 6%Air entrained. Steel: 1. All steel shall be ASTM A992 Fy= 50 ksi. 2. All steel channels, plates, and angles shall be ASTM A36 Fy= 36 ksi. 3. Structural pipe be shall be ASTM A53, Fy=35 Ksi. 4. All bolts shall be ASTM A325, except as noted. 5. Anchor bolts shall be ASTM A307. 6. Welding shall be by AWS certified welders with E70 electrodes in accordance with AWS D1.1-75. 7. All steel members and parts shall be primed and painted after fabrication. CAUTION CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. .• 1 I E I I I I I I I / �1'�° � boy Z ,�1 / x�n � ran. 2Gu2 ti. ,„.., $aL; o 7s _ \ ., ,,, ! G �. WI. -- XI N m z m r--. - C n - �' 71 � I . :i t d o D r . • ! 9 �� er ( 4 0• I I (1 _r_ it .. t ! p i 0 ..iC — il ° Y, t, 4 if r... 1 �� > 4 Atl \-1 � g � - t c s`' \\- N , " MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: By: t FAX(360)352-2044 Sheet: Page o2 e of..2o dk — C A 11 p:-...i a 41 ii 4 L. ,, ) Ll p kr 4 d z r R -) - i' _ �• 0—.6 • • A 3 V ', i 7 ji.• 11 -;; I i • •s • • • Al — /1"' . _... c • __4. t oil, 1 y. A , .. 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SS2i4ab' a DS-00-i706£0 L-8 L :#lj W�lAd +/-461-23/8" AG 154" 7 C TUBE ART GROUP EQ Q Seattle Office _ 7 .f I`Z / ' _ 11715 SE 5th Street _ Bellevue,WA 98005 i 111111 206.223.1122 1 I 1 I 1 11111111111 1 1 1 1 1 1 1 1111 1 1 �� i East Elevation: 800 562 2854 lit I I 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 I ��I�■== Fax 206.223.1123 .,_; rr 1 1 1 1_ l 1 1 1- �t IAll ':,'x;i' I 1 I 1- 1 1 1 1 1 1 ( I 1 I I , 1 I 1 I 1 I 1 1 A/I�\ 4°3 ?ca": . :,' Total sign area: 17.1 sq ft This original artwork is protected '''',«- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I �".'-x.••,..- t: 1 1 1 1 1 1 1 1 l 1 11 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 r: c k` under Federal Copyright Laws. 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I Total south facade area: 1138 sq ft ; • AG TUBE ART GROUP Seattle Office 11715 SE 5th Street Bellevue,WA 98005 206.223.1122 800.562.2854 p,t Fax 206.223.1123 L4434'-0 1/2" OM. This original artwork is protected under Federal Copyright Laws. Make no reproduction of this design concept without permission Bfrom Tube Art Group. • 231" 7200 :zoo .:'osier Ntm,her 12-8 /2" 10'-2 3/4" 8'-9a 133589A 'Starbucks-Federal Way,WA852055 ••,-7: {:; ;/4.::.:,% ,''" :''i`+ "' •;i•, 1-";'c^;.:.'r ::i5"ts.;;ir SW Campus Dr&1st Ave S 133589A y t,'4.. Mt.•ti� !,:-YtY�:c::Z,"'• nT;:, Yf.:.4r:,y,) tt' t p▪ ✓ f,.% r. r .-.....rr •'.:;•,:!'-..''•'•- :•4:•-'-:.a........ '•t. /y`/'`� l��v :iii-M ,••„:'�r"' .,:.,t.:,-',,:. ., a -.:,•t• ,4 .e., .•I•r�l�▪•' -- !� House • .3� ..i.. J•. - ' �a�r, • MICS p l�.��y\g/�\� ��'�ie'• ti*+yC.y�i�,r::- -� ~:S: Yt •: .• ,P�' ~.�.. •f•:: 41,, .R:Yt•v-r•.i i:JT.re. .>y1 ..5.<t { ,' .S _. ,... :.... �y.. ;�7i �::K. :},',`'%': s 5•o- .^✓' .r. .l.': - `..l.,}� "iI:• ;q-r,` %: ;t' - - ;t(:,-::• �t- :'{:',:::, lar .i.: 4 5 M -'.tiffs .4';i? `:Y•=. .,f' :tit'fli�:} .11•r .T.it:•,/.:~n."•. tri': s 1•t..' - .wh'•. '.r-' _ .s.: �:: .. :�;�'� _ -:�. r:£(�•. -; �� West Elevation: _ Brad McKay y 4 +i: ▪ r•. S� Vii`:- :.J•I" Boxing2 n r F��'.<. elements as1 sign :.1 Ct' °i: 4'"•: rte !•.` - ..:y ir •:i:: �i� • A; •tet t:' ao-. ��,v"• ▪•• ~•3 ..J. `s;r d y ::'::. •^•1 r r•YG 4. oto sign area: 2 _ �i::-` a ea• 9 6 sq • 'S. r t:'' �Y.,:.f:a - 74.' S V�. r.• •r'. ▪_ • Jul 17 2018 Je. v i' } ., Total south out facade area: 790sqft 'a • :•r'. nY. :'t:• :cN� • ▪ t,-5•• ''. ,;3.; '} 4 ▪ - Zti. ▪ r▪G" rir .,Tom• .r. _.�.:�'•. `:,'r' .:o-4•, r-'':• +-) �; iiS .r:'�. ca 7 Y •'ej•,�w• M1} i. •L^ •...,, C • •.t. ti?j to- 'r5. J✓ 0 yi•: � �y t F f• • .rr -.r t:ty�{''":r...dp;4. i:2:!:.:_:�:!:O_:o2:„:..,::::..,-7..,:-,:.y... • •.ti,•r.y:.,✓�,:ii(:, �� N t{•..:f*::4g;..?:-,:..,,,r ' �: !;:.-i.,...4..,4,...,, b.,.. :+:i:, ,int.rr';,jt ,TA.' ,rte' I [ ]Approved :a :• ay .t..!%'{ }.Y:i �•. - . ^ . . as f �•a::•y• v” "•" � I \ [ ]Approved With Changes Noted © West Elevation Approximate Scale: 1/8" = 1'-0" Customer Signature Date Landlord Signature Date V TM 852055 SW Campus Drive&1st Ave S Federal Way,WA This drawing is intendEI\fEED reasonable representation of the final manufactured article.F t he s a2 shm.x2018 in materials may not h nt - exactly as they will he fabricated. Colors on prints myyIpt-a F teely depict WAY specific color _la O FEDERAL►1 COMMUNITY DEVELOPMENT 3of15 / * AG Building Sign Attachment: 30 lbs. approximate sign weight TUBE ART GROUP ,,� ,; Secure 6 places using; 3/8" x 3" hanger bolts or similar 3/8" anchor top and bottom Seattle Office - — with #12 x 2" screws or similar around circumference 11715 SE 5th Street first element Exact anchor type to be determined at install based on facade construction. Bellevue,WA 98005 DRIVE THRU� / yp 206.223.1122 Approximate attachment points shown with arrows. 800.562.2854 Fax 206.223.1123 V- (, 60"(1524mm) .I Adjust LED lamps (102mm) 4" (1o2mm) This original artwork is protected 4"O.C.mm typ spacing around (102under Federal Copyright Laws. /--Disconnect Switch power supply to ) 0 \ Make no reproduction of this minimize shadowing — r design concept without permission B i �T from Tube Art Group. 1 � A • 41kfe , I® g EI 9 A 6 6 t e f) E 7200 6 Customer Number 9 €1 9 9 t 'il :6 : 0: :8 133589A E Starbucks-Federal Way,WA#52055 ®A kiii 00 re•i '. 111 SW Campus Dr&1st Ave S 133589A co � � � � � e g i House ,, / 011 E) O Brad McKay 6 6 6 6 E 9 @ II II 1 July 17,2018 OFront View O LED Detail O Section View Side View Scale:1/2"= 1'-0" Scale:1/2"= 1'-0" Scale:1/2"=1'-0" OScale:1/2"= 1'-0" Design ID #13164 [ l Approved L ]Approved With Changes Noted Manufacture and install one (1) single face backlit illuminated logo wall sign. 4•0e2mm,cl,annelreturna p 2°(50mm)trim cap attached to returns Customer Signature with square head screws Q Single faced internally illuminated wall mount logo disk.Cabinet to be '` / , 4"(t02mm)deep,fabricated aluminum sidewalls and back.Paint cabinet black Disconnect switch p Date polyurethane.Faces to be 3/16"(5m)Acrylite 015-2GP. 2"(somm)black LED illumination Q Landlord Signature trimcap with square head screws retainer edging. Power supply 9 , Date Polycarbonate-Clear box Q . r 0 Graphics of logo to be 1st surface 3M Translucent Scotchcal vinyl-Holly Acrylic face with vinyl B _ __ Aluminum return Green#3630-76.Siren to show thru White. graphics , -' Counter sunk screw 063 aluminum back 0 r—2"(50mm)trim cap V Q Internally illuminate logo disk with GE white LED's installed to back of disk. ; \ Power with GE power supply.Fasten to wall with required fasteners. Wall fasteners 0 V / 3/16"(smm)Acrylite TM Sign must be approved by the National Electrical Code,Underwriters Laboratory,CUL,and all — #52055 applicable local codes.Disconnect switch in primary to be within sight of sign(sign includes L.% Disk Section View T �— Campus Drive&1st Ave S power supply enclosure) REF:NEC 110-3[B]600-2,600-4.Primary electrical source 1/2"(13mm) yp O Enlarged Detail SW conduit minimum)REF:NEC 600-6,600-21(provided by installer). NTS r Scale:3"= 1'-0" Federal Way,WA SP UL UL VE c 7.11 A.11 ,ti,1nicePprovide a 1 I_, csentation of the final Disk 60in(1524mm)S/F Illuminatedsepresentedteners and seams Flush Mounted Wall Sign EVOLVED A11 r i�U� ��, ,Y ,r1-,1,is icy,v,Il be fabricated. Size Sq.Ft. Sq.M. Volts CIj�gt�y�L' arately depict . 60"(1524mm) 19.62 1.82 120 COM IJ F �E(JLLOPMA€M 4 of 15 . 5.-2",1575.r, . r 'I Building Sign ite. .3/8"0omm)3 5/8" 3 3/4" 3'-61/2"„oaomm) 3/4" 1'-1 5/8",3aemm) 3/8"l+omm) 3 5/8" AG (93—) 93m) ,—p.125"13mm) r(7amm)'I ,444 1 (93mm) 3/8"(1emur) 3/8"typ. m 1 aluminum 3/8"typ. A i :' (10mm) = face r T— (lomm) = i • I A Applied 3M vinyl second element f �; TUBE ART GROUP - i) White#3650-10 a Seattle Office • -x-- DRIVE � 11715 SE 5th Street .562.2854 t _ eo A .125"(3mm) DRIVE THRU,] Bellevue,WA 98005 a � � � 00 aluminum 206.223.1122 80AllA cD o L back Fax 206.223.1123 0 Weather proof i disconnect switch N This original artwork is protected 3/8"typ. \ 3/8"typ. with sealing boot under Federal Copyright Laws. omml = i omm) — iiii Make no reproduction of this \ — 5 6 7 4 Painted Black to match / ` —()Copy,Chevrons to be routed design concept without permission RAL 7021(satin finish)0 out of aluminum face and UL label G from Tube Art Group. backed with.125"(3mm, translucent polycarbonate-white 7200 © Side View O Front View ©Side View Customer Scale:1"=1'-0" Scale:1"= 1'-0" Scale:1"= 1'-0" Customer Number 133589A Quote Numb- 52055 Design ID #14533 Numb- Starbucks-Federal Dr&1stWay,ve S 13358 SW Campus &1st Ave S 133589A 1 10"0.c. r. Manufacture and install two (2) single face backlit e'a SLK,., (z54mm) 1 illuminated drive thru cabinet signs. r01/2"(,3mm,wide neoprene Attachment: ay 174, gasket around inside 35 lbs. approximate sign weight 0 Cabinet returns to be fabricated from.125"(3mm)aluminum,faces to Secure 4 places using be.125 (3mm)aluminum, ainted Black to match RAL 7021 M satin *• • perimeter of filler P (3/8" x 3" hanger bolts or similar top corners finish),with Applied 3M vinyl White#3650 10 end cap. EiHRUr with#12 x 2" screws or similar in bottom cornersJuly 17,zo16 . ® Approximate attachmentpoints ® 9r---O GE MiniMax 7100k LED's pp 0 Arrow Graphics and"DRIVE THRU"copy to be routed out of ' • '6 shown with arrows. aluminum face and backed with 125"0—,translucent polycarbonate- -- -- White.Note:all polycarbonate elements to be attached to back of aluminum faces with welded studs. OVertical Cross Section View Typical 0 GE GEPS12 60 0 Weather proof Scale:3/4"=1'-0" power supply disconnect switch 0 Cabinet to be welded aluminum construction with no visible with sealing boot fasteners.Fasteners retaining the hinged face will be located on the R,;, bottom such that they are not visible.All fasteners used in [ )Approved 4" 4" assembly of internal components shall be coated to prevent [ ]Approved With Changes Noted r (102mm) i r (1o2mm) 'I corrosion.Internal structure shall be constructed as per approved 3 5/8" I 3 5/8" �a.i shop drawings. r (93mm) I /Iii r (93mm) 1111.10/ Hingable with C (7)#4-40 (10"o.c.)Sheet /, Customer Signature / / E 3/8"„omm,dia. E 3/8"(,omm,dia. 0 Graphic elements are internally illuminated using GE Tetra MiniMax continuous —_ ' metal screws and Lorries 7100k LED system or Starbucks approved equal.Led's to be Date /� / grade 5 bolt tof Hilti HLC-HX Y PP qpiano hinge c adhesive secure hinge to /. mounted sin back with self contained pp ys withnutflat& q sleeve anchor with g power su I .All electrical cabinet return and back. Landlord Signature �. lock washers — 1 1/4"(3zmm, components are removable for service. embedment Date I V + 0 Attach flush to wall.Anchor fasteners as required for existing wall t I / structure.Support structure be constructed as per approved shop E E drawings and shall be integral to the sign cabinet. co /Interior Cabinet 1 i c' + N © Sign must meet all regulations in the National Electric Sign Code as well as any local or back to be 0--- / r state codes.As per NEC 600.6 sign is equipt with a service disconnect switch.Sign / /_ must be listed as an Electrical Sign per Underwriters Laboratories UL48 and/or CSA TM painted white. and bear the appropriate UL,CUL,or CSA relevant certification marks.Primary power i, I / by electrical contractor per NEC. #52055 Lw�'.I El____ SW Campus Drive&1st Ave S Federal Way,WA � ` i REC VED. —9 w=9 /��I• - / ., drawing is intended to provide a reasonnjaa�ble representation of the final - A Roo DT Illuminated Arrow Series Flush Mounted-RH-62in 1575mm#14533 AUG / 3 , maynohFastreeners and seams Size Sq.Ft. Sq. M. Volts Amps ,.:.11y as they will be fabricated. 62"(1575mm) 7.31 .679 ; 120 0.85 may not accurately depict - 0Service Position-Section View Typ. Installation Details-Section View Typ.-Framed Wall Installation Details-Section View Typ.-Brick Wall ITY OF FE Scale:1 1/2"=1'-0" O Scale:1 1/2"=1'-0" 0 Scale:1 1/2"= 1,-0" 1:Figured as sign perimeter COMMUNITY I ELOPMENT 7 of 15 ic)\.Z 01_ _JA p3[ DLS DRIVE THRU) AG 12'-1 0" (3911mm) j TUBE ART GROUP Building Sign E p Seattle Office c A D D3mcgns B 11715 SE 5th Street T=- � Bellevue,WA 98005 r 206.223.1122 first element 800.562.2854 Fax 206.223.1123 OFront View Scale 3/8" = 1'-0" This original artwork is protected under Federal Copyright Laws. Make no reproduction of this design concept without permission 3'-6" 2-0" 3'-0" 4'-0" 5'-6" 3'-0" 2-6" 2-6" 3'-6" from Tube Art Group. (1067mm) (610mm) (914mm) (1219mm) (1676mm) (914mm) (762mm) (762mm) (1067mm) D Du ,c4sSL-TA 7200 ,tomer Number 133589A Starbucks-Federal Way,WA#52055 © LED Detail LEDSFmvideaBE SW Campus Dr&1st Ave S 133589A Scale 3/8" = 1'-0" LUMifcient' House — LED path 0-0 *Each jumper shown indicates 1'-0"(305mm)additional strip of LED's • Brad McKay ** B - Design ID #11394 3"(76mm)Deep channel letter 1"(25mm)Black Trimcap A I July 17,2018 Manufacture and install one (1) set of flush mounted with square head screws channel letters. 3/16"(5mm)White acrylic B I 0 Internally illuminated channel letters to be fabricated from 0.040/3003 aluminum with pre painted White interiors and painted Black polyurethane White LED illumination C ! 4 t exteriors,3"(76mm)deep. Letters backs to be.063 Black&White aluminum pop Disconnect switch I riveted to sidewalls and sealed. �li �' co Faces to be 3/16"(5mm)White acrylic with 1"(25mm)Black Trimcap Class II supply wire o retainer edging. Power supply installed I ' [ IApproved behind wall C ill"MI 0 [ I Approved With Changes Noted O Internallyilluminate letters with Lumificient'"White LED's attached to inside of letter backs. Power with 120v Lumificient"'power supplies. Power to be .063 Aluminum Letter Backs located behind wall. Customer Signature Wall fasteners D 0 Fasten letters flush to wall with required fasteners. l; Date Sign must be approved by the National Electrical Code,Underwriters I Landlord Signature Laboratory.CUL,and all applicable local codes. $p Example Disconnect switch in primary to be within sight of sign(sign includes ceusCOc !f Date power supply enclosure) REF:NEC 110-3[B]600-2,600-4Letter Section View attachment Primary electrical source(1/2"(13mm)conduit minimum)REF:NEC 600-6,600-21 _ © NTS Dints (provided by installer) p 16in(406mm)In-line Illuminated White LED Flush Mounted Letters ;`' TM Size Sq.Ft. Volts Amps #52055 Attachment. SW Campus Drive&1st Ave S 16"(406mm) 17.1 120 0.6max 18 lbs. approximate sign weight(9pieces, 2lbs. ea) Federal Way,WA Secure each piece at 3 places using 1.)Figured as one rectangular area #10 x 2" screws or similar This drawingp ite 2.)Figured as extreme perimeter of copy area pres1'E�1 Y ED Approximate attachment points reasonable representation of the final shown with arrows. manufactured article.Fasteners and seams in materials t e •31!• � ay r evactly as they f 6, J Colors on prints may not accurately depict • cpecifir''CITY OF FEDERAL WAY COMMU�Y DEVELOPMENT 5'-2"n57smm) _3/8"uomm)3 5/8" 3 3/4" 361/2"(mwmm) 3/4" 1-1 5/8"(37mm) �I3/8"ttm) 3 5/8" L A op 3 g CSSDVETHRU> AG (Wmmi .125"(3mm, r(romm,-1- "4i (93mm) 3/8"(,omm) 3081 pF-43 aluminum r r 3/8"typ. • face (t°mm) v 1 TUBE ART GROUP 1 A Applied 3M vinyl- White#3650-10 Building Sign Seattle Office E r DRIVE THRU 0 0 (3mm11715 SE 5th Street A 4 °O m A •125° , Bellevue,WA 98005 aluminum 206.223.1122 L back 800.562.2854 T .4_. O Weather proof second element Fax 206.223.1123 idisconnect switch zzr 6, e ® This original artwork is protected 3/3081 tYP• L 3/8"typ. iii with sealing boot under Federal Copyright Laws. (19mm) 5 6 7 4 Make no reproduction of this Painted Black to match Copy,Chevrons to be routed design concept without permission RAL 7021(satin finish)0 out of aluminum face and UL label 6 from Tube Art Group. backed with.125"(3mm, translucent polycarbonate-white 0 Side View 0 Front View Scale:1"= 1'0" Scale:1"= 1'0" © Side View Cust Scale:1"= 1'-0" Customer Number 133589A Quote Number Design ID #14533 SW Campus Dr&1st Ave S#52055 SW Campus &1st Ave S 133589A l,i- Name 1 o"O.C. 1 Manufacture and install two (2) sin le face backlit House 9 Salesperson r 125r1 1illuminated drive thru cabinet signs. Brad McKay Attachment: '1-0 1/2"(,3mm,wide neoprene Drawn By • • $ gasket around inside 35 lbs. approximate sign weight 0 Cabinet returns to be fabricated from.125"(3mm)aluminum,faces to ,,, _ Secure 4 places using be.125"i3mm)aluminum,painted Black to match RAL 7021M(satin satin E,..:., perimeter of filler ( Checked By ® % 3/8" x 3" hanger bolts or similar top corners finish),with Applied 3M vinyl-White#3650-10 end cap. EL•J • • P •® ® • with#12 x 2" screws or similar in bottom corners July 17,2018 ® ® _.�® Date ® ® r..., D GE MiniMax 7100k LED's Approximate attachment points 0 Arrow Graphics and"DRIVE THRU"copy to be routed out of • ' _l�'r I shown with arrows. aluminum face and backed with 125"0—,translucent polycarbonate- .11_,_____A`I White.Note:all polycarbonate elements to be attached to back of ek Vertical Cross Section View Typical —0 GE GEPS12 60 0 Weather proof aluminum faces with welded studs. Nil Scale:3/4"= 1'-0" power supply disconnect switch 0 Cabinet to be welded aluminum construction with no visible with sealing boot ' fasteners.Fasteners retaining the hinged face will be located on the Revisions bottom such that they are not visible.All fasteners used in [ ]Approved 4" 4„ assembly of internal components shall be coated to prevent I I Approved With Changes Noted corrosion. Internal structure shall be constructed as per approved I• (192mm) I t (,ONm) i 3 5/8" 3 5/8" �a.'r shop drawings. r (93mm) / r (93mm) / Customer Signature Hingable with C (7)#4-40(10"o.c.)Sheet d II. '� © 3/8"n9mm; 0 Graphic elements are internally illuminated using GE Tetra MiniMax continuous , ' metal screws and Lordes dia. E 3/8'homm)dia. grade 5 bolt ; Hilti HLC-HX 7100k LED system or Starbucks approved equal. Led's to be Date piano hinge c adhesive secure hinge to / mounted sign back with self contained °i cabinet return and back. °1.--i--111 -- . f with nut,flat& :: —. . CL sleeve anchor with 9 power supply.All electrical lock washers 1 1/4 components are removable for service. Landlord Signature II(32mm) + embedment Date i1 �' © Attach flush to wall.Anchor fasteners as required for existing wall E E structure.Support structure be constructed as per approved shop _++-- drawings and shall be integral to the sign cabinet. Jai Interior cabinet I i go N 1 N © Sign must meet all regulations in the National Electric Sign Code as well as any local or #52 /backtobeI r state codes.As per NEC 600.6 sign is equipt with a service disconnect switch.Sign / must be listed as an Electrical Sign per Underwriters Laboratories UL48 and/or CSA TM painted white. andbear the appropriateUL,CUL,orCSArelevantcertificationmarks.Primarypowerii , 7s �� by electrical contractor per NEC. SP U u SW Campus Drive e5&1st Ave s �� Ram �I r c@.,,® `� Federal Way,WA fr �, / 'CI, / / RE' Eldr rrrr��nnJJ i11q'1S'RRended to provide a reasonable representation of the final - I DT Illuminated Arrow Series Flush Mounted-RH-62in 1575mm#14533m "f t rr article.Fasteners and seams Size Sq. Ft. Sq. M. Volts Amps AUGu 2e,asu not be represented uy ass ey they wilt be fabricated. Service Position-Section View Typ. Installation Details-Section View Typ.-Framed Wall Installation Details-Section View Typ. 62"(1575mm) 7.31 .679 120 0.85 Colors on prints may not accurately depict . © 0 0 -Brick Wall CITY OF ED�iI�A1,I+tIAY Scale:1 1/2"=1'-0" Scale:1 1/2"= 1'-0" Scale:1 1/2"=1'-0" 1:Figured as sign perimeter COMMUN DEVELOPMENT 7 of 15 Building Sign AG I 12'-10' (3911mm) ^ . Attachment: TUBE ART GROUP E E L B D — 45 lbs. approximate sign weight 10 c in e Seattle Office T ..\ o Secure 4 places maximum 4' oc using 11715 SE 5th Street � � 3/8"x 3" hanger bolt or Bellevue,WA 98005 similar 3/8" anchor depending on facade construction 206.223.1122 12'-81/4"raceway length Approximate attachment points 800.562.2854 Fax 206.223.1123 shown with arrows. OFront View Scale 3/8" = 1' ()' This original artwork is protected under Federal Copyright Laws. Make no reproduction of this design concept without permission from Tube Art Group. 3'-6" 2-0" 3'-0" 4'-0" 5'-6" 3'-0" 2-6" 2-6" 3'-6" (1067mm) (610mm) (914mm) (1219mm) (1676mm) (914mm) (762mm) (762mm) (1067mm) 7200 S -,'ver Number LT] Q 3uCKS 133589A Starbucks-Federal Way,WA452055 SW Campus Dr&1st Ave S 133589A House © LED Detail iEux'r°" e' Brad McKay Scale 3/8" = 1'-0" LUMificienff �— LED path O—o� Each jumper shown indicates 1'-0"(3osmm)additional strip of LED's Design ID #11394 July 17,2D18 Manufacture and install one (1) set of raceway mounted channel letters. 3"(76mm)Deep channel letter Q Internally illuminated channel letters to be fabricated from 0.040/3003 1"(2smm)Black Trimcap aluminum with pre painted White interiors and painted Black polyurethane with square head screws exteriors,3"(76mm)deep.Letters backs to be.063"Black&White aluminum pop- 3/16"(smm)White acrylic B riveted to sidewalls and sealed. 0 Faces to be 3/16"(5mm)White acrylic with 1"(25mm)Black Trimcap White LED illumination C I____ [ ]Approved retainer edging. Wall fasteners p [ ]Approved With Changes Noted O Internally illuminate letters with Lumificient"'White LED's attached to inside Class ll supply wire 111 of letter backs. Power with 120v Lumificient'"power supplies.Power to be Power supply installed Customer Signature located in fabricated aluminum raceway. pp y in raceway C �_ ___ Date Qi Raceway 5"(127mm)x 5"(127mm),is fabricated out of aluminum and painted polyurethane .063 Aluminum Letter Backs finish to match wall/fascia,(TBD).Attach letters to raceway as required. •� L:: '° Signature Fabricated 5(127mm)raceway D Sign must be approved by the National Electrical Code,Underwriters „ e Laboratory,CUL,and all applicable local codes. I� SP U� `® Disconnect switch Disconnect switch in primary to NECwithin sight of sign(sign includes u power supply enclosure) REF: E 110-3[B]600-2,600-4 11! Primary electrical source(1/2"(13mm)conduit minimum)REF:NEC 600-6,600-21 "' ..k. (provided by installer) © Letter Section View 16in(406mm)In-line Illuminated Scale:NTS White LED Raceway Mounted Letters TM 452055 Size Sq.Ft. Volts Amps SW Campus Drive&1st Ave S Federal Way,WA 16"(406mm) 17.1 120 0.6max 1.)Figured as one rectangular area Thr ;r awing is in en e o provide a D 2.)Figured as extreme perimeter of copy area reasonable representation of the final manufactured ar i as enr{{�an in materials maA rs ejnte 8 exactly as they will be fabricated. Colors on ttistatt,pateriy(atgly(igpiWjrAY specific c (�r CLIC P1/{L YY MENT 6 of 15 r/n1 C !Ct. 140- O 7O O E.1, E.2, E.3, E.4 & E.5 - Design ID #14104 2'-7"(767mm) 5 3/16' AG I. 1 r°32x"1 Manufacture and install five (5) double faced backlit illuminated I. 6" 11 7/8" I. 8 7/8" .4 N " • I (152mm) I8 I (3Cm) 1 1 - 1 drive thru cabinet signs. TUBE ART GROUP • r -, °Applied 3M vinyl- 0 Cabinet to be fabricated from.090"(2mm)aluminum, painted Black to match RAL Seattle Office il White#3650-10 7021M(satin finish),with Applied 3M vinyl-White#3650-10 white end caps. 1v1s SE stn Street �' DRIVE m DRIVE �s ( ) pp y p Bellevue,WA 98005 1122 T ra' rr1 .,� , THRU THRU .,��t�� 0 Siren disk to be routed out of aluminum face with routed disk cut-out of 3/8" 800206.562.2854 800.562.2854 3/8"typ (10mm)transparent acrylic-clear(1/8"(3mm)routed ledge with 1/8"(3mm)net push), Fax 206.223.1123 nmm, --= — .. 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 This original artwork is protected t- i surface applied translucent 3M Scotchcal vinyl diffuser film-white#3735-50, under Federal Copyright Laws. 000 0 with an applied overlay of the siren background being translucent 3M Scotchcal Make no reproduction of this design concept without permission vinyl-Holly Green#3630 76. Co •--Opener -Open---Open from Tube Art Group. - es. Arrow Graphics and"DRIVE THRU"copy to be routed out of aluminum face and r — 3",76„,,,, backed with .125"(3mm)translucent acrylic-White#7328. Note:all acrylic M 1°t25mm) elements to be attached to back of aluminum faces with welded studs. Ctsom N nbe r N 4 total 1.Embed 6"min.1/2"AB's 0 Cabinet to be welded aluminum construction with no visible fasteners. A Quote Number 2.Galvanized Fasteners retaining the hinged face will be located on the bottom such that they Quote NStarbucks-Federal Way,WA 152055 L 3.2"of AB exposed are not visible.All fasteners used in assembly of internal components shall be SW Campus Dr&1st Ave S 133589A 3 1/16",76mm,f 1'-5 3/16")437mm) -- .-6 1/8"056.,) coated to prevent corrosion.Internal structure shall be constructed as per File Name --0 0 ___e ___0 b I mm 0(2 ea.side)Embed 6' approved shop drawings. Side View Front View Side View 2'-0"min. 1 minimum 1/2"dia.12" 0 Graphic elements are internally illuminated usingGE Tetra MiniMax 7100k LED Brad House TO into natural long anchor boltsMcKay Scale:3/4"= 1'-0" O Scale:3/4"= 1,-0" ©Scale:3/4"=1-0" 0#3 ties(3 EA.) E grade or system or Starbucks approved equal.Led's to be mounted on an internal baffle I o engineeredl0#3 ties,TYP with self contained power supply.All electrical components are removable for 1/8"aluminum sign face �, #4 verticals(4 EA.) service. Diffuser film .-�© Translucent Holly Green vinyl July 17,2018 3/8"acrylic-clear flame polished edges 0 Support structure to be welded aluminum"C"channel uprights and aluminum ll Diffuser film square tube base,painted Black to match RAL 7021M(satin finish).Support Enlarged Section View .1_ -� 1'6",457mm, structure be constructed as per approved shop drawings and shall be integral to grh INJ Scale:3"=1'-0" the sign cabinet. Base tube to be constructed so that it is retro-fitable to existing 0 Rear View sign foundations.All foundations,existing and new must be analyzed for 0 GE Tetra MiniMax 7100k LEDs Scale:3/4"= 1'-0" suitability and must meet local city and state code regulations. / 0 GE GEPS12-60 power supply \ NOTE:Anchor bolts to be galvanized. 1 1 Escutcheon plate at top 0 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 ' C' Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL,CUL,or CSA [ i Approved • • •7>:1 e, ___�_T f I Approved With Changes Noted �1 relevant certification marks.Primary power by electrical contractor per NEC. 6 © �L .4: t_t• 2 j�j�V SSP"S e.±7i,,, f-b] 11 .:,ntomer Signature \ . il\v Date °Service °Disconnect switch Base Detail Section View r 61/8"neemm) 6"052..) _:,ndlord Signature 0 Disconnect switch- access weather proof with r Scale:1 1/2"= 1'-0" 2"(e1mm)x 5"(127mm)x 3/16"(5mm)flat aluminum bar weather proof with screws sealing boot I Date sealing boot pUL label location r `- Counter sunk screws Inside of leg r 1'(433,,,) 1 r. 3/4"t,emmi x 3/4"„smm)x 2"is,mm)x 1/8",3mm)angle aluminum clips �1�i Electrical conduit° I. 4" i 0 Cover opening for electrical to I1i 3",76mm)x 6"n5Zmm)x 3/16"(smm)aluminum base tube. ©1 1/2",36mm)dia.hole for electrical conduit M -0 CS 3"t76mm,x 1 3/4",44mm,Imes T - 1 - =,� (1 Conduit MAX) L II �j� 090"(Zmm)aluminum escutcheon plate aluminum channel r O CS 3"(76mm)x 1 3/4",44mm,,5010s 1/2„3mm, Tr4 0 Electrical Unction box Counter sunk screws I - - v rin, � aluminum channel O Base Detail-Section View #52055 +m+r��nn �rl Scale:3"= 1'-0° SW Campus Drive&1st Ave S °oJ- - L ' _„ • 1 0 Red line indicates the pattern of the Federal Way,WA L escutcheon plate at top showing how DT Directional Illuminated Arrow Series-46in 1170mm#14104 RECEI D plate slots into"C"channel uprights. , 0 Vertical Cross Section View Typical 0 Service Position-Section View 0 Base Detail-Section View Size Sq.Ft.1 Sq.Ft.2 Volts Amps drawing p intended to provide a VP 46"(1170mm) 3.22 9.90 120 0.85 l AUG a,uf a to d article.Fon of the final Scale:3/4"=1'0" Scale:3/4"= 1'0" Scale:1 1/2"= 1'0" HIJU ufactured article.Fasteners and seams F 6/8"0.,dia.hole(s)for 1/2"p3mm)anchor bolts — -- 2 3 0l naterials may not be represented _ :nactly as they will be fabricated. Footings may vary due to site specific soil conditions and frost penetration. q( n prints may not accurately depict The information provided on the pole and sign footings herein are subject CITY OF FEDEr ' 9l r:, to approval by the City and/er Municipality. COMMUNITY DEV 0 M i�P --- 8 of 15 17rIA/ lot, (40. O0cC1,� ' 2'-1"(635w,) 5 3/16" 2-1"(635mm) ....:.- - r 1 r(,32mm,l r 1 AG a1/ " 1'-2 5/8 21/2" 1013/16 815/16 (89mm (37,—) I ' ' (P.m)I. 1, (275mm) Ir (227mm) 1 • r r E E.6 Design ID #14091 TUBE ART GROUP - THANK Er + 1_ EXIT Seattle Office �., m c'','- X 1171SE 5th Street YOU ;L rL ONLY Manufacture and install one (1) double faced backlit illuminated Bellevue,WA 98005 E drive thru cabinet signs. 206.223.1122 3/8"typ. 800.562.2854 (10mm) _ 4— eJ OJ Fax 206.223.1123 0 Cabinet to be fabricated from.090"(2mm)aluminum,painted Black to match RAL 7021M(satin finish).0 4) ,-..1 0 ED This original artwork is protected e0 under Federal Copyright Laws. 0 "THANK YOU"and"EXIT ONLY"copy to be routed out of aluminum face and Make no reproduction of this g Open--- ---Open backed with.125"(3mm)translucent acrylic-White#7328.Note:all acrylic design concept without permission to elements to be attached to back of aluminum faces with welded studs. from Tube Art Group. m1'-5 3/16"i437mr,. N 1"(25mm) O Cabinet to be welded aluminum construction with no visible fasteners. Fasteners retaining the face will be located on the bottom such that they 7200 Cdstomer Number are not visible.All fasteners used in assembly of internal components shall be coated to prevent corrosion.Internal structure shall be constructed as per 133589A -31/16",,amm,F approved shop drawings. Starbucks-Federal Way,WA#52055 1'-5 3/16"(,37mm) —� X 6 1/8'ns6mm, ,--- r -� pus Dr&1st Ave S 133589A __0 _0 b p m c(2 ea.side)Embed 6" 0 Graphic elements are internally illuminated using GE Tetra MiniMax 7100k LED I NEIN minimum 1/2"dia.12" system or Starbucks approved equal.Led's to be mounted on an internal House 2'-0"min. long anchor bolts .063"(2mm)aluminum baffle with self containedpower supply.All electrical Side View Front View Side View into natural PP Y • c#3ties(3EA.) Scale:3/4"=1.-0" O Scale:3/4"=1'0" Scale:3/4"= 1'-0" g grade or components are removable for service. Brad McKay engineered o fill c#3 ties,TYP NI --O#4 verticals(4 EA.) 0 Support structure to be welded aluminum"C"channel uprights and aluminum ** square tube base,painted Black to match RAL 7021M(satin finish).Support structure be constructed as per approved shop drawings and shall be integral to July 17,2018 the sign cabinet.Base tube to be constructed so that it is retro-fitable to existing -- 1'-6"l4smm, sign foundations.All foundations,existing and new must be analyzed for O Rear View suitability and must meet local city and state code regulations. Disconnect switch 0 GE GEPS12-60 power supplyt Scale:3/4"=1'0" weather proof with Nut zert \ Or must meet all regulations in the National Electric Sign Code as well as any local or state codes. sealing boot 0 GE Tetra\ / 8 32 flat head \ NOTE:Anchor bolts to be galvanized. As per NEC 600.6 sign is equipt with a service disconnect switch.Sign must be listed as an Electrical MiniMax 7100k LEDs ; Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL,CUL,or CSA Escutcheon plate at top relevant certification marks.Primary power by electrical contractor per NEC. SP CIO •,.,, ,,, 6 1/8"usenen - ® __ r c i n.�:%.l .! E' tT 6"(,52mm) I Approved With Changes Noted ` ihr 2"5,mm,x 5"(127mm x 3/16'5mm)flat aluminum bar �-n ----- + r ' r .: Customer Signature rall.11111-11 Counter sunk screws I. 3/4"n9mm)x 3/4"user x 2"t5ien,x 1/8",3mm)an le aluminum cli s Date OService access,screws ODisconnect switch- Q Base Detail-Section View 9 Pweather proof with Scale:1 1/2"= 1'0" — 3"(76mm)x 6"(152mm)x 3/16"(5mm)aluminum base tube. Landlord Signature sealing boot pUL label location L II j\ .090"(2mm)aluminum escutcheon plate Dale Inside of leg r 1'(47mm) 1 1/2"p3mm) .37mm) Counter sunk screws "-0 CS 3",76mm)x 1 3/4"(44mm„fiats" Electrical conduitO I.. 4" 0 Cover opening for electrical O Base Detail-Section View + aluminum channel Scale:3"= 1'-0" J�Yi O 1 1/2"(36mm)dia.hole for electrical conduit /kr- r -5— _ - - - _ - --- I.— T' l' L E refry 0 CS 3"p6mm,x 1 3/4",4,mm,,soas 0 Electrical junction box -_-_ __ aluminum channel TM 1-�* , M� • 1 O Red line indicates the pattern of the #52055 •�j DT Directional Exit Sign Illuminated Arrow Series-46in 1170mm#14091 SW Campus Drive&1st Ave S I r=� I L L — escutcheon plate at top showing how Federal Way,WA plate slots into"C"channel uprights. Size Sq.Ft.1 Sq.Ft., Volts Amps © Vertical Cross Section View Typical Service Position-Section View O Base Detail-Section View 46"(1170mm) 2.60 7.99 120 0.85 Scale:3/4"=1'-0" r Scale:3/4"= 1'-0" Scale:1 1/2"= 1'-0" RECE( intenn, provide a 0 5/8"o6mm)dia.hole(s)for 1/2"03mm,anchor bolts 1:Figured as illuminated center part reasonable representation of the final 2:Figured as complete signage manufactured article.Fasteners and seams fia''may not he represented Footings may vary due to site specific sail conditions and frost penetration. AUG 2 3 Zaier y as they will be fabricated. - The information provided on the pole and sign footings herein are subject 1,-s on prints may not accurately depict to approval by the City and/or Municipality. J CITY OF FEDE"' pWAOyblors. COMMUNITY DEV LOPMEN I 9 of 15 9'-0"(2743mm) 1 I. c c 3"(73mm) �I f7•-- - ��//)D (_//1� 0 b0 (. ( 2„) .Y"I�Q2mm) 3'-2n(9fi5mm) I♦ J'_Vn11676mm) r176r,-, r 1 )/)( 1 TC i / . i�. IN I• tL��FF�� r ♦ –T 8"1203mm) 4"(,a2mm, r o E -i N—M5"r,27mm) ,�1 1/2"13amm, E 3'X4"X5/16"(73mm41a2mm=amm) TUBE ART GROUP • r 3'-6" I o steel tube cross bar T 2". (1067mm)nc. = horizontal tube rj�r 1 _ 3/4"(,amm,steel base plate Seattle Office i5,mm, Varies _ /v "` 11715 SE 5th Street 7/8"(mmm,x 2 3/4"o°m,x 30*radius Bellevue,WA 98005 5" r K-X° CLEARANCE 0 Tab to 3/8"Thick Steel mounting slot for 3/4"pamm)anchor bolts. 206.223.1122 „27mm,,— _- p NITAB-Weld to TOP of 800.562.2854 Tube 3/16"r 3'x 4"x 5/16"(73mm=,a2mm"amm, Placard(2 REQ'D)Paint to match Fax Fax 206.223.1123 '� 1K.. tube/cross bar. % A steel tube vertical support tube L �� Type 304 S.S.Thimble for E r This original artwork is protected 5"x 2"nz7mm=sma, 3/16"wire rope Typ.(do not paint) _m 3/16"(smml under Federal Copyright Laws. Pre-space vinyl aluminum tube,painted -s- I Type 304 SS oval T O Base Plate Enlarged Detail Make no reproduction of this legends to be green to match "- compression sleeve Scale:1 1/2"= 1'-0" design concept without permission applied onsite PMS 369c(satin finish) y z Ti from Tube Art Group. as needed °' 3/16".5••,,dia.type c. E 316 SS wire rope E (7 x 19 strand core) 7200 .4- ---- Customer Number �,_��;i 3/wire rope 31) SS E.7 Design ID #14106 rope clip.(2)SS nylon 133589A locknuts per clip quote Number E Tab to Manufacture and install one (1) single faced Starbucks-Federal Way,WA#52055 a Tube 3/16"T ^ LII Type 304 S.S.Thimble for non-illuminated drive thru clearance bar sign. SW Campus Dr&1st Ave S 133589A io 3/16"wire rope Typ.(do not paint) g 0 Scraper Bar to be 2"15,mm,x 5"027,-)x 3/16;5mm)aluminum rectangular tube,ends House Eo 3/8"Thick Steel mounting TAB-Weld to TOP of to be flush capped with aluminum,painted Green to match PMS 369c(satin Salesperson Placard(2 REQ'D)paint to match tube. finish). Brad McKay E Lr,1.V"By 2"x 5"x 3/16"(5,mmx127mm.5mm) Q Copy to be opaque 3M Scotchlite White#680-10 reflective film(field apply). ** Er) steel rectangular tube placard. Checked By —3"x 4"x 5/16"(73mm5102mm=8mm) 0 Chevrons to be opaque 3M Scotchlite White#680-10 reflective film. steel tube painted black NOTE:Clearance Bar height may require July 17,2018 to match RAL 7021 M Qi adjustment to accommodate curb Striping to be opaque 3M Scotchlite White#680-10 reflective film.Striping and/or foundation height.Manufacture extends 3/8"n°mm,onto front face. to provide(2)2'-6"(762mm)cable © Section View lengths for such adjustments. Scale:3"= 1'-0" © Suspend sign face from support arm with 3/16"s.s.cable and attachment hardware. 1"(26mm) rt I ' —ttttttttt■ © Side View- I 1 1/2" I I3/8 I Q Supubepconstruction,ort structure tpaint d Blao be ck to3match RAL 7021 M(satin finish).Support Scale:1/2"= 1'-0" 0 3/4" structure be constructed as per roved shopdrawings and shall be retro • Q(4)3/4"n°mm„x 36".9,..•„) 1.3/4"Anchor bolts PP 9 A36 steel anchor bolts 2.Galvanized :r T fittable to existing sign foundations.All foundations,existing and new must [ I Approved CM 3.4"of AB's exposed r r be analyzed for suitability and must meet local city and state code [ I Approved With Changes Noted Q(6)#4 bars on a .– 0 cregulations. 11"pattern with — I (6)#3 sturrups NOTE:Cables length provided to accommodate a clearance height as low Customer Signature bWelded Tab Section View as a T-0",along with a sheet of clearance heights ranging from 7'-0"to @ 4",,e2-)O.C.o.c.@ to c then 10"o.c.there after Half Scale the maximum height of 9'-0".(Sign installer to confirm and apply height Date zo restriction in the field during the installation of the clearance bar) 3"Min.Conc.cover Landlord Signature Do not weld rebar r 5._6.0676mq Date 41 0.33 cubic yards of 3'-6"(1067mm) DT Clearance Bar Arrow Series concrete Freestanding-10'-3"3124mm#14106 a -rncluded Extra Pre-Space Legend *"- , 8 6 CLEARANCE Nik= Imperial Metric (//[ 35'clear L 3/8"j1 2' 1- T-0"1. 1'6"ta57mm, 1 in"... O Il coo B D 00 TM a "°mm' l°°") A Painted green to match 2- T-6" 2.28m O oo r0 3"stirrup o Placard Graphic Details-Front View PMS 369c(satin finish) #52055 hook typical ' Scale:1"= 1'-0" 1- 8'-0" 2.44m o 0 SW CaFederalmpus rWay,WA st Ave S Copy,Chevrons,and striping n0 Ou0 Front View Plan View to be opaque 3M Scotchlite 2- 8'6" 2.59m �J O Scale:1/2"=1'0" 0 Scale:1/2"= 1'0" White#680-10 reflective film 1- 9'-0" 2.74m DT Clearance �t11_ `,/E l`/ , 1 drawing is intended to provide a 5'-6"(1676mm) Scale:1"= 1'-D v 14lrsonable representation of the final _ manufactured article.Fasteners and seams —_-- 2"typ.(stmm,r 'I' I 2"typ.(51mm) Size Sq. Ft. in materials may not be represented Footings may vary due to site specific soil conditions and frost penetration. 3 exactly as they will be fabricated. The information provided on the pole and sign footings herein are subject �"E ►""""""`�" , „ Colors on prints may not accurately depict to approval by the City and/or Municipality. 1 10-3 (3124mm) 2.29 Painted green to match perifi°unions. 0 Placard Graphic Details-Bottom View PMS 369c(satin finish) CITY OF FEDE'• WAY Scale:1"= 1'-0" 1.)Figured as visual text COMMUNITY DEVEL4IPMENT 10 of 15 E.7 continued p.l,_:•. Manufacture and install one (1) baseplate cover for one (1) existing AG _ Drive Thru Clearance Bar l :. 1r ' z TUBE ART GROUP Seattle Office 11715 SE 5th Street Bellevue,WA 98005 o Jr :J 1/2'2 [216] 00 206.223.1122 800.562.2854 {`----�-- Fax 206.223.1123 yr XV/ .4.tsa(4afs i z f bricated .080'a1urntiaum-2 piece i_.. mer- paint to match Starbucks I This rotected {:/ 'f I I under Federal Copyright Laws. 44 r-- -� Qia�l 8.0.1 «l2 n j4 �- � j I I Make no reproduction of this I— aJ L-- --J I design concept without permission from Tube Art Group. I I .." " I I 7200 .''y. I Cnctnmer Number ,r r I 133589A 4Quote Number Starbucks-Federal Way,WA#52055 rrt+ I SW Campus Or&1st Ave S 133589A +�,"x 3'x1/4" II ' File Name Steel Tube ,3-1/16'x 4 1,�16' (Hole with House 1/2 rad L1S cornets iMop Salesperson 01 base c 00g7 Brad McKay WPlan View(Baseplate Cover) Elevation View(Front Section) Dr. Scale:NTS © Scale: NTS •* Checked By July 17,2018 Date tabs added to screw S.S. Hate iced base plate covers together / 8 1/2" [216] -r tread rolling screw 1f Tom, I . r (1 per dip r q ) I fr; �ns 11 I F � I � 1'x 1'x 1/8"A Wm aI gie cif1'long-attach toIturlr wr p [ 1 Approved _- = [ I Approved With Changes Noted �- i �` � I L 3$seliiliragsdew (2 rqa) _�-�`� =� `' I -1( -•- Customer Signature ‹,,..111171:1jll �. t� I.- 0.2 I i--.---------------- Date • yrs''_--� J #8 J.5'S.9ei1-drilling Landlord Signature �y I X `� `" st, 'N(1 per cliprely Date �✓ .. I -,� 93.4ILSE OMER WILL 8E w nem MIS THAT SCREWTO EACH oma OVER TOP OF I BASE PLAT \ I ,� x r ` `�, 0 Side Detail r,, • I tt F Scale: NTS #52055 --,,.,� SW Campus Drive&1st Ave S �� Federal Way,WA ' 4 RE`,/E 1 E r ing is intended to provide# � reasonable representation of the final manufactured article.Fasteners and seams 2 renals may not be represented 3D ie NTS AUG 2 1y as they will be fabricated. Colors on prints may not accurately depict ' CITY OF FEDE"• -�rinr, COMMUNITY DEV LOPMENfI1 of 15 .E.8 CUSTOM Design ID #14119 - 5 Panel Menu Board E.9 CUSTOM Design ID #14120 - Pre Menu Board • %t LX ni rr ?n c3 C Manufactured by others, installed by O'Sage Signs Manufactured by others, installed by O'Sage Signs AG - TUBE ART GROUP " 96 1/2" Seattle Office 11715 SE 5th Street -.. Bellevue,WA 98005 Co awl #111; A o. o------ 0 - ---- o ---- 16 I 206.223.1122 aQ � o o 800.562.2854 �o e -- Fax 206.223.1123 m h� This original artwork is protected `r° ELM!?ems under Federal Copyright Laws. 108" N Make no reproduction of this design concept without permission Plan Section View Plan Section View from Tube Art Group. © Scale:3/8" = 1'-0" 'Scale:3/8" = 1'-0" 35 5/8"Halo 7200 Customer Number 30 1/8"Case — 2 3/4"Halo 6 3/4" 1.3/4"Anchor Bolts 133589A 2.Galvanized 25 3/8" d2 3/8" I 3'-01/8" 3.4"of AB exposed. ' Number Lens Opening Face Frame 5" Starbucks-Federal Way,WA#52055 2 3/4"Halo 2'-6 5/8" 6 3/4"�6" 3/4"diameter x 24"long SW Campus Dr&1st Ave S 133589A \J— /_ i + :7l I —2 3/8"Face I W 2'-1 3/8" u 3/4 Finished grade anchor bolts W b II (F1554 grade 36,4 each) douse N / Ill 2 4„= I aaaal a! y fjj- -peach) Brad McKay Q x co E n 2-1 1/8"v.o. .. 2 ° #3 ties = dico —o / " ? °' co • c co ll i ti ou pJuly172018 z c3 ties,tyP• p ch J 1111 O co Z F"s v co . � = N e , at 12"O.O. co 251/4" M it m o n Cr `o. x Graphic Width lite?�■ o / \ '4 o MEINIIIMEMAII 4 5/8" a E o a ► t6n r rr III #5 verticals 36 7/8" " Street Curb (,I 14 1/2" y „ 6, v (6 each) t I 7 15/8"-r__}=--, -a 2'-0"Diameter OFront View-5 Panel Menu Board Section View Front View-Pre menu Board Section View Footing Details [ 1 Approved Scale:3/8" = 1'-0" © Scale:3/8" = 1'-0" O Scale:3/8" = 1'-0" © Scale:3/8" = 1'-0" © Scale:3/8" = 1'-0" [ 1 Approved With Changes Noted 3/4"diameter x 24"long NOTE:G.C.to verify if existing footing Menu bottom plate outline Finished grade anchor bolts Menu bottom plate outline (F1554 grade 36,4 each) can be used in lieu of new footing(typ.) Customer Signature at all footings 1.3/4"Anchor Bolts �Pr..I NOTE:Anchor bolts to be galvanized. Date 2.Galvanized i:: #3 ties 3.4"of AB exposed. 3 each) :::i0stnbture TO m kill 3/4"conduit for 120v AC(center in footing) E o III ##3 ties,typ. 12"O.C. liiil 3/4"conduit for 120v AC(center in footing) `*' d Er;R f cr CA NOTE:G.C.to verify if existing footing can be used in lieu of new footing I® #5 verticals NOTE:G.C.to verify if existing footing can be used in lieu of new tooting TM Base&FootingSection (6 each) Base&FootingSection #52055 SW Campus FederalDrive Wa , 1st Ave 5 Scale:3/8" = 1'-0" ©Scale:3/8" = 1'-0" 2'-0"Diameter - Footings may vary due to site specific soil conditions and frost penetration. Footings may vary due to site specific soil conditions and frost penetration. ' The information provided on the pole and sign footings herein are subject i The information provided on the pole and sign footings herein are subjectm ECEfV „tended provide a to approval by the City and/or Municipality. Footing Details to approval by the City and/or Municipality. name representation of the final j __ _ __ _ _ manufactured article.Fasteners and seams Scale:3/8" = 1'-0" in materials may not he represented AUG 23 2 laxactly as they will be fabricated. NOTE:G.C.to verify if existing footing Colors on prints may not accurately depict - can be used in lieu of new footing(typ.) specific colors. at all footings Y COMMUNITY DEVEL4 PMEN 12 of 15 NOTE:Anchor bolts to be galvanized. 2'-6"diameter ,?K D 4 '� 1 3"cover 1 r `� ��0 E.10 Design ID #14163 & #14116 - Digital Order Screen & post Manufactured by others, installed by O'Sage Signs / Concrete foundation C12) AG 3/4"diameter A307 anchor bolts 7'-6"Roof Panels&Support Frame TUBE ART GROUP • #3-Header Channel NOTE:Anchor bolts to be galvanized. I\ #3 ties,10"c/c(3 in top 5 inches) 1'-3" 4 71/8" " (6)No.5 bars Seattle Office r r / 11715 SE 5th Street erg. �» Bellevue,WA 98005 i:L�rc`•'t�4? 4'-4 3/8"D.U. 206.223.1122 ��```' Li iii iii O Footing Plan View #4-Roof Panels %':. +'�1 « <<, 1'-31/2" 1-01/2" �--1 3/8" 800.562.2854 ———— L`:i+�,i%j.'� B 7/8" 3/4�, Scale:3/8" = 1'-0" Fax 206.223.1123 I ———— —� r-Gil`.+" 1"X 21/4"Ovals t air is Vit•a•- I #4-Roof Panels—\ Y"% as,'O zzt / ® 1 7/8" _ - 2-10 This original artwork is protected 44t4c*`., o; 1 6" ,�, 1 1 y - 2'-33/4„ I 81/2" 4" under Federal Copyright Laws. 1.,[ ---�- _�'—_1 �'^ - 7/8 --► i 6" — ry .1,-, ..,f 1 .. — Make no reproduction of this i,�"�y.,•>•y�ie �� I 2,-0„ a Ni - design concept without permission I #4-Roof Panels { -\ r t�f4}; (4\_ Cut-outs from Tube Art Group. .yi Y.!'ic t:!srlii:'" _; 7" #2-Steel Posts 5/ #1-Steel Base Plates ii/3 w• Mic&Camera 7200 u = , #5-Roof Frame = n ri o p 13ztomer Numher ©Top View 0 Detailed Base&Footing section Scale:3/8 1-0' Scale:3/8" 1-0 -. 3589A lic( Starbucks-Federal Way,WA#52055 .11: 3'-3 3/4" w Campus Dr&1st Ave S 133589A 4'-5 1/2"O.A. .. SW 4'-01/8"Roof #3-Header Channel—N. 2-2 3/4 #3-Roof Panels #3-Header Channeltyp. 'O Nouse 3=1/:2'1 NIS. Salesperson #5-Roof Frame Brad McKay #7-Steel Frame I ( -� v`." Speaker . �� I #7-Steel Frame v /�r� Checked By #2-Steel Posts #7-Steel Frame I ©Outdoor LCD Display Gib( "q' O Front View-LCD Display 0 Section View-LCD Display 5'-101/2" I Scale: No Scale in 0� � cale:3/8" = 1,-0,, Scale:3/8" = 1' 0" July 17.2016 I #11-LED Floodlight W #11-LED Floodlight #6-Monitor Support Frame Li_ ti _ _ Pill11 u } I=�� cy a, I I tl•�..z..*:,-.,, rfi- y #8-Acrylic Letters I w l4 �'� [ l Approved 1 O° [ ]Approved With Changes Noted 1 L II r J If . . } II .4l' St T sc3'. 1 0 • a, 1 4 ='+ t.+-. Customer Signature cr U m 1 4 xt ! Date 13/16" . i °I ., to ,, #10-Electric Enclosure A L �setbacki 1 I I . Landlord Signature r f #9 Base .L _. ` , ti Date I I — covers I ., -r:. f - .., - �� r�"'=y #9-Base Cover �� -"r ' - '.r�F " �� 3/4"diameter,36"length A307 anchor bolts 41,_ 4'-7 5/8" "I I ...I IMI 1/4"plate,3"x 3" I ` 1I CI - Heavy hex nut i ( TM II ��Concrete foundation a - ''.11,`:•1 ,. Drive Footings may vary due to site specific soil conditions and frost penetration. A T 4 f - ' , SW Campus Drive&1st Ave S I IThe information provided on the pole and sign footings herein are subject .,_ s " Federal way,WA I I (6)#5 bars ity. '�` tric 41b- vs - 0. d ,,,,',.,,,,,t1; to approval by the City and/or Municipal L #3 ties,10'c/c ) ~� -+` , �_� - (3 in top 5 inches) II I .. ---7 IT.] ,4 �y�_yj ler s intended to fprovide a • ' EC E I D„'representation of the final 11 1.3/4"Anchor bolts Example photos of canopy and order screen manufactured article.Fasteners and seams 2.Galvanized O materials may not be represented Undisturbed soil 3.4"of AB's exposed Scale: No Scale AUG 2 3 Zplyated. u sonas printstheywill maybe not fabricaccurately depict 2'-6"Diameter ,s,colors. oSide View-DT Order Point Canopy © Front View-DT Order Point Canopy CITY OF FEDE"• WAY Scale:3/8" = 1'-0" Scale:3/8" = 1'-0" COMMUNITY DEV LOPMEN-13 of 15 E.10 Continued AG Design ID #14163 & #14116 - Digital Order Screen & post Manufactured by others, installed by O'Sage Signs TUBE ART GROUP Seattle Office 11715 SE 5th Sweet Bellevue,WA 98005 • Mounting the DCB Adjacent to the Canopy (DID 14163) 206.223.1122 - 800.562.2854 �ii, Fax 206.223.1123 Starbucks standard is to strut mount the DCB on struts installed adjacent to the rear of the canopy (photo on This original artwork is protected ""a' - left), but it may also be attached to the mesh of the canopy using struts(photo on right). r .,, ...,, under Federal Copyright Laws. i"' ( Make no reproduction of this The mounting height of the DCB is critical; it must be mounted no less than 1' 6'+ - -r design concept without permission •�� e f from Tube Art Group. ro, a x t • :� " i,pt 7200 P ., r- - - _ t • y Customer Number II k "r 9 4E4 4 l 133589A x I NI Quo NI w .. - -� _ >nn, s' - .8 Starbucks-Federal WaY,WA#52055 "- "'� Ilia .. ..,• e 'y.,.. IP .. SWrCampus eDr&11st Ave S 133589A r-- y File Na' — - Cir... R,.. t it jI 4 ,�.a R)'i' i,. . PON '4*x / r j House i 114'111110%r '� j _.— Salesperson • 11100,441410 *s, o • a j Brad McKay l a + ` ,., + Drawn By `1 a \ s ., F } : � Checked By ` July 17,2018 y ,. a, -.- Date i ► ' a 1rC ++ 1= s, T� a' E 11 Revislo?. CONTROL 004FASIENED [ I Approved F4 PRAME 0 _ — t'Cr94 4NISTHUr FRAME [ I Approved With Changes Noted _.• I 0,14C44010 TO FTG C CINIXAT*ST).ShATER14Ivr .. _.._. :mow eons swat ,/ COUPLING PEN eacnitCa& \, Customer Signature I u ROUTt003Pn IUCw — , 'Ilk r• 4-71/8 1,IPTYIRQ1pM 0- Date seltSet coe44005 I;r 3/8" .• ,o. -4 O.C. s+R Landlord Signature 1'-01/2" 1 3/8" I Date 3/4" line vol low volt " I : k_i iblikr l .. ___F-i • , 2-1/'" L° ( r °O tt\ A � kDrive r - 7 DTE- DOS CONTROL BOX AT CANOPY SW Campus Drive&1st Ave S • • r{- Federal Way,WA 7" #1 -Steel Base Plates Note: Sign installer responsible for mounting DCB to backside of canopy. General Contractor P�/1, intended to provide R F( _ [ o l r presentation of the final 4 5/8" connects power and pulls data cable. L••�J manufactured article.Fasteners and seams in materials may not be represented AUG 2 3 eC they will be fabricated. prints may not accurately depict ,peclfic colors. CITY OF FE,EFtAL WAY COMMUNITY I EVELOPME411115 E.10 Continued AG Design ID #14163 & #14116 - Digital Order Screen & post Manufactured by others, installed by O'Sage Signs - - TUBE ART GROUP Seattle Office 11715 SE Sth Street Bellevue,WA 98005 206.223.1122 800.562.2854 Fax 206.223.1123 2 1/2" Between back of bolts and front of condiuts 55 This original artwork is protected Plates 118 under Federal Copyright Laws. ; Make no reproduction of this i _ ___ � _ design concept without permission 52 3/8.. from Tube Art Group. 12 112" y 27 X18" — Plate 151/2" UNE L+C)W VOLT/ 1`` 00 , VOLT t DETECTEC 1 OR LOOP 7 133589A / r f� �N ane Starbucks-Federal Way,WA#52055 'h� - - - - •f - - - - - - SW Campus Dr&1st Ave S 133589A '• " ill , • File Name J - t / ' 0 ti.,, \ 1.._ ti House - Salesperson f / Brad McKay I I f ir 1r - ` CteL,<ed 8y a July 17,2016 ( . c,•) .71 tV r / f V i" I' ems0- 0 ` in f.,1en I i. t�/ Iv V/ \\\\\,, ) [ 1 Approved Itt I 1 Approved With Changes Noted r f �r el 1] Bolt pattern set ti—c t al Y Customer Signature on I9' d!e `^...�. 1 3'-7 118" N. v .n Date -..,." Vj�"-- .f r- 42 0 Landlord Signature — 4 5/8" -- C v C f _ — _ _ . ._. . ____. . ._._. . __ _. - _ _ _ . ___ ._ . __. O Date 0 r Between Footings 10" rJittf c ca o Curb Footing CL to CL 40" Curb U I413 A TM _-- --- #52055 C SW Campus Drive&1st Ave S VFederal Way,WA • T drawing is intended to pro RECEIV E anable representation of the final .manufactured article.Fasteners and seams In materials may not be represented 3 21 rattly as they will be fabricated. olors on prints may not accurately depict AUGv rpecific colors. CITY OF FERE '` rip,•' COMMUNITY DEVE`OP" Eton 15 of 15