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HomeMy WebLinkAboutCOM2015-00036 Final Replace Signs - COM Permit / Conditions - 5/19/2015 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT 1115pecuun une t ou�4ci-icoc o� Sao Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar Shelton, WA 98584 � 1854 COMMERCIAL BUILDING PERMIT COM2015-00036 OWNER: STARBUCKS RECEIVED: 2/17/2015 CONTRACTOR: ICONN IDENTITY SOLUTIONS INC jhedlund@iconid.com LICENSE: ICONIIS856CL EXP: ISSUED: 4/17/2015 SITE ADDRESS: 23965 NE STATE ROUTE 3 BELFAIR EXPIRES: 10/17/201..F PARCEL NUMBER: 123294190024 LEGAL DESCRIPTION: TR 2-13 OF NE SE LOT: 4 OF SP#2929 SURVEY 31/197-199 PROJECT DESCRIPTION: DIRECTIONS TO SITE: REFACE TENANT PANEL ON EXISTING GROUND SIGN, STARBUCKS BELFAIR REPLACE DIRECTIONAL SIGNS AT DRIVE THRU, REPLACE MENU BOARD AND PRE-MENU BOARD, REPLACE CLEARANCE BAR AND DIGITAL ORDER SCREEN WITH General Information Construction&Occupancy Information Type of Use: ESPRESSO STAN Insp.Area: No. of Units: Type of Constr.: Type of Work: ALT Fire Dist.: 2 No. of Bathrooms: Occ. Group: Valuation: No. of Stories: Exit Design. Load: Building Height: Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: Model: Width: Building: Year: Serial No.: Basement: Parking Spaces: Setback Information Shoreline& Planning Information Front: Ft. Shoreline: Ft. Rear: Ft. Slope: Ft. Water Body: Shoreline Desig.: Not Applicable Side 1: Ft. SEPA?: Comp. Plan Desig.: Urban Growth Area Side 2: Ft. Fire Protection System Information Auto Fire Alarm System?: Emergency Key Box?: Standpipe?: Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?: Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?: COM2015-00036 Please refer to the following pages for conditions of this permit. Page 1 of 3 Plumbing Fixtures Mechanical Fixtures FEES Type Qty., Type Qty. Type a Date Amount Receipt Planning Review Fee (Um q(wanm- avkn on sggni-snn Plan Check Fee .IRN AIiF/9MA Res no IggnlFnn Building Permit Fee iRN Afls roM+. aiel nn ,;99msnn Building State Fee IRN eiir'nni.r sd Fn sg7m�,nn Total $548.50 CASE NOTES FOR COM2015-00036 CONDITIONS FOR COM2015-00036 1) Signage proposed for this land tine shall comply with the dimensional standards presented in Mason County Code M.C.0 17.03.200 to 17 03,203 gene711y or in PelfairA ? %. 1r7,;34.010 to 17.34.180. xie 2) All c nstruction and demolition debris must be removed from the site area after project completion. ProperLposal. f ccnct ti ebris must be on and in such a manner that debris cannot enter or cause water quality degradation of State waters. X! u 3) Application acknowledges th the structure is only permitted for a use consistent with the current zoning the parcel. Zoning is General Corp ercial ( C)z t X 4) All "roperty fines shall be clearly identified at the time of foundation inspection.X OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permittapplication becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERj IT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. y' nature Date 4 Of\ Y OWNER - REPRESENTATIVE CONTRA Print Name (Circle one to indlcate) CUM2015-00036 Page 2 of 3 0 O Cl) � CONCRETE MECHANICAL MANUFACTURED HOME y 0 cn Footings/Setbacks Gas Piping Date By Ribbons W o C o Interior Date By interior-Date BY Dates Dy n W Exterior Date S/2,1� BY Ls!xL— Exterior-Date B _._. X Set-up cf) Point Load/Isolated Footings INSULATION Date F3ti BG t SLAB INSULATION Date By Data By FIRE DEPARTMENT Foundation Milt Floors Date By Date By Data By DECKS FRAMING Walls Date By Date By Data By PROPANE TANKS PLUMBING Vault Date By Date By OTHER Groundwork Attic Date B„ Date By Type-le' Date By O-W. DRYWALL ate n V Int.Brace Wail 0 Date y Date B Date By ic Water Line Fine Seperation Y FINAL INSP CTI c Date By Date By Date S `� `— By 0 Pass or Request Inspect. w Typo of Insp. Fail Date Data Done By Comments i i Sv cn cu w 0 w #411 LMASON COUNTY Permit No. YY12v1 J-0003C�DEPARTMENT-OFBUILDING•PLANNING•FIRE MARSHAL (360)427-9670 Shelton ext.352 htta/Iwww co mason wa u lcommunity devl (360)275-4467 I ellair ext.352 426 W Cedar Street,Shelton WA 98584 (360)482-5269 Elma ext.352 t (� BUILDING BUILDING PERMIT APPLICATION - PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: UAA NAME: STARBUCKS NAME: ARCHITECTURAL GRAPHICS INC MAILING ADDRESS: PO BOX34442 _ MAI1 ING ADDRESS: 2655 INTERNATIONAL PARKWAY CITY: SEATTLE STATE:WA /11' 98124 ('('I'\' VIRGINIA BEACH STATE: VA %IP: 23452 PHONE.:4252843040 C E.I.L: 111-10NI_:757.427-1900 CELL:704.791.9789 EMAIL:_ EMAIL: snerri¢�ladvantage�ennits>com 1.&I REG„'ARCHIG981 BW EXII. 1 ;21 2015 CONTACT: OWNER FE CONTRACTOR- BELOW x NAMF: SHERRI HARTSELL MAILING ADDRESS: 414 RUSSELLST CITY: KANNAPOLIS _STATE: NC %IP: 28083 PHONE: 704.791.9789 CELL: EMAIL: sherri@advantage-permits.com PARCEL INFORMATION: I'ARCI:I.Nt'\113rR(1'-DIGIT Nt11vlBI:RI --*25"'11"24- f z N q-w►- q0"q FIRr_DIsTRIcT LrGAL DI:SCRIP1'ION(A13BRl-VIA'1'1i1)). SITE ADDRI:SS 23965 NE STATE ROAD CITY BELFAIR DIRECTIONS TO SH 1:ADDRESS CORNER OF CLIFTON LANE AND STATE ROUTE 3 IS PROPFRTY WIT TAN 21H1 FT SALTWATER❑ LAKE._f RIVER/C'Rlil'.I:❑ PUND❑ WETLAND j_J SEASONAL RUNOFF[ STRE-AM DOES PROPERTY IIAVE SLOPI:(S)WITHIN W)F I.OF TIIE I'ROIECT-GRI-ATER THAN 14% YES[ NO V TYPE OF JOB: N1;\v [ ADDITION AI.'I'I.RATION[ REPAIR OTHER USI:OI:S'I-RL1CI'1JRF.(RI-Slulix(9i.(iARArh h IY'I Slarbucks Drive thru IS t1Sl'.: PRIMARY, SL:ASONAL(i NUMBER OF BEDROOMS NUM111=.1:OF BATHROOMS DESCIt I BI:WOIt K Reace tenant panel on existing ground sign,replace directional signs al drive thru,replace menu board and premenu board replace clearance bar,install digital order screen with canopy at drive thru. SQUARE FOOTAGE: IST FLOOR sq.It. 2ND 1'L(X)R sq It. 3RD FLOOR sq.ft. BASEMENT- sq.ft. DECK sq It. COVERED DECK sq.Il STORAGE; sq.It. OTHER sq.h. GARAGE sq.fi. ATTAC I III)❑ DEfACI11:0❑ CARPORT sq.III. ATTACHED❑ DE I'AC I IED MANUFACTURED HOME INFORMATION: •4 COPIFS OF THE.FLOOR PLAN REQUIRED A-tAla{ MODEL YEAR LENGTII wl DTI I BEDROOMS BA1'IIS SERIAL NUMBER OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner or owner's legal representative.I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties.including any easement holder or parties of interest regarding this project.The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permiUapplication becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT AP CATI N 1 0 AYS WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON C UNTY CODE 14.08.42) , 6el PaII,. }.►- LLG, Lar+dloevA I1-11-I4 X 11152014 Signature of OWNER Date DEPARTMENTAL,REVII-AN A1111ROVE D: • DENIED DATE TAGSLNon.S/CONDIrIONS BUILDING DEPARTMEN'L / �-- PLANNING DI-TARTNIFNT FIRE MARSHAL. FEE'S TOTAL VALUATION: 8900.00 BUII.I)INi 1 l'I K\11'1'LLE 16725 j )IRF ACCESS AND GRADE Pl.AN RI.\'IL\\ 10871 GLt)-'I'EC'!i REV ILN � �� PLUMBING K B:\SF 11: ST01VvI\'A'fER REVIEW Ev1ECl-LANICAL& BASI:FI:I: TOTAL.FEES W0011'GAS 1'IA1L 1 STUVI VIOLATION INVESTIGATION FEE I'LANNINO 1,11 V1\\'I FI: VIOL VI]ON IT F 3 205 426 W. CEDAR ST. SIDEWALK 2'-6" 4'-0 114" 5'-11 1/2" 13° I EXISTING EXISTING Bollard Speaker Post Footing Footing NEW Old-Style 5-Panel Menu Board ° ° �S on Existing Footing N oo o Use sq0 "- NEW Digital Order - - NEW Ji Screen w/Canopy --- Bollard DATUM POINT -"- Scale: 1/2" = V-0" Before After Solution 6, Option A - - (1) New Digital Order Screen with Canopy - - (1) New Old-Style 5-Panel Menu Board at 130 € 9_ • New Digital Order Screen with Canopy on new footing • Remove existing Speaker Post Footing • New Old-Style 5-Panel Menu on existing footing at 13° s�' " O • New Bollard placed to protect Canopy • Relocate Vehicle Detection Loop I the order zone Store lf 10989 23965 NE State Route 3, Belfair, WA proposed DT products the legend ® New Directional Secondary S Signs: (3) D/F Entrance Face Face • New Clearance Bar Primary Entrance Clearance _ New Old-Style Preview Bar Menu Board ONew Digital Order Screen L w/Canopy ♦ New Old-Style 5-Panel Menu Board New Old-Style O Bollard-new(1) Preview Menu Bollard-lit(4) Board ® Bollard-cover(1) Multi-tenant Sign (1) I 1� tal Exit Double Chevron Order Screen „ Entry Double Chevron w/Canopy 0 rM Datum Point h l proposed thermoplastic package New Q� Old-Style •�Q� ,� 5-Panel Menu (1)Wayfinding (1)Wayfinding star Pattern Board Entry Lane Exit Lane Car Stack Information: • 5 Cars 83 feet long O ® Face A Face B Store # 10989 F the proposed site 23965 NE State Route 3, Belfair, WA v t y� , vo o �1 1 w 3 _ } _ AL y r }y '�—`[ ��� r ,� , •` 1 =;� � Store Entrance' .J '77PW -416, NOW 4k 11 � • i�;y s the elevations Store lf 10989 23965 NE State Route 3, Belfair, WA Approach to Primary Entrance Primary Entrance r i yµr s Parking Lot Approach to Drive-Thru Entrance III owl Store # 10989 the primary customer journey 23965 NE State Route 3, Belfair, WA �I (� I Approach to Secondary Entrance Secondary Entrance Approach to Parking Lot .T. r ti 4 Parking Lot Parking Lot Continued Approach to Drive-Thru Entrance ■ r E r. ,4 F r Store # 10989 the secondary journey 23965 NE State Route 3, Belfair, WA 11 Drive-Thru Entrance Approach to Order Zone Order Zone y;t• w s .i Approach to Pick-Up Pick-Up Window Approach to Pick-Up Window Window continued and Drive-Thru Exit CMAM "ul/Ca wmk SAFEWAY �° C'y7T�l� IL ie TNFN YOU _ .r `T the drive thru lane journey Store 1 12 23965 NE State Route 3, Belfair, WA Store Number:10989 Store Name: Belfair Valley Plaza-Belfair,WA Submitted by:Tanasha Harden Vendor: AGI Area Number:A012 Address:23965 NB SR3 ^ �+ Survey Date: May 29,2014 l {•� C0 Li Mon-Sun _ _ Jurisdiction: Shefton,WA Bid Permits: 2-3 Week Q Store Hours: 9 O CY7 till Drive Thru Hours: Same Sign Permits:2-3 Week Elec Permits:2-3 Week cV p Escalation(s) and Reasoning i i W LL_ to • None. � tV ` I \� Schedule ; z W Description QLy STD/OPT Entry/Exlt/Star-Thermoplastic 1 STD 7 Q v �p Y Existing Markmg-Removal 1 STD Q Z wa �d Directional-Entry-w/logo 2 STD - - -----_- a m CL @�icV+_Ii i I N N! ='Ls Directional-Exit 1 STD a �"A Clearance Bar 1 STD Q PreMenu-Freestanding-Old-Style 1 STD p� J - - - v-- ,. _ ... -_ „.r. r�t�-,,..�•. Uj Q O S-Panel-Menu-Freestanding-Old-Style 1 STD / �! Digital Order Screen 1 STD ti � e�\� ~ •+ Order Point Canopy 1 STD ii _ O V Bollard-Lit - 4 STD f 'r" - _ • �- Bollard-New 1 STD / • - �j • ^ 1 Multi-Tenant Panels 1 STD ` ••• • r;� S Y � � , —r •a�� Z Or m Footing Removal large 1- STD {{ (yj Landscaping-General-S 1 STD `. • •'` ~ - r�. (� HME-ION-2-Night 1 STD - - (�@ - O HME-Repl-Sawcut-Loop 1 STD (��• _ �7 U Fujitsu-SOW 1 STD ? _ _ �`. ` T'��dp� Bollard-Cover 1 STD Q. - :L Z a Footing-Removal Large 1 STD •�_ - • -- O W Bollard-Cover 1 STD V Double Chevrons 1 STD -A 4-N V.e Important Site Detailsr � LA N N I N G: ALL SE BACKS ARE MEASURED FF OM THE FURTHEST PROJE TION OF THE BUILDINGok\ ' • ��� �+�:'j _--'�'' -fir; yr."�'-, Store # 10989 site information 23965 NE State Route 3, Belfair, WA A east elevation J 10 Existing 48"Diam.Siren w no change to existing condition west elevation Existing 48"Diam.Siren no change to existing condition the elevations Store# 10989 23965 NE State Route 3, Belfair, WA 2 w north elevation ' q Existtrtp 48"Diam.Siren Existing t4°x 2401 Starbucks Channel Letters Existing 10"X 90"Drive-Thru Letters no change to existing condition south elevation 1 I Existing Drive Thru Letters Existing 18"x 288"Starbucks Channel Letters n Existing 12"x 106"Drive-Thru Letters -1 IMP no change to existing condition the elevations Store # 10989 23965 NE State Route 3, Belfair, WA i SAFEWAY SAFEWAY F �Et=wsoMasiss p ; ;, EEr.SOA-S13 ARM� ' ;CIGAR=lly�]�!►]1 NEFUTIM replacement panels for existing existing condition double-faced multi-tenant pylon sign ±1' - 6" x15' - 6" V.O. dimensions to be field verified Store # 10989 q the multi-tenant sign 23965 NE State Route 3, Beliair, WA `F a proposed DT products the legend ANew Directional Secondary - Signs: (3) D/F Entrance Face Face ® New Clearance Bar Primary Entrance ® Cl New Old-Style Preview Baearance Menu Board ONew Digital Order Screen w/Canopy �� O - ♦ New Old-Style 5-Panel Menu Board New Old-Style O Bollard-new(1) % Preview Menu Bollard-lit(4) Board Bollard-cover(1) [IF o Multi-tenant Sign(1) < � Exit Double Chevron - ��� ° p Digital C`�° Screen w/Canopy Entry Double Chevron -� Datum Point proposed thermoplastic package C�j� New ®� .`�i Old�tyle 1: /�. 5-Panel CO 1� Menu (1)Wayfinding (1)Wayfinding Star Pattern Board Entry Lane Exit Lane Car Stack Information: • 5 Cars 83 feet long oN Face Face 8 the proposed site Store lf 10989 5 23965 NE State Route 3, Belfair, WA the legend All products listed below are EXISTING ® Existing Directional Signs: (3) D/F Primary Secondary • Entrance Entrance Clearance Bar(1) O Speaker Post CID Preview Menu Board (1) ♦ 5-Panel Menu Board (1) O Multi-Tenant Sign (1) 0 Wall Disc(1) • Existing Bollards (2) p Existing lit Bollards (4) - Datum Point 0 notes • a . Car Stack Information: 5 Cars s �✓� 83 feet long A� / �q• e CA� .e. Store# 10989 Q the existing site 23965 NE State Route 3, Belfair, WA v SIDEWALK , 2'-6" 4'-0 1/4" 5'-11 1/2" '13°.' EXISTING EXISTING _ Bollard Speaker Post " NEW Old-Style Footing Footing 5-Panel Menu Board e ' p o 0 on Existing Footing = ` '6 d --- --- - �„g\9 NEW NEW Digital Order Bollard Screen w/Canopy -- -' "- DATUM POINT Scale:1/2"=V-0" Before After Solution 6, Option A (1) New Digital Order Screen with Canopy (1) New Old-Style 5-Panel Menu Board at 13' =' • New Digital Order Screen with Canopy on new footing • Remove existing Speaker Post Footing • New Old-Style 5-Panel Menu on existing footing at 13' • New Bollard placed to protect Canopy ' • Relocate Vehicle Detection Loop i the order zone Store # 10989 23965 NE State Route 3, Belfair, WA w Steel push-In plug for 1"dia.125mmjhole Sign Specifications: (1'dia.125mm1 hole for 9'-0"12743mm1 1 3"i bcknut access) Scraper Bar: 3"Wx1/4" 2"x5"[51mm x 127mm[steel tube painted to match PMS 369 green. [73mm x 102m x i Flush steel end caps painted to match PMS 369 green. steel tube cross bar Copy and chevrons to be 1st surface computer cut 3M#680-10 -z -2016mml SS white Scotchlite reflective vinyl film. >a �Ix nylon insertinsert focknut Bottom striping to be 1 st surface computer cut 3M#680-10 white 3'6'do fill >00�7 Scotchlite reflective vinyl film.Striping extends 3/8"[lomi onto O 114'-2016mm•2oj type 316 front face, J SS smooth eye bolt with Graphics protected with vinyl overlay film 3M Scotchgard 6 mil _ shoulder painted black dear paint protection film#84808 or Starbucks approved equal. to match RAL 7021M- Suspend from support with SS cable&hardware.Cable provided 3'-2"I6ssmml 5'•6"t1676mm1 match sample requires field adjustment for proper clearance height. --- Type 304 SS oval 2'x5'x3/16" compression sleeve 151mm x 127mm x Smml Support: steel rectangular tube -316"1[5-1 Supporting structure will be all welded steel tube construction painted to match type 316 SS wire rope PMS 369 green. (709 strand core) painted black to match RAL 7021 M as per approved shop - n6"5mm drawings. 3 1 j type 316 ss Base tube will be constructed so that it can be recto-fittable to wire rope clip.2 SS nylon •� insert tocknuts per clip. existing sign foundations.All foundations,existing and new must be analyzed for suitability and must meet all local city or state codes regulations. w NOTE:Clearance bar height o may require adjustment to 4a accommodate curb and/or 3'x4 AW foundation height.Manufacturer 1/4"-20 rsmm-201type 316 [73mm x 102mm x smmj to provide(2)2'l 17e2mmj cable `4 SS smooth e bop with steel tube painted black lengths for such adjustm eent m y 5' to match RAL 7021M- shoulder painted black These Drawings and Specifications are confidential and shall remain match sample to match RAL 7021M- the sole property of Starbucks Corporation,which is the owner of the match sample copyright in this work.They shall not be reproduced(in whole or in r 1/4"-20161 SS Part),shared with third parties or used in any manner on other �» ra nylon insert locknut Projects or extensions to this project without the prior written consent of Starbucks Corporation. fill 2'il p1mn 1127mmx5mmj This drawing is a Design Development Document.Site specific steel rectangular modifications made under the responsible charge of the Architect tube placard and/or Engineer-of-Record will be required prior to using this <1 document for Bidding,Permitting,or Construction. All louvered vent for 1'dia.1251 hole (1'dIa.p5mmj hole for focknut access) Front Elevation View Right Side View End Section View 5'•6"[1e7smmj painted to match PMS 369 green 8"1203mnj 3'-T[tosxrml --� 5"[127-1—�[ 314'[wmmj _ I I l steel base plate • • " CLEARANCE 7/8'x2 3/4'x30' E O R2mm z 71i x 30°J ratliu8ed N 8 TI all for 3/4'19mm anchor bolts Front View(@ Placard•Graphic Details 77iD chevrons and striping E -3'x4k114' M#680-10 white S p f73mn x 102mm x 6-1 lile reflective vinyl film steel tube cross bar n N u 5'-0"Ite76mml O D 3116'C50�1 rn 2"tyP•p1mm1�-2"tYP•lslm++l tfv - V1 Bottom View P PMS 3 6699 green Base (2972mm)Placard-Graphic Details Painte match B Plate Detail 9' "-9 � 2.29i 2 •Tea—I 6 • 6 • it• s +� , .�� Starbucks does not manufacture the[tern(s)drawn or specified.Incorporation of design item is to be coordinated with item supplier and Architect and/or Engineer-of-Record. Manufacturer's name and contact information clearly visible on finished item.All items manufactured to final engineering specifications,provided by Architect of Record. 018114 6"[152mm1 halo-lit logo Is first surface vinyl film 2•_7"r87" 53/16• Sign Specifications: to match PMS 3425 on 318'f+omm]#7328 1+32.M Painted black b moth white polycarbonate for push-thru 6" 11 7/8" 8 7l8" Cabinet: �n 1� P02-1 1225-1 R�7021 Fabricated.090'12mmi aluminum housing painted black to match .090"[2mm1 routed aluminum RAL 7021 with white end caps as shown. face panel painted black Directional copy and chevrons backed up with.125"13mml I T— • to match RAL 7021 • #7328 white polycarbonate.Siren logo is 6'1152mml diameter, 3/8'(torsi#7328 white polycarbonate routed to push thru aluminum face.Decorate logo with 1st surface computer cut vinyl `? L • • film to match PMS 3425.Edges of push thru logo are to be polished.All polycarbonate face elements to be attached to aluminum face panel with weld studs. a Interior aluminum surfaces of sign cabinet to be painted white with 2" -UL Label Lacryl Starbhte. Copy and chevrons backed m� end cap panels Welded aluminum construction with no visible fasteners.Fasteners Weatherproof up with.125"[3-1#7328 white 2-tone disconnect switch V open^- polycarbonate retaining the hinged face will be located on the bottom such that with sealing boot they are not visible.All fasteners used in the assembly of internal components shall be coated to prevent corrosion. h Internal structure of cabinet shall be per approved shop drawings. n CS 3xl.60 aluminum channel Graphic elements are internally illuminated using GE Tetra MiniMax painted RAL to match AL 7021 LED system or Starbucks approved equal. LED's to be mounted r' on an internal baffle with self-contained power supply.All electrical components are removable for service. w 1'-5 3/16'1437-1 3"76-1 Support: .063'[2mm1 aluminum base Supporting structure will be all welded aluminum tube and channel to ��cover painted black to match construction painted black to match RAL 7021 as per approved N RAL 7021 shop drawings and shall be integral to the sign cabinet. Base tube will be constructed so that it can be retro-fittable to -- - - existing sign foundations.All foundations,existing and new must I-- 1'-5 5/8"!w—1— 401/4- be analyzed for suitability and must meet all local city or state codes regulations. Street Side View Front Elevation View Store Side View Rear Elevation View Regulatory: Sign must meet all regulations in the National Electric Code as well as any local or state electrical codes. GE GEPS12.60 power supply Hi geabie face As per NEC 600.6,sign is equipped with a service disconnect or equal (one side only) switch. Sign must be listed as an Electric Sign per Underwriters Laboratories UL48 and/or CSA and bear the appropriate UL,CUL o m GE Tetra cks apx LEDs or CSA relevant certification marks. • Prima power b electrical contractor per NEC. Starbucks approved equal Primary P Y ® M Cover opening for electrical ` 6•l+ 1 11T f3emml dia.hole for electrical conduit T These Drawings and Specifications are confidential and shall remain Weatherproof Service access screws the sole property of Starbucks Corporation,which is the owner of the disconnect copyright in this work.They shall not be reproduced(in whole or in switch with ,-Liquid-Tight part),shared with third parties or used in any manner on other sealing boot rigid conduit projects or extensions to this project without the prior written consent of Starbucks Corporation. Junction box 7l8"p9mnl de.hob br 314"119mm1 anchor bolts This drawing is a Design Development Document.Site specific Section View at Anchor Detail modifications made under the responsible charge of the Architect (base cover removed for clarity) and/or Engineer-of-Record will be required prior to using this document for Bidding,Permitting,or Construction. Junction box Voltsr Vertical Cross-Section View,Tva. Service Position View 46"(1168mm) 1 1.51 9.90 120 0.85 1:Figured as illuminated center pad 2:Figured as complete signageDesign ID #14104 1 DT Directional Illuminated Arrow •in 1 Starbucks does not manufacture the Item(s)drawn or specified.Incorporation of design item is to be coordinated with item supplier and Architect and/or Engineer-of-Record. Manufacturer's name and contact information clearly visible on finished item.All items manufactured to final engineering specifications,provided by Architect of Record. 5 3/16" Sign Specifications: 2'-t'ta3smml 1'-8 5/16"1s,6mm1 1,32mm1 Painted black to match 21@ 31/2' Cabinet: 1'-2-1 RAL 7021M-match sample 10 75-1 r8 27-1 Fabricated.090"12mm aluminum housingpainted black to match .090"rNmt routed aluminum RAL 7021 M with white end caps as shown. face panel painted black Directional copy backed up with.125"[3mml#7328 white T to match RAL 7021M- polycarbonate.All polycarbonate face elements to be attached to �^ 4 match sample ra- aluminum face panel with weld studs. Interior aluminum surfaces of sign cabinet to be painted white with `? o= Lacryl Starbrite. Welded aluminum construction with no visible fasteners.Fasteners retaining the hinged face will be located on the bottom such that T they are not visible.All fasteners used in the assembly of internal 1 UL Label components shall be coated to prevent corrosion. - Copy backed up with End ca p panels Internal structure of cabinet shall be per approved shop drawings. Weatherproof .125'(3mm]97328 white 2-tone Graphic elements are internally illuminated using GE Tetra MiniMax disconnect switch V open polycarbonate LED system or Starbucks approved equal. LED's to be mounted with sealing tool c on an internal baffle with self-contained power supply.All electrical CS 3x1.60 aluminum channel components are removable for service. painted black to match Support: N RAL 7021M-match sample Supporting structure will be all welded aluminum tube and channel construction painted black to match RAL 7021 M as per approved 1'-5 3/16"1437mm] 3"pemml shop drawings and shall be integral to the sign cabinet. Base tube will be constructed so that it can be retro-fittable to / .063'r2mm)aluminum base existing sign foundations.All foundations,existing and new must/ cover painted black to match be analyzed for suitability and must meet all local city or state RAL 7021M-match sample codes regulations. - - - -- Regulatory: 1'-5 5l8"laaem",l --- 7 7f8• Sign must meet all regulations in the National Electric Code as well I+e,mmt as any local or state electrical codes. Street Side View Front Elevation View Store Side View Rear Elevation View sw Per NEC 600.6,sign is equipped with a service disconnect switch. Sign must be listed as an Electric Sign per Underwriters Laboratories UL48 and/or GSA and bear the appropriate UL,CUL GE Hingeable face or CSA relevant certification marks. or_ or equal ual2-fi0 power supply (one side only) Primary power by electrical contractor per NEC. GE Tetra MiniMax LEDs ©r Sta76ucks approved equd `r= 6'l,s2mml 1 1n•136mm1 dia.hole for electrical conduit These Drawings and Specifications are confidential and shall remain ® 4"(tmmml Cover opening for electrical the sole property of Starbucks Corporation,which is the owner of the e copyright in this work.They shall not be reproduced(in whole or in - - -------, part),shared with third parties or used in any manner on other Q ' projects or extensions to this project without the prior written consent Weatherproof- Service access screws of Starbucks Corporation. disconnect switch with Liquid-Tight = = O This drawing is a Design Development Document.Site specific sealing boot rigid conduit `� � modifications made under the responsible charge of the Architect p and/or Engineer-of-Record will be required prior to using this _ __- i- document for Bidding,Permitting,or Construction. 718"(22mm1 dia.hole for Section View at Anchor Detail 3/4'119mm1 anchor bolts (base cover removed for clarity) 5/8'(16mm1 dia.hale for 1/2"(13mml anchor bolts Junction box Size Sq.Ft.! Sq.Ft.' Volts Amps Vertical Cross-Section View,Tva. Service Position View 46 (1168mm) 0.94 7.99 120 0.85 1 1.Figured as iluminated center part 2:Figured as complete signage _ • � x 1 4091 DT Directional Exit Sign Illuminated Arrow Series-46in 1170mm F, Design ID #1 1 Starbucks does not manufacture the item(s)drawn or specified.Incorporation of design item is to be coordinated with item supplier and Architect and/or Engineer-of-Record. Manufacturer's name and contact information clearly visible on finished item.All items manufactured to final engineering specifications,provided by Architect of Record. r ,2wAc TOP VIEW TDlel AMPS 9 a'-11W Cimulb 1 Vhbk Dlecomecrs 1 / n / I is 6-13/5'� 13" �6 3/8" � L 1.AN marenals arq hsteror6 meet 3004A -T 2"WO/8•welled steel frame z.Si Vwx d accorcin an uE usud and apprpeo 3.Sir SA.acco S dkMNEC6.7. i/OM /ND UiTR/Ei •1 1/2" 4� � � - 4.Sya mmuheDpetl eM WbE NEC 600.3 antl marke6 7-51W O'-1 1W 7-51W IY-1 1N' 7.51N' Three 6ghlboxes per NEC sto.4q1q . - - - 4l 5.AN Duch c1rcul4 per NEC 600.5161.1 a(6).2. 6.AN Sign t,,`nn lne b/pnxxA a tln,e cbck per MOU IN t Wo 5e52 3 FBC . b T �I� HOLe 7.oMwalezD,mpmuo ne lx„anpe px mar m CORPORATE HEADQUARTERS II II I 11 I II II Wei elA). b o II 11 I II 1 II II LED light tubes P93/p,� `r 1077 Wnl Bbe Hemn BNG_PNb2 Bea1M1 FU 33404 P-(561)e63-6659/(xN)T72-7932 FA(561)660-4294 II 11 I 11 1 II II N to Y. I I I I I I BASE PLATE DETAIL A NORTHEAST DIVISION II 11 I II I II II I II I I I l r yy if I I I I I 11 I I I I I 707 commec Dr..C SIC 28025 Pmrt 7 04)76e-3733/(600)772-7932 Far,(704 7eS-3613 a� II II I II I II II tv o II 11 I II II II www.atlassignindustrics.us 11 11 I II I 11 II to I I 11 I I I 11 I I This oesgn;Engineering m to remain Atlas Sign Industries excursive property unW approved a1d accepted Ihru Path or wiring thru purchase ving.by cient named on dra No pad of design n9 and a spedfxatlau may be dupecated'in", J-box and holes in 2'x4' I , Starbucks Coffee,Menu Board and Foundation written autn«aanan ofAtw Sign industries. 3/4'Steel mounting plate- h Standardized design @ 140 mph per Asce7-05-installation only c CopyrgM2013 welded to 2'x 4"steel frame. Wind Load per ASCE 7-05;Occupancy Category 11;Importance factor=1 Finished grade-- SIDE VIEW. V Sa 140 mph(Fig.6-1);Exposure C:Gust Factor,G=0.85(Sec.6.5.8.1) Dtawhlg No. oapoo-o-DET -- F=ghGCAA„,,(Sec.6.5.14) Sheet No. MENU BOARD _ Aluminium base skirt with recessed Note:Menu board and cover are prefabricated by Starbucks - center and 1/8'aluminium base back Supports:(2)4"x 2"x 3116"steel tubing(A500B);F,=46 ksi x 0.66=30.36 ksi Date 0010012013 In,,,<15';Kh=0.85(Table 27.3-1);(Ka=1.0;Kd not applicable) Path FL/ONyl$W Primary electrical inside UL conduit qh=0.00256 x 0.85 x(140)'=42.65 psf Q m menuoar bd. PM d31 Cabinet: B=8.104;Is=4.083';A,,,=8.104'x 4.083'=33.1 sf;h,,=6.08' z = 374'Diameter x 24"long anchor rods hi,,,=4.02';B/s=2;s/hd=0.67;C,=1.62(Figure 29.4-1) Drawn By B.Hodge b with 314"nuts and fender washers. F=42.65 x.85 x 1.62 x 33.1-1.944 k#(kips) § (A325 Anchor Rods•4 ea.) Base:B=2.17%s=2.0%Aw=2.17 x 2.0=4.33 sf 6n h hi,,=1.0';B/s=1.1;s/hd=0.33;C,=1.79 -� (3)#3 Ties Fm„=42.65 x 0.85 x 1.79 x 4.33=0.281 k# F_=1.944k#+0.281 k#=2.225 k# #3 Ties t2 o.c. h_=(1.944 x 4.02)+(0.281 x 1.0)/2.225=3.64' Check 4"x 2"x 3/16"steel tubes(Reference only): T-0"Dia. -- - (6)#5 verticals S",=(2.225/2)k#x 3.64'x 12/30.36=1.60 In' �f 4"x 2"x 3116"tube,S.=1.83 in'>1.60 in'-OK Anchor rods:(2)%"A325 threaded rods per side @4.0"c/c FRONT VIEW AND FOUNDATION SECTION M=2.225k#x 3.64'x 12=97.19 kpi(kip-in) ��MENU BOARD/� DRIVE-THRU DETAIL Per rod(2 per side @ 4.0"c/c);P=97.19 kpi 1(2 x 4")=12.15k# v '/."steel mounting plalte7 OK 12 15k#•OK;21"embedment-OK S LABORATORIES W 21"embedment-OK;Shear in anchor rods is negligible / Augured foundation in sand:Unconstrained at surface A' L �~ B=3'die.;D=5'-0";F=2.225k#;h=3.64' =_�"• '-"• Soil,sand at 0.300ksf/f (Table 1806.2)(Sec.1806.3.4) S,=0.3 x 5.0 x 0.33 x 1.33=0.6585 k#/sf(Sec.1806.2)(Sec 1806.1) net, certify D-O.SA 1+ 1+ 4.36h I A ' • FBC 1819.7.2.1 As witnessed by mY n r I� NY that the A= .34F/S b= = sign structure and foundation rneets or 2 (2.34 x 2.225 /(0.6585 x 3.0 2.636 D=(0.5 x 2.636x1+[1+(4.36 x 3.64/2.636]"°)(Sec.1819.7.2.1) exceeds the requirements of the 2010 FBC D„a=1.318(1+2.65)=4.81'<5.0'depth OK Code Provisions for Sign Installation Wind Speed,V,d,=140 mph CONDUIT FROM Make foundations:V dia x 5'-0"deep Code Edition:2010 Florida Building Code PHOTO CONTROL Use 2,500 psi,28 day concrete(approx.1.4 cy concrete) a SWITCH TO MAIN Place rebar as shown Wind Load per ASCE 7-10, JUNCTION BOX Augured foundation in clay:Unconstrained at surface (FBC sections 1609.1.1&1620) B=T dia.;D=5'-10"(5.83');F=2.2251<#;h=3.64' Exposure C Soil,clay at 0.200ksf/f (Table 1819.6,sec.1806.3.1) Risk Category II 0 S,=0.2 x 5.83 x 0.33 x 1.33=0.5119 k#/sf; Wind Speed,V_=140 mph (Fig.1609A) j D=0.5A(1+[1+(4.36h/A)]"');(FBC 1819.7.2.1)unconstrained ENGINEER INFORMATION A=2.34F/S,b=(2.34 x 2.225)/(0.5119 x 3.0)=3.390 •'•••""" •• D=(0.5 x 3.390){1+(1 +(4.36 x 3.64/3.390]")(Sec.1819.7.2.1) NAME:Theodore M.McAnlis,P.E. ••••-�•••� ••••••• D,,,=1.695{1+2.383=5.74'<5.83'depth OK ADDRESS:P.O.Box 14724 ••�••� BACK 150 VIEW Make foundations:3'dia x 5'-10"deep North Palm Beach,Fb da 334oe Use 2,500 psi,28 day concrete(approx.1.6 cy concrete) E-Mall:tad.North Pal Beat.com 5CALE: N.T.5 Place rebar as shown LICENSE No. 19239 StarbucksAddress, Board rirllririii. �����rrrrrliii� Iriirrriirri liiiiriiiii (iiiiiii!♦iii Iillrl/�i/lii lili�rlri�ri lrrllirrii liiriirr�i-r lillrrliiiii l ril��lrr �� iirirr��s�R. i�lr■�I�r.r��r>r�u.�.r r ill�rlriirr � Il I• i i lei III l Ali I� SOMA PLANW,,.1,16- • W. 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SECTION B-B aY v-r a r Ya CANOPY ELEVATION SIDE VIEW er...p.u]aa•oo,w � a � amtt a m •b—w Oft.—a,q i012 6n•m.epn.l B�gLL+o Cpe/. •IMcbN aM luq MY cmlaim AB1M N000.0•B. path glnM•e b MLE i-1 t. •lbuu/a xW tltn,rvJ•..npat.mt aai•W•M cwNam Ip MTM AK •D.atn.Mm b.'.et p.M. •/buMa.M Nq nub.M/tn.1u1 ppnMm to MTM MIt. •Dv bl:My adw.e •lq 1wN.0.1 MX xxm.le au loan-Wplllw+A.). IL � ENLfiJ63YN0.NC. WEID •N Mpg xrxglN bot•and q kb p•.tnaon•N(urM rw.t omaaal. .eaw.l •eaa a..IgtAmN uq p.FN.4 aced la.n anb.te.e atatn. 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CURB TO MONIJfORI I 1159.4cm] I I C5cmX' m] CENTERLIN II 1 SLOT N MAIN POST I i o y 1 I I I — I I 633/a' ONDUIT [161.9cm] III BY OTHERS i i i' 31- 0%' 1022.2mm] - 1 I Y4' 15,7cm] lit i H❑ ES IN TOP PLATE I 01Y2' [038.1mml I ' I 1 0%' [016,0mm] SPEAKER #5 EXTERIOR 15 (2 WALLS) 145/' I THRU FRONT, BY OTHERS 8 I I 137.1cm] 14%- I I 141/8° TOGGLE SWITCH I I DIRECT TO SPEAKER #1 -- #4 [37.Icm]�J [35,9cm] I f ENCLOSURE METAL AC I it IF DIVIDER 61/g' [15,7cm], 41/8, 7/e'12.2cm] OFF CENT I10,5cm] Li t EAR VIEW 6" CURB #6 SHOWING ENCLOSURE [15,2cm] STREE � DT DIGITAL ORDERING SYSTEM POST 11037040 WELDED STEEL&ALUMINUM ALL°�°"°�°"TME•"°�° �*APa*u""� DSA/PHOTOTECH ro 1He Artncu:sHOwn oHnus sHeer is n,e Pxarem OF DSA PHOTOTEOH. i 16961 Central Avenue,Carson,CJ+90746 IT I5 DISClO5eD IN 00"FIDI—AND Is Horro eE mne,, (310) 537-5000 (310) 537-7060 Fax asPao°uceD,"EVPAun ro,Da APP"DPx m—ml � aF cs�PHormecH�iws"Pn°v�irnsA"owusiHDr S phubbell@d5aph0totech.Wm FINISH : DESIGNED TO HOLD STARBUCKS MONITOR or APPROVED o DSAPHOm C NE0.D�""`"A`ro"PD E"a' DT DIGITAL ORDERING SYSTEM POST 14239 ORDER LIGHTBOX 02/04/14 RAL7021 BLACK GREY, 10% SHEEN, EXT. (not included) pAH °A E02/13/14 CQSBEDTMON SCA`E 1; 15 14030 RECEIVED FEB 2 3 2015 _ 426 W. CEDAR ST, v )VA 0 B U ! j N G t+ ARCHITECTURAL GRAPHICS, INC. 2655 INTERNATIONAL PKWY VIRGINIA BEACH VA 23452-7802 00949e OF 7AOM BEFORE POSTWG s =. BUSINESS LICENSE ►' STATE Of �r WASIUNGTON 11 Unified Business ID is 601 563 864 / Foreign Profit Corporation Business ID is 1 Location: 1 f� Expires: 01-31-2015 ARCHITECTURAL GRAPHICS, INC. 'l 2655 INTERNATIONAL PKWY VIRGINIA BEACH VA 23452 7802 TAX REGISTRATION INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANCE CITY LICENSES/REGISTRATIONS: BELLINGHAM GENERAL BUSINESS EDGEWOOD GENERAL BUSINESS OLYMPIA GENERAL BUSINESS ! GIG HARBOR GENERAL BUSINESS 1 TUMWATER GENERAL BUSINESS LICENSING RESTRICTIONS: Not licensed to hire minors without a Minor Work Permit, GG� bl t } This document lists the trypso mions,endtMserrrents,and lit enses Aulhorvtd for the business eranMrdaErsw•.NyxcryMrngthisdr(nnent,tM•lirenscecerlifiesthcinfnnnaliononlM•,y(pli(.Niw - i was cut W ale,true,and it(trite it)the best of his or her krumledµe,and IhAI flit\In(,%%will ht• io etFmpl(an(e with all apple,able WashinRlon slate,(nunly,.rod city wpilatirr— Unrr urt,I leparnnem of Revenue • 'RECEIVED FEB 2 3 2015 426 W. CEDAR ST, Department of Labor and Industries ARCHITECTURAL GRAPHICS INC PO Box 44450 Olympia,WA 98504-4450 Reg:CC ARCHIGI98IBW UBI:601-563-864 B I i NG Registered as provided by Law as: Construction Contractor (CCOI)-GENERAL ARCHITECTURAL GRAP41CS INC Effective Date:9/6/2002 s' PO BOX 9175 r Expiration Date: 1/21/2015 VIRGINIA BEACH VA 234 i