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11-103548 PLANSI/ I LDG i ° m _ _ N8803492399W / \ O EXI NG LANDSCAPING y o \ o ,\ o0 ! !! NEW MENU BO RD 11 —9 a X / x o a a 2 5 07 v — NEW FLAG POLE A) o // s NEW EXTRUDED CU AND LANDSCAPING EXISTING BUILDING TO n N 3 EXISTING CURB CUT EXISTING PARKING EXISTING REFUSE BE REMOVED PROPOSED NEW BUILD EXISTING CUR ND RAIL TRAFFIC DE EATION a a a as 4 iii 'iiii U a \ a a 0 2 iCN Ln 0 I I � 0 EXISTING CONC WALK --EXISTING LANDSCAPING N8g°3492u'W 62.C��9 a EX. S DEWAT a a _ 15 5.2 4 ,iWSTTO LkND[5(�qPN EXISTING CURBING EXISTING PEDESTRIAN CONNECTION EXISTING H.C. PARKING ., RETAI 2547 5.=. = 23/.6 EXISTING RETAIL BLDG d a < EXISTING CONC WALK =--EXISTING LANDSCAPING N 8803423 W 12�, OC ALL LANDSCAPE MATERIAL IS EXISTIN EXCEPT FOR THE SMALL ISLANDS ASSOCIATED WITH THE NEW BUILDING L1.1 LANDSCAPE PLAN DEPICTS THE-;KISTINC CONDITION SYMBOL * QTY. BOTANICAL / COMMON NAME 2 Abies lasiocarpa / "Ipine Fir, 7'-8' clump 15 Erica carnea 'Rosa'--'/ Heather 2 gallon Arctostaphylos uva—ursi / kinnickinnik 4 pots 12 O.C. *confirm all plant v unties Landscaping to be replaced: 2 Capital Flowering Pear — Pyrus calleryana "Capital" 11 Northern Beauty Jap Holley — Ilex crenata "Northern Beauty" 2 White Heather — Erica carnea — REUSE 0 2 CCU IC 2 Col ° 0 2 I 00 PLANTING BED TYP 7" 1 " 1 " RADIUS TYP EXTRUDED CONC CURB 3" AC PAVING(@ TRUCK AREA) 2" AC PAVING(PARKING AREA) SUB BASE COMPACTED TO 95% 1. DIA WEEP HOLES AT 10' O.C. AND BACK HOLE WITH FILTER FABRIC CLOTH 2 CUT CONTROL JOINTS AT ALL CURVE RETURN PIONTS AT INTERVALS NOT TO EXCEED 15' IN LENGTH EXTRUDED CONC CURB _E �FLAG POLE STANDARD BASE MENU BOARD 'RE FINISHED METAL ROOFING OVER TREA H2.5 CLIP 2 EA POST 1.5X1.5 AL ANGLE FUL ATTACHED GALV LAG 6X6 CLEAR CEDAR POD MENU BOA[ 40"X60" 14" DIA Cc 0 <Drc:�hitec-_ts I linardic design group . architects 1319 dexter ave. north, suite 260 seaf le, Wa 98109 (206)283-4764 fax (206)283-1293 NOT PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMENTS REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS 4423 RECiI EKED ARC TECTS EDI / DIC STATE Oli WASHINGTON consultants: project title: PROPOSED PROJECT FOR: BIGFOOT JAVA 4627 SW 320TH FEDERAL WAY, WA sheet title: SITE PLAN no: I revisions job no: draw: checked:. date: i sheet no: Ami 00 date: 7-15-11 LDG0 cDir-c�hotE� <--ts Y,n LANDSCAPE PLANTING PLAN 0 10' 20' 49 80' SCALE: 1"=24'-O" NORTH , ti�ili*;�t• I . �• t Il DETAIL SHRUB PLANTING NO SCALE PLANT CENTER 0 0-- RCiW SPACING AS N07ED ON ( j PLAN (TRMNGULAR) DETAIL: GROUND COVER PLANTING NO SCALE sli r PLE► WS a ORIGINAY. DEEM 0 FINM GRADE, PRIOR 70 SPR.£AU MI)i.Cxi, 2' MULCH (TYPE PER $PED`".) FINJSHGWE SAE FILL SM MIX (ha PER SPECS) EXISTINQ SMORADE STING N SITE SCAPI G ADJACENT TO B ING SHALL MATCH NG, TRANSPLANTING SSIBLE TURNBUCKLES FIAW BIDE .w�iwil\�lyf? .•. •-{{ tom, IakA are SPACM nwm yr IMBER PM W! 12 DAUX W= (GAM PCx 10N ROOT CHOWN 17 ADDVE FWW MD. 7; wwn LAY8R Avrm surnm S#dV7' 2MIIX9 TYPE PER MSC? I: 1!111'11411 t DETAIL: CONIFER PLANTING NO SCALE PLANT MATERIAL LEGEND * INDICATES DROUGHT TOLERANT - Minimum 5t17 Plant Material Abrev. Common. Name Botanical Name Size trees CFP Capital 1; lowering fear Pyrus calleryana "Capital" 1.5" calJB&B * EGA Emerald Green Arborvitae Thula occidentallis "Emerald Greed 6' hgt./M RSM sled Subset Maple Acer rubru 'Red Sunset" 1.5" cal./B&B, Matched: at 0` branches * WRC Western Red Cedar Thuja plicata 6' hgt.M&B shrubs: AB Abelia Ab el>ia x grandiflora 24" hgtJcDnt. DVD David Viburnum 'Viburnum davidii *Northern 24"x24" tcont. 24" hgtJ=t. NBM Northern Beauty Jap. Holly Ilex crenata Beauty~ OG Oregon Grape Mahonia aquif'olium 24" hgtJcont. OL Otto Luyken Laurel Prunus laurocerasus "Otto Luyken" 24" llgt./cont, Matched, 3 oc WPB William Penn Barberry Berberis gladwynensis "William Penn" 24" hgtkont. symbols/ground covers at triangular planting: HT-P Purple Heather Erica carnea fiurpW i gal./cont. at 24" oe ©HT 'White Heather Erica carnea ,white" 1 gal./coat, at 24" oc WIS Chinese Wisteria Wisteria sinensis 5 gal./cont., min. 24 hgt. * HYP Hypericum Hypericum calycinum I gal. Cont. at 36" o c ZN* CBC Corral Beauty tutor caster f;otoneasW darnerii ."C=I.W ... I gal./cont. at 18" oe 4 . zWAAW 1rN1s14cRnns BACAik71S._1 MtRWO Lawn —Sod. from. Country Green Trinity Supreme, Olympia, WA Existing Tree: Preserve and protect per "Tree protection Detail" SITE SPECIFIC NOTES 1 Brain Rock: Y/ Iced 7/8" drain rock, l4"depth. `"' peciduous Tree Sine Measurementthe minimum deciduous tree caliper nneasurezrlent t1S inches} will be taken 45 feet above the tree rootball. tiler City of 1~ ederal Way Letter, 2 September 2003; Rox 13urhaT>s, Associate Planner) j Parking Lot Landscape Areas Soil Depth - .. "Proposed parking lot landscape area (islands? soil will need to be non -compacted { to a depth of 12 inches, prior to the planting of any shrubs, trees, and/or grouWcovers." (Per City of Federal Way Letter, 2 Sept. 200&, Rox Burhans, Associate Plattner) Irrigation: Provide hand water irrigation from owner for all plant material for first year of installation. Existing Tree: Preserve and protect per Tree Protection Detail LANDSCAPE CONSTRUCTION NOTES 1. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Leave subgrade in landscape areas minimum. 9" 'below paving in shrub beds and .7 below paving in lawn areas. Remove all debris from site. 2. Provide minimum 6" depth 60-40 mix from Puget Sound Topsoil M3) 83H374 in all shrub beds. Scarify subgra� a by rototilling and add topsoil on surfaces rnix topsoil ar-d subgrade thoroughly. Add additional topsoil as needed to contour shrub beds incluftg required berries. 3. Provide minimum 4' depth 60-40 mix from Puget Sound Topsoil (253) 833-0374 in all lawn beds. Scarify subgrade by rototilling and add topsoil on surface, mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour and level lawns. Sod from. Country Green Trinity Supreme from Olympia, WA, 4. Provide minimum 2" depth fineMend hem -fir mulch to all planting beds. lr Wch from Sawdust Supply, Kent, Washington. Fill all planting beds and lawn areas to within 1" of top of all curbs and walks. Slope all planting .beds and lawn areas to drain. 5. Provide one (1) year warranty for all plant materials and workmanship. 6. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damages during construction. Call locate before you dig at 1 800 424-5555. 7. All work perforated shall conform with the City of Federal Way, landscape and irrigation requirements, codes and specdications. 8. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic~ representation and the numeric totals, the graphic representation shall rule. 9. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. fertilize all plantirigs with "Osrnacote" plant granules. Install 2 cups per tree larger than 3", I cup per tree less than 3", 1/2 cup per 5 gal,1/4 per 2 and 1 gal, 1 /8 cup per 6' and 4'pots. Place at base of plant after mulch has been installed. 10. Lawn - Sod from Country Green Trinity Supreme, Olympia, Washington. Provide soil preparation per note *3. 11. insure proper drainage of all planting holes prior to installing plant materials. if planting holes do not drain or if heavy clay soils are evident contact landscape architect. 12. Fill all planting beds and lawn areas to within 1" of tarp of all curbs and walk& Berm all planting beds and lawn areas to drain. 13. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damages during construction. 14. Asphalt to be removed 3" from behind extruded curb in planting beds after paving is completed and before plant material is installed. IM *NOTE: KYDROSMD FOR EROSION 1SRN0 TM TO- #iID,tAIN, CONTROL. ALL FILLED OR �PXRESERVE & PROTECT GRADED AREAS * DO NOT. STORE MATERIALS OR EOUIPMENT UNDER DRIP LINE OF TREE HAND- EXCAVATE ALL Wc,�'K WITHIN DRIP UNE OF ES m RETAIN - SEDIMENT FENOE ---- ' DRIP UNE -•• ESTABUSH DRIP LINE BY MEASURING TREE DIAMETER AT 4 FEET ABOVE. GRADE. FOR EACH 1 " OF DIAMETER OF TREE ADD A1'-0" OF DRIP VNE, Z EXAMPLE: 18R DIAMETER OF TREC 18'-0" RAMUS OF. DRIP LINE . SEDIMENT FENCE tJiAMETER 1. )RED AT EXISTING GRADE aVE GRADE . linardic design group . architects 1319 dexter ave. north, suite 260 Seattle, Wa 98109 (206)283-4764 fax (206)283-1293 NOT PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMENTS REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS 4423 REGI ERED ARC ITECTS 1 EDI U ARDIC STATE F WASHINGTON consultants: project title: PROPOSED PROJECT FOR: BIGFOOT JAVA 4627 SW 320TH FEDERAL WAY, WA sheet title: 1 I LANDSCAft PLAN APPROVAL 1 1 REPe1liE;pAiA2TSWII71H9EROCJTSAIL I I I-- EXISTING GRADE ��EXPOSED GRADE no: revisions job no: sheet no:. DETAIL: TREE PLANTING DETAIL: TREE PROTECTION NO SCALE NO SCALE draw: checked: L — date: date: 7-15-11 CORNER DETAIL BIGFOOT JAVA ATHING BUILDING PAPER )TAR TE TILE M. "C" CHANNEL, SIDES AR 2X2 MING 6X6 AR 6X6 ITINUE TO GRADE 3"=1'-0° �EL. EL. CEDAR SIDING, 4" TO WEATHER � FLASHING i ALUM. "C" CHANNEL, ALL SIDES OF SLATE SLATE TILE CONTINUE TO GRADE (2SLATE TO WOOD SIDING DETAIL J BIGFOOT JAVA 3"=1'-0" �ivi vv� �n vn •� murrin vvuvuvvv OWEST ELEVATION BIGFOOT JAVA 3 20 GA. STL. ROOF PANEL, BHP HR-36 PREFORMED GASKET CLOSURE, TOP AND BOTT. OF DECK 20 GA. STL. ROOF PANEL, BHP HR-36 CONT, ANGLE STL. CHANNEL PER STRUCT. METAL CANOPY DETAIL BIGFOOT JAVA cn E— z CD I 4.5 GSTL. ROOF PANEL,�21 P HR-36 I I I STL. CHANNEL PER STRUCT. I TIE TO INTERIOR D.S. (TYP) I COLUMN PER STRUCT. I LOCATE TIGHT BEHIND STOREFRONT SYSTEM METAL CANOPY DETAIL 311=1'-011 ` T) BIGFOOT JAVA 12 10 LINE OF ACCENT FEATURE METAL ROOFING METAL GUTTER AINTED DOWNSPOUT — — ONCEALED IN WALL BELOW ONNECT TO TIGHTLINE BELOW SLAB >PICAL AT ALL fREET ADDRESS: 6" HIGH EL. +10'-6" HITE VINYL NUMBERS, (5) DIGITS, T.O. PLATE :RIFY SIDE P15 P15 --- P15 P15 'EDAR COLUMN AND BRACE STOREFRONT 3AY WINDOW CIEDAR SIDING, 4" TO WEATHER 12"X12" SLATE, SEALED, \ \ 'LACE AS SHOWN O EL. 9'-0" C-1 INE OF ACCENT IETAL ROOFING IETAL GUTTER :ON SIGN (OPEI FEEL CANOPY " PVC VENT W PANEL 15" IN RAME (P15) TY ALUM. STORFR EDAR SIDING, " PVC VENT NOTE: ALL BE STAINED OR rHrry I r-u I 0 SOUTH ELEVATION BIGFOOT JAVA i�a°=1 •o° 0 NORTH ELEVATION BIGF00T JAVA P15 C_� 24" ROUND GABLE VENT, EA. SIDE NEON SIGN, (OPEN) F_ — —I 1 1 /2" =1'-0° CD I L D G hVt t linardic design group . architects 1319 dexter ave. north, suite 260 seattle, wa 98109 (206)283-4764 fax (206)283-1293 NOT PUBLISHED. ALL RIGHTS RESERVED. THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMENTS REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS 4423 REGISTERED ARC ECTS EDI L RDIC STATE OF WASHINGTON consultants: project title: PROPOSED PROJECT FOR: BIGFOOT JAVA 4627 SW 320TH FEDERAL WAY, WA sheet title: BIG FOOT COFFEE EXTERIOR ELEVATIONS no: revisions date: job no: sheet no: draw: checked: A - 3.0 date: 7-15-11 TITLE INDEX I LDG 0 linardic design group . architects _ AO.0 A1.0 L1.0 A2.0 A3.0 COVER SHEET SITE PLAN - INCLUDE NEW LANDSCAPE LANDSCAPE PLAN - EXISTING FLOOR PLAN, EQUIPMENT PLAN, & SCHEDULES EXTERIOR ELEVATIONS & DETAILS S1.0 S1.1 S2.0 S3.0 S3.1 CONSTRUCTION NOTES & DETAILS CONSTRUCTION NOTES PLANS & DETAILS SCHEDULES & DETAILS DETAILS 1319 dexter ave. north, suite 260 seattle, wa 98109 (206)283-4764 fax (206)283-1293 A4.0 BLDG. SECTIONS & WALL SECTIONS A5.0 INTERIOR ELEVATIONS & DETAILS NOT PULISHED. ALL RIGHTSTHE ABOVE DRAWINGS AND SPEC F CATIONS AND IDEASSDESIGNS AND ARRANGEMENTS _ A6.0 ROOF PLAN DETAILS AND ELECTRICAL REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. ■ ■ M 1 MECHANICAL - HVAC COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS FEDERAL WAY, WASHINGTON I PROJECT DATA _ lv--� � Ept LIN DIC BUILDING CODE: IBC 2009 STATED WASHINUTON LEGAL DESCRIPTION SYMBOLS ABBREVIATIONSSITE ADDRESS 23,5 S 320th St SITE AREA 23,527 SF ZONING NEIGHBORHOOD BUSINESS (BN) PARCEL NUMBER 142103-9095 consultants: SECTION IDENTIFICATION OCCUPANCY M LOTS 1 & 2 OF KC SHORT PLAT # 880083 REC #8104230704 SD SP DAF POR NE 1/4 A13 LOCATED ID SHEET CONSTRUCTION M OF NW 1 /4 BEG NW COR SD SUED TH S 88-34-23 E ALG N LN 228.01 FT TH VB S 1-25-37 W 42 FT TO POB TH CONT S 1-25-37 W 116.5 FT TH N 88-34-23 L ANGLE DEPT DEPARTMENT GYP GYPSUM S. SOUTH W 122 FT TH S 1 -25-37 W 35 FT TH N 88-34-23 W 62 FT TO E LN OF W EXISTING BUILDING AREA: 1 -- DETAIL IDENTIFICATION CL CENTERLINE DET DETAIL H.B. HOSEBIB S.C. SOLID CORE 42 FT SD SUBD TH N 0-49-59 E ALG SD E LN 121.20 FT TO BEG CRV RGT L PERPENDICULAR DIA DIAMETER H.C. HOLLOW CORE S/V STAIN/VARNISH RETAIL 2,750 SQ. FT. RAID 30 FT TH. NLY & ELY ALG SD CRV THRU C/A 90-35-38 ARC DIST 47.43 FT -16 LOCATED ON SHEET # POUND/NUMBER DIA DIAMETER HDCP HANDICAP S/W SIDEWALK TH S 88-34-23 E 155.26 FT TO POB - PER FEDERAL WAY & AND DIM DIMENSION HDWD HARDWOOD SCHED SCHEDULE LLA 03-101318-000-00-SU REC 20040120900001 A ® AT DN DOWN HDWR HARDWARE SHT SHEET PROPOSED BUILDING AREA: # # A.B. ANCHOR BOLT DR. DOOR HORIZ. HORIZONTAL SHT'G SHEATHING ACCUS ACOUSTICAL DWG DRAWING HR. HOUR SIM SIMILAR COFFEE DRIVE THRU: 355 SQ. FT. A A-10 A �-ELEVATION IDENTIFICATION AFF ABOVE FIN, FLR E EAST HT HEIGHT SPEC SPECIFACATION NUM. OF STORIES: TWO - SECOND FLOOR MECH ONLY LOCATED ON SHEET AGGR AGGREGATE E.J. EXPANSION JOINT INST INSTALLATION SQ. SQUARE ALUM ALUMINUM EA EACH INSUL INSULATION STD STANDARD BUILDING HEIGHT: A ANOD ANODIZED EL ELECTRICAL INT INTERIOR STL STEEL APROX APPROXIMATE EL ELEVATION LAM LAMINATED STOR STORAGE COFFEE DRIVE THRU: 22'-9" ARCH ARCHITECTUAL ELEV ELEVATOR LB POUND STRUC STRUCTURAL 100 +r ROOM NUMBER ASPH ASPHALT ENCL ELCLOSURE LOC LOCATION SUSP SUSPENDED BD. BOARD EP ELECT.PANEL M.H. MANHOLE SVC SERVICE REQUIRED PARKING: OFFICE + ROOM NAME BLDG BUILDING EQ. EQUAL MATL MATERIAL SYM SYMETRICAL RETAIL: RETAIL: 1 300 2,750 300=9 BLK BLOCK EQUIP. EQUIPMENT MAX MAXIMUM T TREAD / / - BLK'G BLOCKING EXIST EXISTING MECH MECHANICAL T&G TOUNGE&GROVE RESTURANT: RETAIL: 1 /80 355/80 = 4 BM BEAM EXPO EXPOSED MFR MANUFACTURE T.0 TOP OF CURB TOTAL PARKING REQ: 13 STALLS DOOR NUMBER BOT BOTTOM EXT EXTERIOR MIN MINIMUM TEL TELEPHONE BUR BUILT UP ROOFING F.D. FLOOR DRAIN MISC MISCELLANEOUS THK THICK . C.B. CATCH BASIN F.E. FIRE EXTINGUSHER MTD MOUNTED TOP TOP OF PLATE 13 STALLS (EXISTING) C.J CONTROL JOINT F.F. FINISH FLOOR MTL METAL TP TOP OF PAYMENT C.O. CLEAN OUT FLASH FLASHING N NORTH TW TOP OF WALL A GRID IDENTIFICATION CAB CABINET FLR FLOOR NIC NOT IN CONTR._v_ TYP TYPICAL LANDSCAPING: CEM CEMENT FLUOR FLUORESCENT NO. NUMBER UBC UNIFRM BUILDING CODE EXISTING: 174 SQ. FT. CH CHANNEL FOUND FOUNDATION NTS NOT TO SCALE UNF UNFINISHED CONSULTANTS CLG CEILING FT FRAMING O.C. ONCENTER UON UNLESS OTHERWISE NOTED PROPOSED 88 SQ. FT. CLR CLEAR FT FOOT/FEETS. 0/ OVER VERT VERTICAL COL COLUMN FTG FOOTING OPP OPPOSITE W WEST PERIMITER: 13 STALLS EXISTING CENTER LINE CONC. CONCRETE FURR FURRING P.I. POST INDICATOR W.P. WATERPROOF CONN CONNECTION G.C. GENERAL CONTR. P.P. POWERPOLE W.R. WATER RESISTANT CONST CONSTRUCTION GA GAUGE PL PLATE W/ WITH ARCHITECT STRUCTURALA / CONT CONTINUOUS GALV GALVINIZED PLYWD PLYWOOD W O WITHOUT LINARDIC DESIGN GROUP CT ENGINEERING CT CERAMIC TILE GL GLASS R. RADIUS/RISER „'� WOOD 1319 DEXTER AVE N. SUITE 260 180 NICKERSON STREET #302 PROPERTY LINE CTR CENTER GND GROUND R.D. ROOF DRAIN WSCT W�NSCOTE SEATTLE, WA 98109 SEATTLE, WA 98109 - CTSK COUNTERSUNK GP GROUP REC. RECOMMEND WT WE'G".T D.S. DOWNSPOUT GR GRADE REF REFERENCE SCOPE OF WORK: DEMO ONSITE DRIVE-THRU ESPRESSO (206)283-4764 (206)285-4512 DBL DOUBLE GWB GYPSUM WALL BD RM ROOM FAX (206)283-1293 FAX (206)285-0618 CONSTRUCT NEW DRIVE-THRU ESPRESSO CONNECT TO EXISTING DRAINAGE E N � RA L NOTES EXISTING LANDSCAPE TO REMAIN - OPJLY ADDED AT NEW BUILDING No REVISION CLOUD G CHONT. project title: GENERAL NOTES Al IDENTIFICATION NUMBER 19. THIS SPACE SHALL BE HEATED BY NATURAL GAS. ELECTRICAL HEAT NOT ALLOWED. PROPOSED PROJECT FOR: 20. DOORS SHALL BE WEATHERSTRIPPED. WINDOWS SHALL BE CAULKED AND SEALED PER ENERGY CODE. BIGFOOT JAVA 21. GLAZING SHALL BE DOUBLE -PANE \" AIR SPACE AT A MINIMUM, WITH U-FACTOR 0.75. 1. INSTALL MATERIALS/PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. MAP 22. TRAP PRIMERS ARE TO BE PROVIDED AT ALL FLOOR DRAINS 2. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S CONSTRUCTION DOCUMENTS. 4627 SW 320TH VICINITY 3. DO NOT SCALE DRAWINGS. 23. CLEANOUTS ARE REQUIRED AT ALL SINKS EXCEPT AT THE REST ROOM LAV 4. ALL WORK SHALL CONFORM WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), OSHA, NATIONAL 24. ANY SIDEWALK CUT MUST BE REPLACED IN KIND. COLORED CONCRETE AND STAMPING MUST BE REPLICATED FIRE CODE (NFC), AND ALL OTHER APPLICABLE CODES AND GOVERNMENTAL AGENCIES. LIKE THE EXISTING SIDEWALK THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE .f.'s CODES AND REGULATIONS. 5. VERIFY ALL EXISTING SITE AND NEW PLAN DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT ANY VARIANCE OR DISCREPANCY TO THE ARCHITECT. ENERGY NOTES 6. THE CONSTRUCTION WORK SHALL BE LIMITED TO THE IMMEDIATE AREA IN WHICH THE WORK IS BEING PERFORMED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF ALL THE DEBRIS AND DUST THROUGHOUT THE SITE " WHICH IS A RESULT OF THIS CONSTRUCTION PROJECT. FEDERAL WAY WA (y :t.r.�� 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL DEBRIS FOR THE SITE. ALL ��` NREC NOTES - 2009 V�/A ST ENERGY CODE r pecan COSTS FOR THE REMOVAL OF CONSTRUCTION DEBRIS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. .,,�, sheet title. �- 8. THE CONTRACTOR SHALL STRIVE TO MAINTAIN A CLEAN AND DEBRIS -FREE WORKING SITE. 1. ELECTRIC HEAT IS ALLOWED 9. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE BEGINNING WORK. PROTECT OR MOVE �> 2. ROOF INSUL SHALL BE R-30 GATT, WALL SHALL BE R-19 BATT, NO SLAB INSULATION, STOREFRONT SHALL HAVE A U °x 8a�ro VALUE OF 0.50 ALL ABOVE GROUND INSULATION SHALL BE PROTECTED AND A VAPOR BARRIER SHALL BE PROVIDED UTILITIES AS REQUIRED. COVER SHEET R ON THE WARM SIDE ' X ' 10. PATCH AND REPAIR ALL AREAS INVOLVING DEMOLITION WORK TO MATCH ADJACENT EXISTING CONDITIONS OR TO MINIMUM REQUIRED PROVIDED ACCEPT NEW CONSTRUCTION (SEE NEW PLAN). x �"° WALL AREA: 1346 SO. FT. 11. REPORT IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES AND CONDITIONS WHICH MAY DIFFER FROM THE 32Bdtt yCY } u GLAZING AREA: 400 SQ. FT. DRAWINGS OR SPECIFICATIONS. GLAZING RATIO: 30 STOREFRONT U VALUE 0.45 0.45 12. ALL QUESTIONS PERTAINING TO THE CONSTRUCTION AND MEANING OF DRAWINGS OR SPECIFICATIONS SHALL BE WALL INSUL REQ R-21 ALLOW ONE INCH MIN CLEAR FOR AIR CIRCULATION R-19 DECIDED UPON BY THE THE ARCHITECT OR IN THE CASE OF A STRUCTURAL OR CIVIL DRAWING, THE ENGINEER. CEILING INSUL REQ. R-38 ALLOW ONE INCH MIN CLEAR FOR AIR CIRCULATION R-30 13. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CATALOG INFORMATION, ILLUSTRATIONS, SPECIFICATIONS, ETC., UPON #i SHGC MAX 0.45 0.45 ff P, a SLAB INSULATION R-10 RIGID R-10 24 IN LENGTH THE REQUEST OF THE ARCHITECT FOR VERIFICATION OF THE DESIGN INTENT, FIELD MEASUREMENTS, AND CONE- } t s PROVIDE 2X TREATED MATERIAL ORMATION OF THE CONTRACT DOCUMENTS. FAILURE TO DO SO WITH INDEMNIFY THE ARCHITECT FROM THEFOR RIGID PROTECTION AT FLOOR a `„�,hs; RESPONSIBILITY FOR SUCH WORK. 14. ALL MECHANICAL AND ELECTRICAL WORK SHALL CONFORM TO ALL PERTINENT CODES AND REGULATIONS OF MUNICIPAL, COUNTY, AND STATE AUTHORITIES, THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE NATIONAL ELECTRICAL CODE, UNIFORM MECHANICAL CODE, AND OTHER REGULATORY BODIES WITH JURISDICTION OVER THE WORK. f ry 15. PROVIDE (1) UL LISTED FIRE EXTINGUISHER. no: revisions date: 16. PROVIDE BUILDING ADDRESS ON EXTERIOR FACE OF BUILDING IN LOCATION ILLUSTRATED ON PLANS. job n0: sheet LETTERS AND/OR NUMBERS TO BE 12" HIGH MINIMUM. 17. PROVIDE HORIZONTAL FIREBLOCKING IN ALL WOOD FRAME WALLS AT 10'-0" ON CENTER. FIREBLOCK draw: AUG IN ACCORDANCE WITH I.B.C. SEC. 717. checked: _ �` 4VAY 18. GROUND FLOOR FINISH FLOOR REFENCE DATUM EQUALS (0,0). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. date: 7-15-11 EQUIMPMENT LIST MARK QNTY, EQUIPMENT MFG MODEL MARK QNTY. EQUIPMENT MFG MODEL 1 1 ICE MAKER SCOTTSMAN CME 256 2 1 UNDER STOR CAB 17 1 1DR REFRIGERATOR TRUE GDM-26 3 1 3-COORNEF SINK SSP JC12X16-2-12 16 1 SAFE TIDDL 4 1 FREEZER BEV AIR EF24 19 2 S.S. SHELF 5 1 MOP SINK 20 1 2DR REFRIGERATOR TRUE GDM-46 6 2 SYRUP STAND 21 1 ESPRESSO MACHINE FAEMA X5 7 1 ESPRESSO MACHINE FAEMA E91 E91 22 2 AIR POTS BUNN 2.2LPDT-22/EK/B 8 3 U.C. REFRIGERATOR BEV AIR UCR27 23 1 COFFEE BREWER BUNN 29000.0100CDBCF-AE 9 2 TRASH RECEPTACLE 24 2 ICE BINS DELFIELD 240 10 2 KNOCK BOX 25 1 SOAP AND TOWEL DISP 11 2 GRINDER AZKOYEN M-02 26 1 EMPLOYEE LOCKERS 12 2 BLENDER VITA MIX VM011 SE 27 1 U.C. CABINET 13 1 HAND SINK 14 2 CASH REGISTER NAT BUS SYS 15 NOTE: 1. ONLY NSF APPROVED (OR EQUIVALENT) EQUIPMENT IS ALLOWED. 2. PROVIDE SPLASH GUARDS AROUND THREE SIDES OF THE HANDSINK (MIN SIZE 10"WX10"L X 5" DEEP) 12" HIGH THEY ARE TO BE MADE OF SMOOTH ,EAISILY CLEANABLE, NON-ABSORBANT MATERIAL AND MUST BE SET BACK FROM THE SINK 12" CLEAR 3. THREE COMPARTMENT SINK TO BE PROVIDED WITH FAUCET AND SPRAY NOZZEL TO REACH ALL COMPARTMENTS 4. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTION DEVICES FOR ICE MAKER (#1) AND ESPRESSO MACHINES (#7 AND #21) TOIL. PAPER DISPENSER c 6" COVE BA TYPICAL (O.S. OWNER SUPPLIED) PROVIDE BA KING FOR PER CABINETDSUBELVES GWB, PAINT iMAXIMUM !NnTFi GRAB BAR SOAP DISPENSER, WALL MOUNTED 00 O.S. 4 INSULATED BOOTAROUND DRAIN 8"SL PE FLOOR TO FRAIN E PIPE 1/8" PER FOOT (TYP) TOILET HEIGHT IS 17-19" [i]121[3J INTERIOR ELEVATIONS BIGFOOT JAVA DRIVE-THRU PAINT JRESCENT WALL^- NT LIGHT FIXTURE (36" MIRROR---. P DISPENSER, --� L MOUNTED O.S. AM WAINSCOT / METAL TRIM _ 7 N T 3/16"=1'-O" LAVATORY GENERAL NOTES 1. TOILET ROOM PLAN AND ELEVATIONS ILLUSTRATE FIXTURE CLEARANCE DIMENSIONS, MOUNTING HEIGHTS, AND ACCESSORY PLACEMENT. ACTUAL LAYOUT MAY VARY, SEE FLOOR PLAN FOR CORRECT LAYOUT. 2. LOWER EDGES OF LAVATORY: 2'-5" FROM FINISH FLOOR, 3. MIRROR, MINIMUM: 2'-6" AND MAXIMUM: 3'-4" ABOVE FINISH FLOOR. 4. GRAB BARS SHALL BE 11" - 1\" IN DIAMETER AND MOUNTED 1\" AWAY FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 Ibs. LIVE LOAD WITHOUT PERMANENT DEFLECTION. 5. LAVATORY RIM HEIGHT: 33"-34" ABOVE FINISH FLOOR. 6. FLOORS SHALL BE A SMOOTH, HARD, NON-ABSORBANT SURFACE SUCH AS SHEET VINYL, OR OTHER AS ACCEPTABLE BY LOCAL HEALTH AND BUILDING DEPARTMENTS, SEE FINISH SCHEDULE. 7. SEE FINISH SCHEDULE FOR TOILET ROOM FINISHES. 8. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT AND VENTED TO THE OUTSIDE, 9. PROVIDE PAPER TOWEL DISPENSER LEVER TO BE LOCATED 3'-4" MAXIMUM ABOVE FINISH FLOOR. 10. GYPSUM WALLBOARD APPLIED TO PLUMBING WALLS SHALL BE WATER -RESISTANCE. 11. TOILET FLUSH VALVE SHALL BE MOUNTED ON OPEN SIDE OF TANK. 12. PROVIDE BLOCKING AS REQUIRED TO SUPPORT SINK, GRAB BARS, AND OTHER ACCESSORIES. ADD FUNNEL DRAIN ® FILTER SYSTEM ICE MACHINES, ICE BINS,AND 3 COMP SINK AND ESPRESSO MACH SHALL BE PLUMBED INDIRECTLY TO PUBLIC SEWER L- AV_ FLOOR DRAIN '- WITH TRAP PRIM ' HAND SINK M FLOOR SINK FLOOR SINK 4 3-COMP MOP SINK LUMBING RISER DIAGRAM BIGFOOT JAVA DRIVE-THRU TOILET T NTS PLUMBING INFORMATION _J DIRECTLY PLUMBED QNTY. INDIRECTLY PLUMB ED QNTY. ESPRESSO MACHINE 2 HAND SINK 2 ICE MAKER 1 MOP SINK 1 ICE BINS 2 LAVATORY SINK 1 3-COMP SINK 1 FLOOR SINK 5 DIP WELLS 2 FLOOR DRAIN 1 F41 ,-PANEL 15 (TYP) i N P15 SLIDING SERVICE 57 SF WINDOW '� MUFFIN k7tNDOW T 0 I O GWB, PAINT P-LAM WAINSCOT W/ METAL TRIM ALL SIDES PAPER TOWEL DISP. O.S. AREA NAME MANUF. PRODUCT SPEC A. INTERIOR WALLS AND CEILING SHERWIN WILLIAMS 200 SEMI -GLOSS B. INTERIOR METAL DOORS AND COL. SHERWIN WILLIAMS DTM SEMI GLOSS C. REST ROOM AND OFFICE SHERWIN WILLIAMS 200 EGGSHELL D. EXTERIOR SIDING PARKER PAINT WEATHER SHIELD CLEAR BASE E. EXTERIOR BEAMS RODDA PAINT SPAR VARNISH F. EXTERIOR CANOPY RODDA PAINT G. BOLLARDS PARKER PAINT MARATHON BIGFOOT JAVA DRIVE-THRU P15 38 SF I �j T 1 4'-O" O COLOR# I o .0 0 0 2 N 3'-O„ 5,-6„ 2'-0" 6'-0„ 33'-0" 12'-O" 5'-6" 3'-0" 712» I 30 PANEL EL T. � 106 `V JLII Y!1'/V z CORNER AND WALL 3� „ 2 GUARDS PER #11 � � 1 5.0 4 I ❑ oo ❑ 5 7TYP - -9' 1 T, i AL 105 ISPLA - I- I � ❑ o 105 T �3 1 33 LAV 2 2.0 - 1 I ❑ L I 10 01 oo ❑ _ 101 . I n I OF O I L=J z co ® 5.0 100 STORAGE FE T 3113 HOSE JLI\I11\V I I I EQUIPMENT PLAN 1/411=1'-011 7'-10" PSELF, MOUTT Ir WINDOW FRAMES, TYP ROOF ABOVE - _-- -' OF (2) FLOOR PLAN NOTES: LINE OF CANOPY 1. 3-COMP SINK SHALL HAVE DRAINBOARDS ON EACH END. 2. HAND SINKS SHALL EQUIPPED WITH MIXING FAUCETS AND HAND SOAP AND PAPER TOWELS. ' - - - - - - �8,0- - - - - - - - 3 HOT WATER TO HANDSINKS CANNOTT EXCEED 120 DEGREES FAHRENHEIT. FILTER SYSTEM `D 2'-0" 3'-0" GWB FINISH `�--� 2 00:7 STORAGE DENOTES 5' CLEAR HOT WATER PLYWD FLOOR PER 0 STIR10 DENOTES 5' CLEAR z- - - - - - - - - - - - - - - - - - - - - - - - - - ---- T__ PRE FABRICATED FURNACE FOLD UP ACCESS STAIR I KUVIUL UKII' rANJ UNUtK ALL DEVICES WITH WATER TO PROTECT FLOOR AND WALL. MECH PLAN AT UPPER LEVEL BIGFOOT JAVA DRIVE-THRU 1/4"=1'-0" WINDOW SCHEDULE MARK WINDOW SIZE WIDTH X HEIGHT Windown Construction Hwd. I I Remarks U-VALUE REMARK FRAME LASS COLOR A 5'-11" X 9'-6" ALUM. CLEAR FF STOREFRONT 0.50 STOREFRONT SYSTEM FIELD VFRIFY B 4'-0" X 9'-6" ALUM. CLEAR FF STOREFRONT 0.50 5TORLFRONT SYSTEM - _ . .. .n i I n 77 •r 77 SW6088 SW6062 WHITE 28-01-813 CLEAR SATIN 7090 INCA GOLD BLACK 'See Floor f FINISH SCHEDULE FLOOR WALLS CEILING REMARKS RM. NO. NAME MAT. BASE MAT. FINISH MAT. FINISH GB,SM PT P-LAM WAINSCOTT TO +8'-0" 100 STORAGE CONC RB GB,SM PT 101 SERVING CONC RB GB,SM PT GB,SM PT P-LAM BACKSPLASH TO +1'-6" ABOVE CNTR. 102 SERVING CONC RB GB,SM PT GB,SM PT P-LAM BACKSPLASH TO +1'-6" ABOVE CNTR. 103 LAVATORY CONC RB GB,SM PT GB,SM PT P-LAM WAINSCOTT TO +4'-0" 104 DISPLAY SC RB GB,SM PT GB,SM PT GWB 105 DISPLAY SC RB GB,SM PT GB,SM PT GWB 200 STORAGE PLYWD -- GB TAPED rGB TAPED NOTES: JV - Jf7LL1 r,l„. ALL COUNTERTOPS ARE TO BE P-LAM. RB =6" RUBBER COVE BASE ALL WALLS AND CEILINGS ARE TO HAVE SMOOTH WALL FINISH WITH ENAMEL PAINT, UNLESS NOTED OTHERWISE. PT - PAINT UM WALLBOARD ALL EXPOSED WOOD SURFACES MUST BE SEALED. SM = SMOOTH WALL CONC = COLORED CONCRETE 'Ian ana SCn I'Ur ICfll GIGU Vluaa LVVLIIIVIIJ vci„vlvu vJ _71 GENERAL FLOOR PLAN NOTES 1. GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTACT ARCHITECT IF ANY DISCREPENCIES ARE FOUND, ALL WORK SHALL BE IN COMPLIANCE WITH NFPA, OSHA, 2009 IBC, AND ALL OTHER APPLICABLE GOVERNMENT AND REGULATORY AGENCIES. 2. VERIFY LOCATION AND PLACEMENT OF ELECTRICAL, PHONE, AND DATA LINES WITH OWNER BEFORE INSTALLATION OF ELECTRICAL BOXES AND DRYWALL. 3. FIRE EXTINGUISHER AND MOUNTING BRACKET TO BE UL LISTED, 4. MAINTAIN A MINIMUM OF 36" CLEAR, UNOBSTRUCTED EMERGENCY EXIT AISLE TOWARD DESIGNATED EXIT. 5. ALL GLASS IN HAZAROUS LOCATIONS, AND WITHIN 18" OF THE FLOOR AND WITHIN 24" OF THE DOOR SHALL BE SAFETY GLASS. 6. ALL SURFACES, (COUNTERS, SHELVES, FLOORS, ETC) MUST BE SMOOTH, EASILY CLEANABLE AND NON-ABSORBANT. 7. ALL DOORWAY THRESHOLDS MUST COMPLY WITH CURRENT AND APPLICABLE CODE REQUIREMENTS. 8. FLOOR WALL JUNCTIONS MUST HAVE COVED BASE. 9. ALL WOOD SURFACES MUST BE SEALED. 10. ALL LIGHT FIXTURES MUST BE SHIELDED. 11. PROVIDE 3"X3"X72" METAL PROTECTION AT ALL GWB CORNERS AND FULL PROTECTION AT END WALLS (TYP) 12. ALL PROTECTIVE BOLLARDS SHALL BE 8' STEEL PIPE CONC FILLED EMBEDED 4' INTO GRADE 13. PROVIDE 3" HOLE AND GROMMET IN COUNTER FOR ESPRESSO PLUG CONNECTION UNDER COUNTER SURFACE PROVIDE WATER AND ELECTRICAL FOR ESPRESSO MACH APPROX 6" BELOW COUNTER HEIGHT 14. THE GLASSED END DISPLAYS SHALL BE PROVIDED WITH 4" VENTS AT TOP AND BOTTOM 15, THE GLASSED END DISPLAYS SHALL BE PROVIDED WITH 4 GLASS SHEENS EACH (EXPEPT ON LARGE FORMAT BUILDING) 16. THE GLASSED END DISPLAYS SHALL BE PROVIDED WITH (2) 4 HEAD TRACK LIGHTING FIXTURES EACH MOUNTED TO THE STOREFRONT ON A PHOTOCELL 17. THE FURNACE RETURN SHALL BE ABOVE THE COMPUTER DESK APPROX 28" FROM WALL STD FILTER SIZING ONLY 18. CENTER THE HEAT VENTS IN SPACE SPACED 30" FROM EXTERIOR WALL OVER SLIDER DOORS NREC NOTES - 2006 WA ST ENERGY CODE �� FOUNDATION LAYOUT PLAN BIGFOOT JAVA DRIVE-THRU 1 /4" =1'-O" LDG 0 c:� r- r-- h i t t S linardic design group . architects 1319 dexter ave. north, suite 260 seattle, wa 98109 (206)283-4764 fax (206)283-1293 NOT PUBLISHED, ALL RIGHTS RESERVED. THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS DESIGNS AND ARRANGEMENTS REPRESENT THEREBY ARE AND SHALL REMAIN THE PROPERTY cv OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED. COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS. SOLD. PUBLISHED. OR OTHERWISE USED WITHOUT THE PRIOR p WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE I ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR LAY SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS 4425 REGIS ERED C:) ARC ITECTS I � p EDI ARDIC i N STATE F WASHINQTON T OF (4) _pi. 6X6 CEDAR COLUMN, consultants: FLOOR PLAN - 388 SF BIGFOOT JAVA DRIVE-THRU �- DOOR SCHEDULE DOOR CONSTRUCTION JAMB CONST. DOOR SIZE HDW CORE MAIL. FINISH MAIL. FINISH MARK THICK X WIDTH X HEIGHT TYPE REMARKS 100 1 3/4" X 3'-0" X 7'-0" A ALUM. FACTORY ALUM. FACT'Y PUSH PUL CYLINDER STOREFRONT SYSTEM FIELD VERIFY 101 1 3/4" X 6'-0" X 7'-0" C ALUM. FACTORY ALUM. FACT'Y MFG ER BY STOREFRONT SLIDER 102 1 3/4" X 3'-0" X 6'-0" B ALUM. FACTORY ALUM. FACT'Y CYLINDER STOREFRONT SYSTEM FIELD VERIFY 103 1 3/4" X 6'-0" X 7'-0" C ALUM. FACTORY ALUM. FACT'Y MFG ER BY STOREFRONT SLIDER 104 , „ , „� 1 3/4„ X 3'-8" X 4 -0 E ALUM. FACTORY ALUM. FACT'Y CYLINDER STOREFRONT SYSTEM FIELD VERIFY STOREFRONT SYSTEM 105 1 3/4" X 3'-0" X 6'-0" / B ALUM. FACTORY ALUM. FACT'Y CYLINDER FIELD VERIFY r106 1 3/4" X 3'-0" X 7'-O' D MTL. PT. MTL. MTL. LEVER FLUSH DOOR HDW = DOOR HARDWARE PANEL 15 (TYP) P15 5p�i FP5 P15 P15 51� F// I WR PA61)d W�iNTERI L. �� KEYE CYLIND o T IT \\ D T\\ ' T C NDET T 2'-0' 3'-0" 2' C! T=TEMPERED SIDEWINDOWS (TYP ��� CK) Q P1 i, 63 F i, T T 6'-0" project title: PROPOSED PROJECT FOR: BIGFOOT JAVA 4627 SW 320TH FEDERAL WAY, WA sheet title: BIG FOOT COFFEE FLOOR PLAN, SCHEDULES P15 -� -^ I / o I i 0 no: revisions 0 N job no: 4'-0" draw: ® E� checked: date: 7-15-11 date: sheet no: A - 2.0