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a <br />c <br />c <br />l:y <br />E <br />I <br />ti <br />O <br />NI <br />J <br />a) <br />t <br />cc <br />06 <br />0 <br />co <br />W <br />NI <br />U <br />2 <br />L <br />``U^ <br />CD <br />C <br />a) <br />E <br />U <br />O <br />c <br />co <br />O <br />E <br />Cn <br />a) <br />Cn <br />Z) <br />�` <br />�1 <br />LO <br />co <br />6 <br />0 <br />0 <br />bo <br />T_ <br />O <br />N_ <br />u7 <br />N <br />I r <br />WALL TYPES LEGEND <br />OExisting Wall - 8" CMU Block wall with 7/8" Stucco <br />on the Exterior and Interior to have 20 Ga 6" (152 <br />mm) metal studs 16" (406 mm) O.C. with R-19 Batt <br />insulation and 5/8" (16 mm) gypsum board. <br />OExisting Wall - 12" CMU Block wall with 7/8" Stucco <br />on the Exterior and Interior to have 20 Ga 6" (152 <br />mm) metal studs 16" (406 mm) O.C. with R-19 Batt <br />insulation and 5/8" (16 mm) gypsum board. <br />ONew Partition Wall To Structure Above <br />20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to <br />structure with 5/8" (16 mm) moisture resistant gypsum <br />board on one side to structure above and moisture <br />resistant gypsum on other side to 6" above ceiling. <br />Secure gypsum board to studs with drywall screws at 10" <br />(254 mm) O.C. at panel edges and 12" (305 mm) O.C. at <br />intermediate supports. <br />4O New Furred Wall To Structure Above <br />20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. <br />to structure with 5/8" (16 mm) Type "X" gypsum board <br />on one side up to structure above. Secure gypsum <br />board to studs with drywall screws at 10" (254 mm) <br />O.C. at panel edges and 12" (305 mm) O.C. at <br />intermediate supports. <br />5O New Partition Wall To Structure Above <br />20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to <br />structure with 5/8" (16 mm) Type "X" gypsum board on <br />one side to structure above and other side to underside <br />of gypsum board ceiling. Secure gypsum board to studs <br />with drywall screws at 10" (254 mm) O.C. at panel edges <br />and 12" (305 mm) O.C. at intermediate supports. <br />9' - 10" <br />FLOOR PLAN <br />Scale: 1/4" = 1'-0" <br />6O New Partition Wall To Structure Above 11 New Partition Wall To 6" Above Ceiling <br />20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to 20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to 6" _ <br />structure with 5/8" (16 mm) Type "X" gypsum board on above ceiling with 5/8" (16 mm) Type "X" gypsum board on <br />one side to structure above and moisture resistant ti one side and moisture resistant gypsum board on other side <br />gypsum on other side to underside of gypsum board to underside of gypsum board ceiling. Secure gypsum board <br />ceiling. Secure gypsum board to studs with drywall to studs with drywall screws at 10" (254 mm) O.C. at panel <br />screws at 10" (254 mm) O.C. at panel edges and 12" edges and 12" (305 mm) O.C. at intermediate supports. <br />(305 mm) O.C. at intermediate supports. Provide 45 degree metal stud Diagonal Bracing @ 48" <br />(1219 mm) O.C. From top of stud wall to structure above. <br />O7 New Partition Wall To Structure Above <br />20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to <br />structure with 5/8" (16 mm) Type "X" gypsum board on <12>New Partial Height Wall - Heavier Gauge Stud To 4'-0" <br />one side to structure above and moisture resistant °�16 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. with <br />gypsum on other side to 6" above ceiling. Secure j,o v 5/8" (16 mm) moisture resistant gypsum board on both <br />gypsum board to studs with drywall screws at 10" (254 sides. Drywall screws @ 12" (305 mm) O.C. <br />mm) O.C. at panel edges and 12" (305 mm) O.C. at <br />intermediate supports. <br />8O New Plumbing Wall to 6" Above Ceiling y <br />13 Existing Wall - 8" CMU Block wall with 7/8"y k <br />20 Ga 6" (152 mm) metal studs 16" (406 mm) O.C. with Stucco on the Exterior and Interior to have 20 Ga `t <br />5/8" (16 mm) moisture resistant gypsum board on both % n <br />3-5/8" (92 mm) metal studs 16" (406 mm) O.C. �, o <br />sides to drywall ceiling above and/ or to min. 6 above lay- with R-13 Batt insulation and 5/8" (16 mm) <br />in ceiling as applicable. Secure moisture resistant gypsum r gypsum board. <br />board to studs with drywall screws at 10" (254 mm) O.C. ti <br />at panel edges and 12" (305 mm) O.C. at intermediate <br />supports. Provide 45 degree metal stud Diagonal Bracing <br />@ 48" (1219 mm) O.C. From top of stud wall to structure 14 New Furred Wall to 6" above ceiling <br />above. 20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. <br />to 6" above ceiling with 5/8" (16 mm) Type "X" gypsum <br />9O New Partition Wall to 6" above ceiling board on one side to underside of gypsum board v <br />20 Ga 6" (152 mm) metal studs 16" (406 mm) O.C. with ceiling. Secure gypsum board to studs with drywall <br />5/8" (16 mm) moisture resistant gypsum board on both screws at 10" (254 mm) O.C. at panel edges and 12" `t <br />sides to 6" above ceiling. Secure gypsum board to studs <br />(305 mm) O.C. at intermediate supports. <br />with drywall screws at 10" (254 mm) O.C. at panel edges <br />and 12" (305 mm) O.C. at intermediate supports. <br />Provide 45 degree metal stud Diagonal Bracing @ 48" <br />(1219 mm) O.C. from top of stud wall to structure above. <br />10 New Partition Wall To 6" Above Ceiling <br />20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. with <br />w 5/8" (16 mm) moisture resistant gypsum board on both sides <br />to underside of gypsum board ceiling. Secure gypsum board <br />to studs with drywall screws at 10" (254 mm) O.C. at panel <br />edges and 12" (305 mm) O.C. at intermediate supports. <br />Provide 45 degree metal stud Diagonal Bracing @ 48" (1219 <br />mm) O.C. From top of stud wall to structure above. <br />T-101/2" J'-8" <br />5 <br />NOTE: <br />SEE SHEET A-501 & A-502 FOR WALL CONSTRUCTION DETAILS. <br />vtKlt- T rKIUK I U UU1140 1. IVU 1 It- T AKUNI 1 M, I IIVIIVICUI/i I tLT Ut- HIV T UIZ)UKt_t'HIVI,T <br />SHEET NOTES <br />1. EXISTING STOREFRONT DOOR. <br />2. ELECTRICAL PANELS. GC CONFIRM WITH WL AS <br />INDICATED. MAINTAIN MINIMUM CLEARANCES AS <br />REQUIRED BY CODE. REFER TO ELECTRICAL DRAWINGS. <br />3. EXISTING 42" REAR EXIT/ SERVICE DOOR. <br />4. ALIGN FACE OF FINISHED WALL. <br />5. EXISTING STOREFRONT WINDOW SYSTEM <br />6. CONSTRUCT NEW 4'- 0" HIGH PARTIAL HEIGHT WALL <br />AS INDICATED. PROVIDE KNEE BRACE KIT #SKB AS <br />MANUFACTURED BY PITTCON INDUSTRIES @ 4' - 0" O.C. <br />MAXIMUM FINISH ALL EXPOSED EDGES. <br />7. EXISTING DT WINDOW. <br />8. GC TO INSTALL REINFORCED CONCRETE FLOOR SLAB AND <br />VAPOR BARRIER OVER EXISTING COMPACTED FILL. SEE <br />SPECIFICATIONS. <br />NOTE: <br />SEE SHEET A-101.1 FOR DOOR AND WINDOW SCHEDULES. <br />0 2' 4' 8' <br />Scale: 1/4" = V-0" <br />INTERIOR FLOOR PLAN NOTES <br />A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY <br />STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES <br />PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM <br />DESIGNATED DATUM POINT. <br />B. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD <br />BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT <br />AND/OR SIGNAGE. <br />C. ALL DOORS TO PROVIDE 32" MINIMUM CLEAR OPENING WHEN OPENED <br />TO 90 DEGREE POSITION UNLESS OTHERWISE NOTED. <br />D. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES MEET <br />STARBUCKS AND/OR CODE REQUIREMENTS. <br />E. INSTALL 5/8" MOISTURE RESISTANT GYPSUM BOARD ON BACKBAR <br />WALL PER SPECIFICATION. <br />F. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS SHOWN OR NOTED <br />OTHERWISE. <br />G. STARBUCKS VENDOR TO PROVIDE HARDWARE SCHEDULE AND <br />HARDWARE COMPONENTS TO INSTALL. <br />H. "PRIOR TO SAW CUTTING, DRILL THROUGH SLAB TO DETERMINE THE <br />THICKNESS. IF THICKNESS EXCEEDS 5", DO NOT SAW CUT. REPORT <br />FINDINGS TO ARCHITECT FOR FURTHER EVALUATION" <br />INTERIOR WALL LEGEND <br />EXISTING WALL <br />#O WALL TAG <br />WALL BLOCKING KEY <br />WALL BLOCKING KEY <br />SYMBOL ITEM WEIGHT HEIGHT APPROXIMATE WIDTH <br />Workroom Handsink 125LBS 3-0" to 3'4" 5'-7" Infront of 3-Comp Sink <br />nB <br />Shelves Above 3- <br />200LBS <br />5-8" to U-0" <br />6'-0" Centered Above <br />Comp Sink <br />3-Comp Sink <br />Shelves and Data Rack <br />300LBS <br />3-9" to T-2" <br />T-0" Centered Above Manager's <br />at Manager's Desk <br />Desk and Data Rack <br />�p <br />Water Filtration System <br />200LBS <br />4'-0" to 6-6" <br />See Plan <br />�E <br />Restroom Grab Bars <br />250LBS <br />2'-6" to 3'-0" <br />5'-0" Around WC <br />F� <br />Restroom Hand Sink <br />200LBS <br />T-0" to 3'-4" <br />2'-6" Behind Sink <br />Restroom Hand Dryer <br />200LBS <br />T-0" to 4'-0" <br />2'-0" Starting 6" From <br />Wall Comer <br />H� <br />Diaper Changing Station <br />250LBS <br />2'-4" to 4'-0" <br />See Plan and Restroom <br />Details <br />I� <br />DT Cubby <br />300LBS <br />5'-0" to T-10" <br />Extent of Backbar Upper <br />Casework <br />CBE Shelves <br />300LBS <br />5'-0" to 5'-6" <br />Extent of Backbar Upper <br />Casework <br />�K <br />Menu Board <br />200LBS <br />5'-0" to T-10" <br />Extent of Backbar <br />Upper Casework <br />�L <br />Artwork/ Community <br />100LBS <br />T-0" to 8'-10" <br />Extent of Art/ Mural Frame <br />Board <br />- Provide <br />fire treated 2x6 or 2x8 wood stud blocking as required to support <br />any wall attachments. <br />- See interior <br />elevations for correct <br />locations and <br />dimensions. <br />STARBUCKS <br />2401 UTAH AVENUE SOUTH <br />SEATTLE, WASHINGTON 98134 <br />(206) 318-1575 <br />THESE DRAWINGS AND SPECIFICATIONS ARE <br />CONFIDENTIAL AND SHALL REMAIN THE SOLE <br />PROPERTY OF STARBUCKS CORPORATION, <br />WHICH IS THE OWNER OF THE COPYRIGHT IN <br />THIS WORK. THEY SHALL NOT BE <br />REPRODUCED (IN WHOLE OR IN PART), SHARED <br />WITH THIRD PARTIES OR USED IN ANY MANNER <br />ON OTHER PROJECTS OR EXTENSIONS TO THIS <br />PROJECT WITHOUT THE PRIOR WRITTEN <br />CONSENT OF STARBUCKS CORPORATION. <br />THESE DRAWINGS AND SPECIFICATIONS ARE <br />INTENDED TO EXPRESS DESIGN INTENT FOR A <br />PROTOTYPICAL STARBUCKS STORE (WHICH IS <br />SUBJECT TO CHANGE AT ANYTIME) AND DO <br />NOT REFLECT ACTUAL SITE CONDITIONS. <br />NEITHER PARTY SHALL HAVE ANY OBLIGATION <br />NOR LIABILITY TO THE OTHER (EXCEPT STATED <br />ABOVE) UNTIL A WRITTEN AGREEMENT IS <br />FULLY EXECUTED BY BOTH PARTIES. <br />STARBUCKS TEMPLATE VERSION i2018.01.26 <br />Design Forum <br />Architects Inc. <br />700 W. Pete Rose Way, Suite 460 Donald J. Rothman <br />Cincinnati, OH 45203 Architect In Charge <br />Tel: (513) 421-2210 License: AR0017303 <br />Design Forum <br />Engineering <br />700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE <br />Cincinnati, OH 45203 Professional Engineer <br />Tel: (513) 21-221 License: 62078 <br />2018 <br />J/.ReT�, <br />I V <br />r <br />3n t/v �T <br />N� <br />1..1� <br />�N <br />L.L <br />W <br />L0 <br />r1 <br />v <br />CM <br />Z <br />J <br />Q <br />0 <br />LL <br />J <br />J <br />LU <br />J_ <br />0 J <br />J <br />= <br />w <br />M <br />w <br />_ <br />r <br />a <br />a �N <br />STORE #: <br />56350 <br />PROJECT #: <br />81186-001 <br />ISSUE DATE: <br />06/22/18 <br />DESIGN PROGRAM <br />ROMINA VIGNOLO <br />MANAGER: <br />LEEDO AP: <br />PRODUCTION DESIGNER: <br />MICHAEL.B.SARKA <br />M.MCCAUGHEY <br />Revision Schedule <br />Rev Date By Description <br />SHEET TITLE: <br />FLOOR PLAN <br />I SCALE: 1/4" = 1'-0" I <br />SHEET NUMBER: <br />A-101 <br />