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DIMENSIONS: <br />A. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CMU U.O.N. REFER TO FOUNDATION PLAN FOR FACE OF CONC. <br />DIMENSIONS. <br />B. DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MIN. REQ'D. NET CLEARANCE FROM FACE OF WALL. / WAINSCOT FINISH. <br />VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING. <br />WINDOWS / DOORS: <br />A. SEE SHT. A1.1 FOR WINDOW TYPES AND DOOR SCHEDULE. <br />B. ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING. <br />FINISH SUBSTRATES: <br />A. NO SUBSTRATES PROPOSED IN PHASE I. <br />DECOR: <br />A. NO INTERIOR DECOR PROPOSED IN PHASE I. <br />GENERAL: <br />A. PROVIDE 5 FIRE EXTINGUISHERS -10 lb, ABC - AND INSTALL AS INSTRUCTED BY FIRE MARSHAL OR AUTHORIZING AGENT. <br />B. DRAWINGS ARE BASED UPON STEEL FRAMING. UTILIZATION OF WOOD STUDS ON NON -BEARING INTERIOR PARTITIONS, <br />BULKHEADS AND SOFFITS IS ACCEPTABLE. <br />C. ALL ATTACHMENTS MADE THROUGH E.I.F.S. SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH, PER 9/A6.2. <br />D. ALL PENETRATIONS THROUGH STUCCO SHALL BE SEALED USING MFR'S. APPROVED METHOD. <br />0 1 <br />O N (Ty ) <br />N 5 <br />7 <br />4 <br />FLOOR PLAN NOTES C <br />38'-8" <br />31'-0" <br />2'-8" 5'-0" 2'-0" 5'-0" 2'-0" 1, 5'-0" 2'-0" 1, 5'-0" _ <br />O O 0 O <br />DWI <br />0 <br />0 <br />N <br />3" <br />4 <br />O <br />o <br />c <br />N <br />co <br />4 <br />0 <br />0 <br />N <br />4 <br />18 <br />14 <br />(TYP.) <br />�4 <br />18 <br />18 C9 <br />YP.) C° <br />4 4 <br />2'-8" 5'-011 21_011 51_0" 2,-0" 5'-0" 2-01t <br />40'-0" <br />DINING <br />7'-8" 4 <br />co <br />O . <br />6'-0" <br />9 <br />20 <br />2-33/4" T-10%2" <br />10 <br />20 <br />n <br />OFFICE <br />17'-4" <br />11 9 C <br />r <br />18 <br />0 <br />co <br />8 <br />20 <br />ti <br />CV <br />S. e <br />N <br />10 <br />24 <br />22 <br />Lo <br />rn <br />N �p <br />Eo <br />9'-1Y2' WOMEN DISH = <br />O � <br />N r <br />N r <br />m <br />22-)`n <br />j co <br />7 <br />O4 4 <br />2'-0" 5'-0" <br />CV <br />6-0" 8'-0' 6'-0" <br />20'-0" <br />TYPICAL EXTERIOR WALL (FOH): <br />HOODWALL: <br />8" SPLIT FACE CMU. FURR INTERIOR WITH 1-1/2" CONTINUOUS <br />6" METAL STUDS WITH 1/2" CEMENTITIOUS <br />THERMAX HEAVY DUTY POLYISO, OVERLAID WITH 2x4 STUDS <br />BOARD SUBSTRATE WITH 20 GA. S.S. PANEL BEHIND <br />LAID FLAT, EXTEND FURRING TO 13-0". EXTEND INSULATION TO <br />HOOD. <br />ROOF DECK.R-VALUE OF INSULATION TO BE R-9.8 MIN, <br />TYPICAL INTERIOR WALL <br />TYPICAL EXTERIOR WALL @ TOWER VESTIBULE: <br />1/2" GYP BD ON 3-5/8" OR 6" METAL STUDS AT 16" O.C. <br />STO POWERWALL STUCO OVER 8" SMOOTH FACED CMU OR 2" <br />EXTERIOR GRADE PLYWOOD OVER 2x4 STUDS @ 12" O.C. OVER <br />8" SMOOTH -FACE CMU. FURR INTERIOR WITH 1-112" <br />CONTINUOUS THERMAX HEAVY DUTY POLYISO, OVERLAID WITH <br />2x4 STUDS LAID FLAT. EXTEND FURRING TO 14-0", EXTEND <br />INSULATION TO ROOF DECK. R-VALUE OF INSULATION TO BE <br />R-9.8 MIN. <br />TYPICAL EXTERIOR WALL (BOH) <br />8" SPLIT FACE CMU. FURR INTERIOR WITH 1-112" CONTINUOUS <br />THERMAX HEAVY DUTY POLYISO. FURR INTERIOR WITH 3-5/8" <br />METAL STUDS, SET 5-1/2" FROM FACE OF CMU. EXTEND <br />FURRING TO 10'-01'. EXTEND INSULATION TO ROOF <br />DECK.R-VALUE OF INSULATION TO BE R-9.8 MIN. <br />WALL SUBSTRATES: <br />THE PHASE I PROJECT SCOPE DOES NOT INCORPORATE SUBSTRATES IN ORDER TO ALLOW <br />FOR MAXIMUM FLEXIBILITY FOR THE TENANT DURING PHASE II. PHASE II PLANS <br />FORTHCOMING <br />WALL LEGEND <br />B <br />An <br />22 <br />21 <br />88'-0" <br />2 <br />- = 17 1 <br />NC, <br />— �/ESTIBULE <br />Y T <br />2 17 L J O <br />(TYP.) <br />0 18 1 <br />T <br />N <br />O O <br />4'-0Y2" 3 2" 3%2' <br />2-3%2' 2-0` 5'-4" 1'-4" 5'-4" 2'-0" 2'2" <br />20'-7" <br />A <br />A5,0 <br />9'-43/4' <br />21 <br />8'-7%2" <br />18 <br />2 <br />5'-0" <br />SALAD <br />28'-0" <br />24 <br />7'-11 <br />13'-0" <br />PREP <br />7'-4" <br />21 <br />4'-6%4' <br />i 6 <br />S20 <br />� L <br />co L <br />EMPLOYEE <br />A 11 <br />O <br />5'-4" <br />3 <br />xz <br />12 <br />0 <br />T <br />,— 0 <br />0 <br />16'-7" <br />1 <br />AO <br />SLAB EDGE/RETAINING WALL. SEE STRUCTURAL FOR DESIGN. SEE CIVIL FOR EXTENTS' <br />HOOD WALL, SE WALL LEGEND. <br />3 <br />ELECTRICAL MAIN SWITCH BOARD. REFER TO ELECT. DWGS. <br />1 <br />® <br />LOCATION OF SOLID SURFACE SILL TO BE INSTALLED IN PHASE 11. <br />5 <br />KEEP CLEAR FOR FUTURE UTILITIES & SYRUP LINES. <br />MOP SINK. SEE PLUMBING PLANS. <br />18ELECT. <br />NOT USED. <br />PANELS RECESSED IN 2x6 WALL. <br />O <br />LIGHTING CONTROL PANEL SURFACE MOUNTED. <br />10 <br />CD <br />NOTUSED <br />11 <br />WALL LADDER SUPPLIED BY G.C. <br />12 <br />CD <br />GAS METER. <br />13 <br />NOT USED <br />14 42" HIGH LOW WALL. <br />NOT USED.. <br />z�C15 <br />bP <br />co <br />IT <br />O <br />T <br />N <br />11' <br />_o <br />B <br />A5.0 <br />26 <br />1 <br />0 <br />N <br />1 <br />19 <br />60 <br />N <br />0 <br />to <br />cc <br />Q <br />w <br />co <br />Z <br />w <br />U <br />J <br />OF FC <br />a <br />U <br />LEE B.. <br />L <br />AR974.7G <br />z <br />J. i�"o <br />�e <br />LU <br />16018 <br />REVISION 1 11.13.2017 <br />0 <br />0 <br />0 <br />0 <br />0 <br />CONTRACT DATE: 08.13.2017 <br />BUILDING TYPE: ONE-OFF <br />PLAN VERSION: <br />SITE NUMBER: <br />STORE NUMBER: <br />FLOOR PLAN 1/4"=1'-0" Restaurant Shell <br />p <br />0 16 NOT USED. Zephyr Plaza <br />1ZEPHYRHILLS, FL <br />1-7 <br />METAL THRESHOLD. <br />OPROVIDE 2X4 STUDS LAID FLAT OVER SMOOTH FACE CMU FOR <br />18 INTERIOR BEARING WALLS. <br />Q 19 TRENCH DRAIN. SEE PLUMBING PLANS. <br />20 PREP OPENING FOR PROPOSED PHASE II DOOR. SEE SHEET A1.1. <br />21 PROVIDE 3-5/8" METAL STUD FURRING SET 5 1/2" FROM FACE OF WALL. <br />22 6" METAL STUD CONSTRUCTION. <br />GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION PHASE 1 <br />23 OF OWNER SUPPLIED WALK-IN COOLER DURING PHASE 1. INSTALL <br />PER MANUFACTURER INSTRUCTION, AND PER MIAMI-DADE <br />NOA#:17-0320.03 FLOOR <br />PLUMBING 24 LOCATION OF <br />ROOF STORM DRAIN PIPING. REFER TO CIVIL AND <br />GENERAL CONTRACTOR SHALL PROVIDE QUICK-SERV SC4030 BR PLAN <br />25 DRIVE-THRU WINDOW, WITH STOREFRONT TRANSOM ABOVE. SEE <br />SHEET Al. 1. <br />OTHE GENERAL CONTRACTOR SHALL PROVIDE PRICING FOR SUPPLY <br />26 AND INSTALLATION 8' TALL COMPOSITE FENCING AT REAR OF STORE.100 <br />KEY NOTES D PLOT DATE: Jan 03, 2018 - 10:20am <br />