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I II I'I�LLI I II III <br />COUNTER ELEVATION <br />SCALE: 1 /2"=1'-O" <br />NOTE; REFERENCE SHT EQ1.0 FOR WIDTH OF SECTION <br />& LOCATION OF SINK. <br />CONTINUOS 2X6 EACH SIDE OF 2X4 VERTICAL STUDS <br />FASTEN WITH 3-10D NAILS TYPICAL EACH SIDE. <br />2-2X4 CONTINUOUS RUNNER --� <br />5/16"0 X 10" LAG BOLT WITH NUTS AND WASHERS <br />FOR CONNECTION TO BOTTOM CORD TYPICAL <br />SUSPENDED CEILING, <br />MATCH HEIGHT OF EXISTING <br />1/2" FIRE RETARDING PLYWOOD SHEATHING <br />EXTERIOR FACE OF 2X4 STUDS AT 24" ON <br />CENTER. EXTEND PLYWOOD 2" ABOVE CEILING <br />TYPICAL, <br />KITCHEN SIDE <br />CERAMIC TILE <br />2X4 CONTINUOUS RUNNER,_ <br />)DULAR CELL ELEVATIONS <br />ARE TYPICAL ELEVATIONS <br />2E NOT SITE SPECIFIC <br />6 FRONT ELEVATION <br />A3.0 SCALE:1/2"=1'-O" <br />2X6 CONTINUOS PLATE BOLTED TO BOTTOM CORD OF TRUSS <br />WITH DIAMETER BOLT WITH OVERSIZED WASHER. <br />STEEL ROOF JOIST AND DECK - <br />VERIFY DIRECTION OF SPAN (TYPICAL) <br />ELEV. VARIES <br />2X4 DIAGONAL BRACING <br />AT 24" ON CENTER <br />SUSPENDED CEILING, <br />MATCH HEIGHT OF EXISTING <br />NI <br />F.R.P. BEHIND MENU BOARD <br />SERVING SIDE <br />CERAMIC TILE <br />®I BOTTOM OF VALANCE <br />CERAMIC TILE ELEV. +6'-8" AFF. <br />(VERIFY AND MATCH EXISTING) <br />SECTION AT VALANCE PARTITION <br />SCALE: 1 "=1'-O" <br />SIDE ELEVATION <br />A3.0 SCAL.E:1/2"=1'V <br />BASE T( <br />I <br />PROVIDE LATERAL BRACING TO <br />STRUCT. ABOVE AT 48" O.C. <br />d CEILING <br />(H�) <br />7X" GYPSUM BOARD OR <br />PLYWOOD EACH SIDE OF <br />(PLAN) <br />4 <br />2X4 WOOD STUDS AT 24" O.C. <br />VERIFY FINISH WITH THE <br />FLOOR FINISH TO <br />DECOR COMPANY <br />MATCH EXISTING <br />P.T. WOOD AT FLOOR <br />(BASE) <br />ANCHOR WITH 3" SHORT <br />-• <br />PINS AT 48" O.C. <br />" <br />CONT. RUNNER; ANCHOR TO <br />LID <br />WITH 3" SHORT PINS AT 48" O.C. <br />INTERIOR <br />PARTITION <br />3 <br />A3.O SCALE: N.T.S. <br />NOTE: CONTRACTOR MAY USE WOOD OR METAL STUDS. <br />HALF DOOR ELEVATION <br />SCALE: 1 /2"=1'-O" <br />EXTEND COUNTER Y" <br />PAST PLYWOOD <br />0 <br />J <br />O <br />= <br />2'-6" <br />1'-9" CLEAR / <br />1" ADX PLYWOOD J <br />SUBSTRATE <br />F.R.P. OVER h" PLYWOOD <br />ON SERVING SIDE <br />G.C. TO PROVIDE NEW <br />CORIAN-TOP-MATCH <br />NEW COB UNIT <br />h"x4" CORIAN EDGE <br />7" <br />IV <br />6" MTL STUD AT 24" O.C. <br />MATCH NEW CBB UNIT FINISH - <br />VERIFY WITH THE DECOR COMPANY <br />PLYWOOD <br />CONT. RUNNER; ANCHOR TO FLOOR <br />WITH %* SHORT PINS AT 48" O.C. <br />SECTION AT COUNTER <br />A3.0 SCALE: 1 "=1'-O" <br />NOTE: CONTRACTOR MAY USE WOOD OR METAL STUDS. <br />FINISH AS PER DECOR COMPANY <br />EXISTING 1 /2" GYPSUM <br />BOARD OR PLYWOOD ON <br />EACH SIDE OF NEW <br />DOUBLE 20 STUDS <br />NEW 16 GAUGE HOLLOW <br />METAL FRAME (PAINT) <br />4V2" <br />9 DOOR FRAME DETAIL <br />A3.0 SCALE: 3" = 1'-O" <br />EXISTING ROOF JOIST <br />3/8" ALL THREAD (2) AT <br />EACH END AND AT 30" <br />O.C. MAX. SPACING <br />H �EXISTING LAY -IN -CEILING <br />TO REMAIN <br />HANGING SOFFIT AND LIGHTING <br />PROVIDED AND INSTALLED BY <br />DECOR CONTRACTOR <br />SECTION AT NEW DECOR SOFFIT <br />SCALE: 3/4" = 1'-O" <br />FLOOR FINISH TI <br />MATCH EXISTING <br />CAP (VERIFY WITH <br />:COR COMPANY) <br />WOOD LATERAL <br />X" GYPSUM BOARD OR <br />PLYWOOD EACH SIDE OF <br />20 WOOD STUDS AT 24" O.C. <br />FINISH TO BE VERIFIED WITH <br />THE DECOR COMPANY <br />WOOD AT FLOOR <br />CONT. RUNNER; ANCHOR TO FLOOR / <br />WITH 3" SHORT PINS AT 48" O.C. <br />INTERIOR LOW WALL <br />A3.0 SCALE: N.T.S. <br />NOTE: CONTRACTOR MAY USE WOOD OR METAL STUDS. <br />;owVtzC <br />� <br />8 <br />� <br />r Z <br />v <br />L='1 <br />z <br />yCr9 <br />® < <br />to <br />M trj <br />FINISHES TO BE COORDINATED WITH THE DECOR COMPANY <br />ALL WORK SHALL CONFORM WITH THE <br />LATEST ADOPTED EDITIONS OF THE 2004 <br />FLORIDA BUILDING CODE INCLUDING <br />ACCESSIBILITY, OTHER APPLICABLE <br />CODES 2006 AND 2007 SUPPLEMENTS <br />U <br />Z <br />CL <br />ce <br />O O O <br />8 w <br />a m = z 0 <br />� �0 <br />Z� W <br />z F_wW o <br />w <br />H 5 C W <br />a�O�.Z�� <br />=�ZF=-W <br />"E-M H <br />F� a- <br />a?n o�Q <br />SUOISIAa8 <br />M <br />Uj <br />a <br />a <br />W <br />O <br />Lo <br />qe <br />o <br />., <br />f ■ <br />og <br />I— > _o <br />Z �M <br />44 O <br />LL <br />Q J t� <br />1— Q j <br />Wes_ <br />WNW <br />ca <br />®a <br />®(ON <br />Q <br />Z <br />V <br />.A <br />® <br />Lj <br />i <br />w <br />Z��M <br />>K)07 <br />aM 1 0l� <br />O <br />N oar- <br />OJ0 °0 0 o <br />0� 00 -m <br />" 00 w <br />V)' w`. <br />Lod Z XJ <br />O:2 O Qw <br />N Q 2 LE <br />U <br />Z <br />a <br />w <br />z <br />�W <br />01 <br />IL <br />O <br />1, k4o <br />b <br />0 <br />1•� <br />a <br />w �s <br />QI I� <br />ob <br />U) U) <br />J Z <br />QO <br />WV <br />® W <br />Z J <br />mi <br />® Q <br />J <br />ACHAEL LUSKEY <br />TAZEQ. 0014M, <br />Q lE <br />THE DESIGN INDICATED IN THESE <br />CONSTRUCTION DOCUMENTS DOES TO <br />THE BEST OF MY KNOWLEDGE, <br />INFORMATION, AND BELIEF COMPLY WITH <br />THE APPLICABLE MINIMUM BUILDING <br />CODES <br />Sheet Number <br />A 3.0 <br />