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EXISTING GRAVEL <br />AREA TO REMAIN <br />IN <br />N. <br />/ EXISTING GALV. <br />/ POST TO REMAIN <br />/ RELOCATE EXISTIN <br />/ 5' wide GALV. Cl <br />GATE <br />NEW GALV. POST <br />/ EXISTING 6' high <br />/ C.L. FENCE TO <br />/ REMAIN (TYP. <br />THREE SIDES) <br />/ CONC. GROUT FILLED <br />BLOCK CELLS AS IN- <br />DICATED W/ (1) #5 <br />VERT. REINFORCING <br />IN CONT. FROM FTG. TO <br />TIE BM. LAP SPLICES <br />MIN. 25" & WIRE TIE. <br />C <br />�o <br />.° <br />r61 <br />NEW 7'-3"+/- x 6' high GATES. <br />VINYL SLATS ON GALV. STEEL Z� NFL Ti�S <br />Its, TUBE FRAME (TYP. OF TWO) <br />60 <br />4� �--- 6" dio. J" THK. <br />CONC. 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CONC. <br />SLAB ELEV. & EMBEDDED MIN. 3' <br />INTO 3,000 PSI CONCRETE <br />(TYP. 2 NEW BOLLARDS) <br />NEW MIN. 4" THICK 3,000psi <br />CONCRETEWALK W/ FIBERCRETE <br />REINFORCING. <br />TOP OF NEW SLAB TO MATCH <br />TOP EXISTING CONCRETE SLAB <br />ELEVATION (TYP.) <br />NEW MIN. 6 THICK 3,000psi <br />CONCRETE W/ 10 / 10 6x6 W.W.F. <br />AND FIBERCRETE REINFORCING. <br />TOP OF NEW SLAB TO MATCH <br />TOP EXISTING CONCRETE SLAB <br />ELEVATION (TYP.) <br />EXISTING GATE <br />TO REMAIN <br />EXISTING LANDSCAPED <br />ISLAND TO REMAIN <br />MASONRY CELL LEGEND <br />■ CONCRETE FILLED CELL W/ VERT. <br />REINF. (1-#5 VERT. LAP SPLICES <br />MIN. 25" & TIE W/ WIRE). NOTE: <br />STEEL REINF. FROM FTG. TO TOP <br />MASONRY COURSE. <br />CONC. GROUT FILLED <br />BLOCK CELLS AS IN- / <br />DICATED W/ (1) #5 <br />VERT. REINFORCING / ^/ <br />CONT. FROM FTG. TO <br />TIE BM. LAP SPLICES <br />MIN. 25" & WIRE TIE. <br />NEW MIN. 6" THICK 3,000psi <br />CONCRETE W/ 10 / 10 6x6 W.W.F. <br />No ,� AND FIBERCRETE REINFORCING. `=' /' / ^,) <br />TOP OF NEW SLAB TO MATCH TOP EXISTING CONCRETE SLAB / <br />ELEVATION (TYP.)` <br />C F'rSly Co / <br />i� l „NC <br />Z <br />co <br />o �o <br />�o <br />O <br />EXISTING CONC. <br />\ FILLED STEEL <br />\ BOLLARDS TO REMAIN <br />0 (TYP. OF SIX) ­,, <br />X <br />76' <br />'<'�� <br />Ar1 <br />n <br />�X/SANG <br />FNc� �SU <br />RF waTy <br />(110 R <br />F,yq/NJ <br />EXISTING <br />ELECTRICAL <br />TRANSFORMER <br />TO REMAIN <br />75 kVA <br />208Y / 120 <br />FOUNDATION PLAN <br />SCALE ,i4.. _ , -a <br />6' <br />n <br />NEW 6" THICK CONCRETE APRON. <br />3,000 PSI CONCRETE W/ <br />FIBERMESH REINFORCING <br />STEEL BOLLARDS 5' ABV. CONC. <br />SLAB ELEV. & EMBEDDED MIN. 3' <br />INTO 3,000 PSI CONCRETE <br />(TYP. 2 NEW BOLLARDS) <br />NEW MIN. 4" THICK 3,000psi <br />CONCRETEWALK W/ FIBERCRETE <br />REINFORCING. <br />TOP OF NEW SLAB TO MATCH <br />TOP EXISTING CONCRETE SLAB <br />ELEVATION (TYP.) <br />EXISTING LANDSCAPED <br />ISLAND TO REMAIN <br />FOUNDATION SCHEDULE <br />QA <br />NEW <br />CONT. MIN. 1'-4" wide x 1'-8" high <br />CONC. FTG. <br />W/ <br />(2) #5's CONT. <br />LAP SPLICES MIN. 25" <br />TYP. <br />© <br />NEW <br />CONT. MIN. 1'-8" <br />wide x 1'-8" high <br />CONC. FTG. <br />W/ <br />(2) #5's CONT. <br />LAP SPLICES MIN. 25" <br />TYP. <br />© <br />NEW CONT. MIN. 1'-8" wide x 1'-8" high <br />CONC. FTG. <br />W/ <br />(3) #5's CONT. <br />LAP SPLICES MIN. 25" <br />TYP. <br />RISK CLASSIFICATION: II <br />BUILDING CLASSIFICATION: II <br />BASIC WIND SPEED: 140 m.p.h. <br />WIND IMPORTANCE FACTOR: 1 <br />WIND EXPOSURE: C <br />FLOOR PLAN and FOUNDATION PLAN <br />i <br />I <br />CQ COPYRIGHT, 2017 <br />H. THAYER HERSOM, ARCHITECT <br />AND ASSIGNED OTHERS. NO <br />UNAUTHORIZED USE OF ANY <br />PART OR ENTIRE DRAWING AS <br />PRINTED ON THIS SHEET. <br />U «N o <br />� V <br />W o 0 <br />= Q E' <br />U J 0 <br />LL N <br />t <br />a� <br />Q <br />v <br />t <br />C� <br />G W <br />O> <br />of <br />Of 0 Cn <br />w LLJ 0 <br />W <br />LLJ �ofo� <br />(o <br />Q {�— LL. <br />�— 0 000 <br />cf) a� <br />c <br />N � � <br />1 ' , <br />CQ <br />w c`o <br />o <br />Z <br />E w <br />r O N <br />r U <br />r o <br />o a <br />E <br />N'f E" o <br />w� <br />z <br />co <br />cn <br />134 � <br />M cV <br />® Lr) <br />V) U <br />U -0 14- <br />ono <br />clfro00 <br />N I <br />L Ln <br />O U') <br />o � � <br />d <br />a� <br />U0 <br />cV v op <br />THESE CONSTRUCTION DOCUMENTS <br />HAVE BEEN PREPARED BY <br />H. THAYER HERSOM, ARCHITECT <br />(FL. AR10528) AND ARE HEREBY <br />CERTIFIED TO COMPLY WITH ALL <br />APPLICABLE SECTIONS OF THE <br />FLORIDA BUILDING CODE, 5th <br />EDITION (2014). <br />17052 <br />10/17/17 <br />SHEET <br />A-2 <br />A-3 <br />