Laserfiche WebLink
EXISTING GRAVEL <br />AREA TO REMAIN <br />\ <br />/ EXISTING GALV. \ <br />POST TO REMAIN \ \ <br />/ RELOCATE EXISTING <br />/ 5' wide GALV. C.L. <br />GATE _ZZ <br />/ Z <br />NEW GALV. POST <br />/ EXISTING 6' high ,, � <br />/ C.L. FENCE TO \Q Z <br />/ REMAIN (TYP. �o=Z;. <br />/ THREE SIDES) �� co <br />CONC. GROUT FILLED <br />BLOCK CELLS AS IN- o } <br />\ DICATED W/ (1) #5 <br />\ \ \ VERT. REINFORCING `cZ <br />\ \ CONT. FROM FTG. TO <br />\ \ TIE BM. LAP SPLICES �- <br />\ \ \ MIN. 25" & WIRE TIE. <br />Cb <br />\ <br />\ <br />•��,� COMPACTOR/DUMPSTER <br />/i <br />EXISTING CONC. <br />FILLED STEEL <br />BOLLARDS TO REMAIN <br />-,o (TYP" OF SIX) <br />�GO� <br />�O Q 4F / <br />le� V / <br />.\ <br />duPx <br />�— 6" dia. THK. <br />CONC. FILLED STEEL <br />BOLLARDS. --� <br />3-0 x 3-0 (VERIFY) <br />DOOR: VERIFY EXACT <br />REQUIREMENTS W/ OW <br />& COMPACTOR SUPPLI <br />REMOVE & RELOCATE <br />EXIST. 5' wide C.L. <br />GATE <br />I <br />REMOVE (3) EXISTING <br />GATES <br />\ Fy, <br />\ <br />/ST\C�NC <br />2b <br />F�/ST/Nc <br />MSS°tiRr <br />FNQ 0 <br />RF �/�Tti <br />iT° R <br />FMB/N� <br />EXISTING <br />ELECTRICAL <br />TRANSFORMER <br />TO REMAIN <br />75 kVA <br />208Y / 120 <br />FLOOR PLAN - <br />SCALE 1 /4" = 1'-0" <br />C•� <br />T <br />NEW 7'-3"+/- x 6' high GATES. <br />VINYL SLATS ON GALV. STEEL <br />TUBE FRAME (TYP. OF TWO) <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 />iri 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 />OPEN STORA <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 />76, <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 />l <br />oZ / <br />w / <br />�' c / NEW MIN. 6" THICK 3,000psi / <br />o CONCRETE W/ 10 / 10 6x6 W.W.F. / <br />�o w AND FIBERCRETE REINFORCING. / <br />vZ / TOP OF NEW SLAB TO MATCH <br />TOP EXISTING CONCRETE SLAB <br />�T / ELEVATION (TYP.)--,, <br />// ^' <br />C <br />EXISTING CONC. <br />FILLED STEEL <br />BOLLARDS TO REMAIN <br />() (TYP. OF SIX) --,, <br />2 <br />T//vc <br />M4S°nRr <br />FNC� °SU <br />RF �/�Tti <br />00 R <br />FMgiNJ <br />EXISTING <br />ELECTRICAL <br />TRANSFORMER <br />TO REMAIN <br />75 kVA <br />208Y / 120 <br />FOUNDATION PLAN <br />SCALE 1/4 V-0 <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 />DA NEW CONT. MIN. 1'-4" wide x 1'-8" high CONC. FTG. <br />W/ (2) #5's CONT. LAP SPLICES MIN. 25" TYP. <br />© NEW CONT. MIN. 1'-8" wide x 1'-8" high CONC. FTG. <br />W/ (2) #5's CONT. LAP SPLICES MIN. 25" TYP. <br />QC NEW CONT. MIN. 1'-8" wide x 1'-8" high CONC. FTG. <br />W/ (3) #5's CONT. LAP SPLICES MIN. 25" 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 />1 <br />© 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 Doo <br />W <br />r C <br />— Q <br />orf <br />a� <br />t <br />< <br />v <br />c� <br />c LLJ <br />O> <br />f <br />LL.J ry (o <br />rn <br />(ro <br />Qa° <br />LiJ <br />cD <br />�o�00 <br />c <br />r <br />= N ¢ a <br />1 <br />1 <br />Lo <br />co <br />J O r <br />z <br />04 <br />r O W7 <br />r u <br />r <br />Gj u oo <br />E <br />� x � <br />LA E- <br />z C\2 <br />cc <br />to <br />04 <br />M CV <br />O _ �' <br />:� U <br />U <br />N U <br />�° ro Lo <br />� <br />� co <br />I <br />wow rn <br />"' o <br />r O � o Ur, <br />aM <br />V CNo00 <br />co �_ <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 />�1 <br />17052 <br />10/17/17 <br />SHEET <br />A-2 <br />A-3 <br />