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'PRIM I 11 'III H•I+n�ll <br />CONT. CONCRETE -FILLED <br />(TAMPED SOLID) 'U' BLOCK II <br />COURSE W/ (1) #5 CONT. II <br />LAP SPLICES MIN. 25" TYP, <br />J. I <br />P.. Il <br />(1) #5 VERT. REBAR IN CONC.- {I.' <br />z FILLED CELL (SEE FLOOR PLAN or LI <br />v~) FOUNDATION PLAN FOR REQUIRED <br />w LOCATIONS. LAP REBAR MIN, 25" zI <br />_ © SPLICES TYP. II` <br />U <br />m NEW 8x8x16 MASONRY UNITS If. <br />PAINT FINISH BOTH SIDES <br />°O (THIS LOCATION ONLY) ° I <br />I� <br />SAW -CUT EXIST. CONCRETE <br />SLAB THIS AREA FOR NEW <br />REQUIRED CONT. CONC. FTG. <br />EXISTING CONCRETE EXISTING CONCRETE <br />SLAB TO REMAIN I SLAB TO REMAIN <br />I <br />— — — — — — — — — — — — — • ° 'a.J ��._ a 77 ° <br />( 4 I °d <br />00 <br />N <br />IN <br />CONT. CONCRETE -FILLED <br />(TAMPED SOLID) 'U' BLOCK II <br />COURSE W/ (1) #5 CONT. I <br />LAP SPLICES MIN. 25" TYP. <br />. Il • <br />LI. <br />(1) #5 VERT. REBAR IN CONC.- �I . <br />FILLED CELL (SEE FLOOR PLAN or •°II`. <br />FOUNDATION PLAN FOR REQUIRED <br />LOCATIONS, LAP REBAR MIN. 25" EA�l <br />@ SPLICES TYP, <br />NEW 8x8x16 MASONRY UNITS t1. <br />PAINT FINISH INTERIOR SIDE II <br />ON LY ° I <br />II <br />NEW MIN. 6" THICK 3,000psi ° F T <br />CONCRETE W/ 10 / 10 6x6 W.W.F. I <br />AND FIBERCRETE REINFORCING. E.41 <br />TOP OF NEW SLAB TO MATCH I <br />TOP EXISTING CONCRETE SLAB <br />ELEVATION (TYP.) I <br />�:II <br />v <br />d <br />TYP. EXTERIOR SIDE: <br />FINISH W. STUCCO TO MATCH <br />EXISTING MASONRY WALL. <br />INSTALL PER ASTM C-926 <br />TYP. <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 />CONT. CONCRETE -FILLED <br />fl (TAMPED SOLID) 'U' BLOCK <br />II: COURSE W/ (1) #5 CONT. <br />LAP SPLICES MIN. 25" TYP. <br />TYP. EXTERIOR SIDE: II' <br />FINISH W. STUCCO TO MATCH <br />EXISTING MASONRY WALL. II (1) #5 VERT. REBAR IN CONC.- <br />INSTALL PER ASTM C-926 I FILLED CELL (SEE FLOOR PLAN or z <br />TYP. FOUNDATION PLAN FOR REQUIRED Cn <br />LOCATIONS. LAP REBAR MIN. 25" w <br />°I:I • Q SPLICES TYP. <br />H <br />I�< NEW 8x8x16 MASONRY UNITS <br />PAINT FINISH INTERIOR SIDE <br />ONLY 00 <br />I NEW MIN. 6" THICK 3,000psi <br />I CONCRETE W/ 10 / 10 6x6 W.W.F. <br />EXISTING SURFACE I I°. AND FIBERCRETE REINFORCING. <br />GRAVEL TO REMAIN I.I.. TOP OF NEW SLAB TO MATCH <br />TOP EXISTING CONCRETE SLAB <br />L . ELEVATION (TYP.) <br />11 . <br />e <br />All. <br />NEW CONT. MIN. 1'-4" wide--,"\/�r\ % <br />x 1 -8 high CONC. FTG. <br />W/ (2) #5's CONT. LAP 1'-4" NEW CONT. MIN. 1'-8" wide 1 �-8.p 1 '-8» NEW CONT. MIN. 1'-8" wide <br />SPLICES MIN. 25" TYP. MIN. x 1'-8" high CONC. FTG. MIN. MIN. x 1'-8" high CONC. FTG. <br />W/ (3) #5's CONT. LAP W/ (3) #5's CONT. LAP <br />3'-0" SPLICES MIN. 25" TYP. SPLICES MIN. 25" TYP. <br />WALL C SE TION WALL SECTION WALL SECTION <br />SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" SCALE 3/4" <br />I <br />© COPYRIGHT, <br />2017 <br />H. THAYER HERSOM, <br />ARCHITECT <br />AND ASSIGNED OTHERS. <br />NO <br />UNAUTHORIZED <br />USE <br />OF ANY <br />PART OR ENTIRE DRAWING AS <br />PRINTED ON THIS <br />SHEET. <br />� <br />' 1 <br />�., J <br />L <br />O <br />U <br />�.1.� <br />0 <br />a <br />rill <br />E <br />Q <br />E <br />E <br />U <br />01� <br />0 <br />Q <br />r <br />>, <br />v <br />r <br />L <br />0 <br />LL.I <br />> <br />(/) <br />ry <br />(2f <br />0 <br />W <br />� <br />cU <br />LL <br />L.Li <br />Lli <br />Q <br />� <br />I <br />- <br />0 <br />00 <br />a <br />v <br />= <br />�-- <br />NI <br />---a <br />c <br />cq <br />w co <br />rx co <br />. <br />� o � <br />z <br />E w :� <br />x a <br />r O N <br />r U <br />r H a <br />o co <br />E <br />E x <br />Ln H c° <br />w i- <br />z co <br />C� <br />9 � <br />00- P4 pl-) 00 <br />0 <br />V) U <br />U �' <br />ono <br />M Ul <br />� 00 <br />rn I <br />�U_ Ln <br />rn <br />o <br />0o "� o Ln <br />a� <br />Co00 <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 />i <br />I' <br />RISK CLASSIFICATION: II pI-,,, �Er <br />BUILDING CLASSIFICATION: II 17052 <br />BASIC WIND SPEED: 140 m.p.h, i,atl_ <br />WIND IMPORTANCE FACTOR: 1 10/17/17 <br />WIND EXPOSURE: C SHEET <br />WALL SECTIONS A-J <br />/� 3 <br />