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0 <br />CONT. CONCRETE —FILLED <br />(TAMPED SOLID) 'U' BLOCK <br />COURSE W/ (1) #5 CONT. <br />LAP SPLICES MIN. 25" TYP. <br />(1) #5 VERT. REBAR IN CONC.— ►I. <br />z FILLED CELL (SEE FLOOR PLAN or II' <br />c~n FOUNDATION PLAN FOR REQUIRED <br />w LOCATIONS. LAP REBAR MIN. 25" <br />SPLICES TYP. <br />a <br />NEW 8x8x16 MASONRY UNITS II <br />PAINT FINISH BOTH SIDES <br />c (THIS LOCATION ONLY) °I I. <br />SAW —CUT EXIST. CONCRETE <br />SLAB THIS AREA FOR NEW I.) <br />REQUIRED CONT. CONC. FTG. ;I <br />EXISTING CONCRETE EXISTING CONCRETE <br />SLAB TO REMAIN I SLAB TO REMAIN <br />I <br />— — — — — — — — — — — — — - ° ° I I — e °. <br />\41 <br />CONT. CONCRETE—FILLED4CONT. CONCRETE —FILLED <br />(TAMPED SOLID) 'U' BLOCK I�.. (TAMPED SOLID) 'U' BLOCK <br />COURSE W/ (1) #5 CONT. I II: COURSE W (1 <br />LAP SPLICES MIN. 25" TYP. LAP SPLICESMIN#525" TYP. <br />11. TYP. EXTERIOR SIDE: TYP. EXTERIOR SIDE: II <br />FINISH W. STUCCO TO MATCH FINISH W. STUCCO TO MATCH <br />(1) #5 VERT. REBAR IN CONC.— ail. EXISTING MASONRY WALL. EXISTING MASONRY WALL. If (1) #5 VERT. REBAR IN CONC.— <br />CD FILLED CELL (SEE FLOOR PLAN or d II. INSTALL PER ASTM C-926 INSTALL PER ASTM C-926 FILLED CELL (SEE FLOOR PLAN or z <br />c~n FOUNDATION PLAN FOR REQUIRED TYP. TYP. FOUNDATION PLAN FOR REQUIRED c~n <br />,x LOCATIONS. LAP REBAR MIN. 25" elf II <br />_ II LOCATIONS. LAP REBAR MIN. 25" w <br />©SPLICES TYP. <br />°II e ® SPLICES TYP. <br />a �1 hl . a <br />� NEW 8x8x16 MASONRY UNITS II ° NEW 8x8x16 MASONRY UNITS <br />PAINT FINISH INTERIOR SIDE ° PAINT FINISH INTERIOR SIDE <br />00 ONLY I ONLY 00 <br />I 4�I . �O <br />NEW MIN. 6" THICK 3,000psi ° �. NEW MIN. 4" THICK 3,000psi I I° NEW MIN. 6" THICK 3,000psi <br />CONCRETE W/ 10 / 10 6x6 W.W.F. I CONCRETEWALK W/ FIBERCRETE I CONCRETE W/ 10 / 10 6x6 W.W.F. <br />AND FIBERCRETE REINFORCING. I REINFORCING. EXISTING SURFACE I I AND FIBERCRETE REINFORCING. <br />TOP OF NEW SLAB TO MATCH dl TOP OF NEW SLAB TO MATCH GRAVEL TO REMAIN I. TOP OF NEW SLAB TO MATCH <br />TOP EXISTING CONCRETE SLAB I TOP EXISTING CONCRETE SLAB I TOP EXISTING CONCRETE SLAB <br />ELEVATION (TYP.) I ° ELEVATION (TYP.) I, ELEVATION (TYP.) <br />II e II . <br />° ° <br />— ----___ —sd e°. 7—.° — <br />r\ \ \ \ \ \ \ II e ° <br />00 <br />X <br />° <br />e: 4 <br />a e .. , <br />NEW CONT. MIN. 1 —4 wide <br />_/ ��\ \�\ j,\� \�\� aye\ j \� �j�� ,\\�� \ �/� X� �X�\� <br />x 1 —8 high CONC. FTG. <br />W/ (2) #5's CONT. LAP 1'-4" NEW CONT. MIN. 1'-8" wide 1,_8„ 1'-871 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 SECTION `� ' WALL SECTION- <br />SECO"TION- <br />SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" <br />CO COPYRIGHT, 2017 <br />H. THAYER HERSOM, <br />ARCHITECT <br />AND ASSIGNED <br />OTHERS. NO <br />UNAUTHORIZED <br />USE OF ANY <br />PART OR ENTIRE DRAWING <br />AS <br />PRINTED ON THIS SHEET. <br />00 <br />E <br />U <br />I <br />° <br />W <br />o <br />.0 <br />r <br />= <br />Q <br />cE <br />U <br />r <br />L <br />L_ <br />L. <br />0 <br />LLJ <br />(/-) <br />n <br />ry <br />C) <br />T <br />/^I <br />W <br />LLJ <br />�N <br />LJj-1L <br />rt <br />0 <br />QV <br />ry <br />Q <br />LLJ <br />< CO <br />i- <br />O a' <br />Q <br />C <br />00 <br />� <br />� C <br />N <br />Q n' <br />1 <br />1 <br />W <br />cco <br />4 <br />o <br />w <br />Q) <br />E <br />z <br />w <br />r <br />O <br />N <br />r <br />r <br />o <br />0 <br />E <br />E <br />=i <br />to <br />E" <br />44 <br />� <br />w <br />♦0 <br />� N <br />0 <br />U <br />c <br />p r� O <br />L0 <br />n00 <br />U) I <br />ccy) <br />�n <br />O <br />o Ln <br />U <br />o E 0- <br />N <br />p pp <br />CO (- <br />THESE CONSTRUCTION <br />DOCUMENTS <br />HAVE BEEN PREPARED <br />BY <br />H. THAYER HERSOM, ARCHITECT <br />(FL. AR10528) AND ARE HEREBY <br />CERTIFIED TO COMPLY <br />WITH ALL <br />APPLICABLE SECTIONS <br />OF THE <br />FLORIDA BUILDING <br />CODE, <br />5th <br />EDITION (2014). <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 />17052 <br />10/17/17 <br />SHEET <br />A-A-33 <br />