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(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />FINISH GRADE <br />00k.jj <br />p Z_ <br />MONOLITHIC FOUND. ' <br />W/ (2) #4 DIA. RODS A <br />CONT. ON CHAIRS 9" STARTER <br />7�02ST <br />COURSE ' ~ <br />1Y ALT. CMU SEAT 0 -lV <br />o�EXTERIOR MASONRY WALL M FROM TOP of SLABMASONRY WALL M FROM TOP of SLAB <br />SCALE: 1/2"=1'-O <br />3/4' RECESS IN SLAB 10 1/2" 8" C.M.U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR <br />SLOPE <br />�-MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />os GARAGE DOOR RECESSED SILL <br />SCALE 1/2'=1'-0 RECESS WITH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAP60NS 016' O.C. OR (2) ROWS 12a 1/27 G.W.B. EA. SIDE <br />QM NAILS 612' O.C. <br />STEP PER PLAN <br />SLOPE <br />1l-0" 6 2' (1) 14 ROD CONT ON <br />CHAIRS UNO <br />STEP CONDITION <br />THICKENED SLAB @. GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />1'-4" 0 2 STORY <br />SCALE 1/2'=l'-0 <br />8' C.M.U. FINISH <br />PER ELEV. <br />FlNISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. —` <br />CONCRETE FOOTING— <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN . + <br />(IF REQUIRED) — <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. WALL CORNER ON SPREAD FTG. i <br />SCALE 1/2"=1'-0 <br />3/4' RECESS IN SLAB - <br />FINISH FLOOR <br />WITH SLAB <br />#5 REBAR <br />w/25' MIN LAP <br />CD <br />J Q Z <br />m c <br />o z <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />2x P.T. RATE SECURED TO SUB w/ <br />,V POWDER ACTUATED FASTENERS OR Vk <br />TAIM 016' at OR (2) ROWS 12d <br />0 NAILS 012' O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />CMU COL. <br />PLAN <br />4-O" SLOPE <br />CONCRETE FOOTING- <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-O <br />#5 REBAR <br />w/25" MIN LAP <br />" w <br />co cJ Q z <br />W <br />m <br />o z <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRQCK BOTH WAYS <br />ER POURED CURB <br />FINISH GRADE <br />r: <br />�i —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />i '_ • CONT. ON CHAIRS <br />1'-4' 0 2 STORY <br />0 2STORRYY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2"=l'-0 <br />LD <br />' 0 IMPACT a <br />GROUT BED DOOR PER SPEC <br />S PER SPEC i PAVERS PER 3 a <br />NESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />a VARIES) ` <br />J� _ <br />` PER PLANSLOPE ¢ALT. BRICK <br />� _- THRESHOLD <br />..I:i..i.l,-.. � o III I6 <br />F� J <br />MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" <br />w/(2) 14 DIA. RODS w/(2) #4 DIA. RODS t <br />1-4 0 2-STORY CONT ON CHAIRS 1-4 0 2-STORY <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />00 <br />_! <br />CONT. ON CHAIRS ALT. FLUSH BRICK <br />YERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD WERIOR [ <br />SCALE: 1/2'=l'-0 SCALE 1/2'=l'-O SCALE 1/2'=l'-0 <br />(1) #4 ROD CONT. ON <br />2x AT 24"O.C. MAX. CHAIRS <br />TYPICAL 3 1/2" CONC. <br />FINISH GRADE SLAB <br />1/2' G.W.B. EA SIDE .��Frat 1 1 44 <br />THICKENED SLAB EDGE <br />SCALE: 1 /2'=1'-O <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) (1) 14 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. a <br />a <br />CONC. PER SCHEDULE w <br />a <br />SLOPE TO DRAIN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON `a :i' `.. r. ,...,: ,:,..,.• <br />CHAIRS <br />Fps SHOWER RECESS <br />SCALE: 1/2'=l'-O <br />PAVERS TYP. <br />(1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />PLAN <br />PER PLAN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />1'-O' L CONT. ON CHAIRS <br />1'-4' 0 2 ST Y <br />�* <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />:' <br />:';� <br />�j <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />•::: ` <br />�' <br />SIDE. SAME SIZE AS <br />CONT FOOTING STEEL <br />•� <br />t <br />:� .: <br />=:::�. �:; s•. <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE: PROVIDE CONT': <br />STEEL RONF. BARS BENT <br />; <br />` '; : <br />BARS EQUALS NUMBER <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25' MIN. <br />PER PLAN <br />00 <br />LAP SPLICE <br />F 2 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2'=l'-O <br />a <br />N <br />O <br />N <br />CD <br />a <br />0 <br />U <br />C.Q.A.# ARCHITECTURE. <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29U9 <br />0 THOMAS A. WEBER, r <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E. # 86026 FLORIDA <br />6m21 <br />DATE i`%ttIlllill rr <br />No. <br />r •� <br />STA • Q'jr�+ <br />4 <br />/ oRwoll --41 <br />?� . <br />O <br />c'n <br />V_• <br />v <br />00 <br />0 <br />iH <br />O <br />00 <br />Aa, <br />v <br />m�m <br />N <br />M <br />Vv <br />� <br />m <br />• <br />v <br />15 <br />O <br />� <br />w <br />co <br />N <br />� <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pt lte <br />