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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 />-0'-0" <br />PAVERS OR SLAB PER -),SLOPE <br />FINISH GRADE <br />SPEC. <br />MONOLITHIC FOUND. <br />160 a <br />o Z <br />CONCRETE FOOTING <br />PER PLAN <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />9" STARTER <br />1'-0" <br />COURSE ' <br />1-4' 22 ST Y <br />ALT. CMU SEAT ® —1Y" <br />�01 EXTERIOR MASONRY WALL FTG <br />FROM TOP OF SLAB <br />Fo3c MASONRY WALL CORI <br />SCALE: 1 /2'=1'-0 <br />3/4" RECESS IN SLAB 10 1 /2n <br />FINISH FLOOR <br />vj " <br />w <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 />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=1'-0 RECESS WITH PAVERS <br />2x AT 24'0.C. MAX. <br />A P.T. PLATE SECURED TO SLAB w/ <br />3' PONDER ACTUATED FASTENERS OR <br />TAPCONS ®16' O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE <br />GUN NAILS ®12' O.C. <br />STEP PER PLAN <br />SLOPE r•CD <br />L4" <br />1-0" 611 /2' (1) #4 ROD CONT ON <br />CHAIRS UNO <br />os THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMP, <br />PVC SLEEVE <br />1'-4' ®2 STORY <br />F13) BEARING PENETRATION DETAIL <br />SCALE: 1 /2'=1'-0 <br />Cf <br />8" C.M.U. FINISH <br />PER ELEV, <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />IDE <br />30"x30"x12" CONC. <br />FTC. w/ (3) #4 <br />r REBAR EA. WAY <br />L J <br />VEHICLE SIDE OF PEDESTAL <br />30" ], <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1/2'=1'-0 <br />_z <br />REBAR 3" <br />OM TOP & 10" <br />ND ® BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />SCALE: 1 /2"=1'-0 <br />3/4' RECESS IN SLAB — <br />FINISH FLOOR <br />PER PLAN <br />NER ON SPREAD FTG. <br />CMU COL PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP "' <br />Q <br />-0'—O' ' SLOPE <br />U., <br />C�' ¢ z <br />m CONCRETE FOOTING PER PLAN <br />PER PLAN <br />iers� MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE 1/2"=1'-0 <br />#5 REBAR <br />w/25' MIN LAP <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />i'-4' ®2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE 1/2'=1'-0 <br />POURED CURB <br />FINISH GRADE <br />MONOLITHIC FOUND. <br />W/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />12" SQUARE C.M. . <br />COL PER PLAN cn (2) #5 REBAR w/ <br />w <br />25" LAP MIN. <br />0 EACH FILLED CELL <br />OL 0'-0" SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONC. FOOTING PER PLAN <br />PER PLAN <br />636MASONRY COL, ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />LID <br />2 ® IMPACT a <br />8" C.M.U. WALL FINISH R " <br />PER ELEVATION GROUT BED DOOR PER SPEC Q n <br />VERS PER SPEC a PAVERS PER 3 DOOR PER SPEC <br />IC-4ICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />w DOOR THRESHOLD PER PLAN <br />a VARIES) <br />0' 0'-0" F.F. SLOPE O'-0" <br />SLOPE <br />—I — • . MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE SLAB <br />SLOPE <br />•—� ,. <br />14 <br />,. I N-4-E <br />� <br />THICKENED SLAB EDGE <br />SCALE: 1 /2"=1'-O <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1/2"=1'-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />:.:.J PER PLAN <br />PER PLAN ALT. BRICK <br />THRESHOLD <br />a <br />X <br />..... _ <br />00 <br />00o III—III�I�'' Z00 <br />a <br />+� • I�I�I "' •,.•'. —III- n � ;�.•' II ICI=1�I <br />. — I �- 3 a _ MONOLITHIC FOUND. <br />1'—On MONOLITHIC FOUND. MONOLITHIC FOUND. 1'—On — W/ (2) #4 DIA. RODS <br />1'-4" ®2 STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1-On CONT. ON CHAIRS <br />CONT. ON CHAIRS CONT. ON CHAIRS 1-4" ®2-STORY w ,.; III ALT. FLUSH BRICK 1-4 <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2"=1'-0 SCALE 1/2'=1'-0 <br />PAVERS TYP. <br />arm <br />(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />(1) #4 REINFORCMENT 4n SEE FOUNDATION PLAN 4" <br />BAR CONT. Q <br />CONC. PER SCHEDULE w <br />SLOPE TO DRAIN <br />1 SHOWER RECESS <br />SCALE: 1 /2"=1'-0 <br />„ <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />:�+` <br />:• <br />'_'� <br />MIN. LAP SPLICE EACH <br />AS IEQ'D IN PLAN <br />' ` <br />SIDE. SAME SIZE AS <br />+ <br />�' <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE PROVIDE CONT <br />STEEL RONF. BARS BENT <br />!' ir <br />, ... - . <br />_~ ` ` ' '' <br />BARS EQUALS NUMBER <br />OF CONE BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF <br />BUILDING CODE <br />NUMBER OF REBAR <br />25' MIN. <br />P <br />PER PLAN <br />LAP SPUCE <br />Fie REINF. PLACEMENT AT FTG, CORNERS <br />SCALE: 1 /2"=1'-O <br />SCALE: 1/2"=1'-0 <br />C.Q.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />D THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12-13-2019 <br />DATE 1���11ftllttl��! <br />ATE OF•�( • <br />r <br />o <br />MO <br />? <br />\'J <br />0o <br />O <br />\ <br />O <br />00 <br />n <br />�.f <br />1� <br />d1 <br />41 <br />U <br />M <br />CIS <br />"O <br />�—' <br />w <br />bA <br />r" <br />/ <br />C// <br />tC3 <br />N <br />� <br />-KEW- <br />mpulteGroup <br />s <br />N <br />m <br />o <br />i <br />' < I;;. <br />SO <br />r—+ <br />O <br />V <br />0 �Q� <br />L� <br />O O <br />O Cn <br />O <br />w <br />Cu � O <br />0 <br />P77 <br />RODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S1.0 <br />