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L <br />(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER — <br />8" C.M.U. FINISH PER ELEV. PLAN <br />PAVERS OR SLAB PER - <br />FINISH GRADE SPEC. <br />°o f <br />a Z CONCRETE FOOTING <br />MONOLITHIC FOUND. PER PLAN <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9' STARTER <br />COURSE S <br />1-4' ®2 ST Y ALT. CMU SEAT 0 -1Y2" <br />Eo1 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE: 1/2°=l'-0 <br />3/4' RECESS IN SLAB 10 1 /2' <br />FINISH FLOOR <br />4 " <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=l'-0 <br />8" C.M.U. WALL FINISH PER ELEVATION 3/4" RECESS IN SLAB <br />FINISH FLOOR <br />�- <br />I► <br />I <br />SLOPE <br />00 <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-0" <br />l'-4" 0 2 STORY <br />06 GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=l'-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 />TAPCONS 016' O.C. OR (2) ROWS 12d <br />1/2' G.W.B. EA. SIDE <br />GUN NAILS 012' O.C. <br />STEP PER PLAN <br />'SLOPE. <br />s <br />\ <br />o <br />4" <br />j'-Q" <br />6 <br />1/2" <br />(1) 14 ROD CONT. ON <br />CHAIRS UNO <br />8 THICKENED SLAB 0 GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMP) <br />PVC SLEEVE <br />l'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1/2'=l'-0 <br />z <br />m <br />N <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 />30"x3O"xl2" CONC. <br />FTG. w/ (3) #4 <br />r— REBAR EA. WAY <br />VEHICLE SIDE OF PEDESTAL <br />l, <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1 /2'=l'-0 <br />REBAR 3" <br />OM TOP & 10" <br />NO ® BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />FINISH <br />#5 REBAR <br />w/25" MIN LAP <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />I VLCONT. ON CHAIRS. <br />RECESS WITH SLAB <br />SLOPE <br />THICKENED SLAB EDGE <br />SCALE: 1 /2'=l'-0 <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1 /2'=1'-0 <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />SLAB <br />z <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP T1E (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />CMU COL. PER <br />PLAN <br />#5 REBAR <br />"' w/25" MIN LAP <br />Q <br />�0'-0" SLOPE <br />CD z <br />CONCRETE FOOTING m CD <br />PER PLAN <br />CD <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. (Concrete) <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />1'-4 ®2 STOR*Y <br />EXT. MASONRY WALL @ GARAGE <br />SCALE:1/2"=l'-0 - -- - SCALE:1/2'=1'-0 - <br />2-1/2' @ IMPACT <br />GROUT BED DOOR DOOR PER SPEC <br />PAVERS PER SPEC PAVERS PER <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />SLOPE a VARIES) <br />F 0'-0' F.F.7/ <br />PER PLAN SLOPE <br />111=I 1=1 1 l l00 <br />o <br />1=I i I —I I I —I - III I I <br />• '•s � III lll�,ll�- � � - , <br />1� MONOLITHIC FOUND. MONOLITHIC FOUND.__,--,-, <br />1�-4° ®2�STORY� w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1' 4° ®2-STORY <br />CONT. ON CHAIRS CONT. ON CHAIRS <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) <br />SCALE: 1 /2"=l'-0 <br />PAVERS TYP. <br />(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />Cl- <br />CONC. PER SCHEDULE W <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2'=1'-0 <br />12' SQUARE C.M. . <br />COL PER PLAN w (2) #5 REBAR W/ <br />25" LAP MIN. <br />0 EACH FILLED CELL <br />0'-0' SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONC. FOOTING PER PLAN <br />PER PLAN <br />MASONRY COL. ON SPREAD FTG. <br />SCALE: 1 /2'=l'-0 <br />S <br />a <br />DOOR PER SPEC <br />- ` •: <br />4)DOOR <br />THRESHOLD <br />PER PLAN <br />0- " <br />ALT. BRICK <br />I <br />PER PLAN <br />THRESHOLD <br />°� <br />111=I I <br />—III <br />3" <br />• -.. ; <br />I I = - <br />MONOLITHIC FOUND. <br />: . <br />W/ (2) #4 DIA. RODS <br />j-Q-Q <br />CONT. ON CHAIRS <br />07T.1-4 <br />FLUSH BRICK 0 2 STo�Y <br />THRESHOLD <br />EXTERIOR DOOR SILL @ ENTRY <br />(Concrete) <br />SCALE: 1 /2'=l'-0 <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />SIDE. SAME SIZE AS <br />= <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />'�� <br />�' . �. s• <br />NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />' .• <br />... .`••. . <br />WITH THE INTENT OF THE <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25' MIN. <br />PER PLAN <br />Of <br />LAP SPLICE <br />F12 REINF. PLACEMENT <br />AT FTG. CORNERS <br />SCALE: 1/2"=1'-0 <br />SCALE: 1/2'=l'-0 <br />O <br />MO <br />? <br />00 <br />M <br />� <br />O <br />0 <br />►r ^+ <br />v J\ <br />00 <br />n� <br />v' <br />U� <br />o <br />f� <br />wb�A <br />r <br />as <br />N <br />� <br />*Pultci sl,i3 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 08 2019 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />PROJECT TYPE <br />❑ THOMAS A. WEBER, PE <br />Single Famil <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />SPECIFICATION LEVEL <br />12-13-2019 <br />DATE <br />Pulte <br />111 111 , <br />E F �� <br />PLAN NAME <br />Hanover <br />B <br />_ * = <br />NPC CHILD NUMBER <br />2375.500 <br />OF <br />�LOR19 <br />SHEET <br />S-IONAL <br />S1.0 <br />/1�11111111 <br />