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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 />OIL-0'-O" PAVERS OR SLAB PERK <br />FINISH GRADE SPEC. <br />°o <br />CONCRETE FOOTING <br />MONOLITHIC FOUND. ' . ,'. o PER PLAN <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9' STARTER <br />1-0' COURSE <br />1-4' 0 2 STY ALT. CMU SEAT 0 41 <br />�0EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />J, PER PLAN J, <br />WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 SCALE 1/2'=1'-0 <br />8" C.M.U. WALL FINISH <br />3/4' RECESS IN SLAB 10 1 /2" PER ELEVATION 3/4' RECESS IN SLAB — <br />FlNISH FLOOR-------- FINISH FLOOR <br />cn " <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°O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB r/ <br />3' PONDER ACTUATED FASTENERS OR —\\ <br />TAPCONS 016' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS 0 It O.C. <br />STEP PER PLAN <br />SLOPE <br />4 <br />1'-0" 6 1/2" (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />THICKENED SLAB Ca) GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMP) <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1 /2'=1'-0 <br />VEHICLE SIDE OF PEDESTAL <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'x30"x12" CONC. <br />FTG. w/ (3) #4 <br />REBAR EA. WAY <br />#4 REBAR 3" <br />FROM TOP & 10" <br />BEND 0 BOTTOM <br />a <br />I I I <br />m ' N <br />30" <br />GAS WATER HEATER PEDESTAL <br />SCALE 1/2'=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS <br />0 <br />CV <br />E <br />U <br />w <br />0 <br />J <br />#5 REBAR <br />w/25" MIN LAP <br />Z) <br />m Q) g <br />z <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />7111 w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-4' 0 2 STORY <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE SLOPE SLAB <br />f--- <br />:I' • ME <br />THICKENED SLAB EDGE <br />SCALE: 1/2'=1'-0 <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 />CMU COL. PER <br />PLAN <br />N #5 REBAR <br />w/25" MIN LAP <br />CC <br />-O'-O" SLOPE <br />�o of Q z <br />CONCRETE FOOTING ;;: m <br />PER PLAN a <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 />z� <br />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />1I I- CONT. ON CHAIRS <br />1'-4' 0 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-O <br />SCALE 1/2'=1'-0 <br />2-1/2' 0 IMPACT <br />GROUT BED <br />" <br />D000ORR <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />J PAVERS PER <br />� <br />(THICKNESS VARIES) <br />DOOR THRESHOLD <br />SPEC (THICKNESS <br />a VARIES) <br />�� <br />-0' F.F <br />LL <br />SLOPE <br />7 <br />. <br />PER PLAN- <br />-.ti', <br />..�..�..I �I- <br />II�II <br />�Ir <br />III- <br />1� '-0" <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />-11 <br />FOUND. <br />1'-4' 0�2-STORY <br />w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS CONT. ON CHAIRS i'-4' 0 2-STORY <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL <br />@ ENTRY <br />(Pavers) <br />SCALE 1/2'=1'-0 <br />SCALE 1/2'=1'-0 <br />PAVERS TYP. <br />14-- U 4' (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. a <br />a <br />CONC. PER SCHEDULE w <br />a <br />SLOPE TO DRAIN <br />7. <br />—Ni <br />SHOWER RECESS <br />SCALE: 1/2'=1'-0 <br />VERTICAL DOWEL - <br />AS REQ'D IN PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1 /2'=1'-0 <br />MR11 <br />12' SQUARE C.M. . <br />COL PER PLAN w (2) #5 REBAR w/ <br />25" LAP MIN. <br />0 EACH FILLED CELL <br />ot 0'-0' SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONC. FOOTING PER PLAN <br />PER PLAN <br />FW— MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />PER PLAN <br />0 A <br />ALT. BRICK <br />OL PER PLAN <br />THRESHOLD <br />a <br />� <br />:,.= <br />I I — <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />j'-Q"L <br />CONT. ON CHAIRS <br />- <br />I ALT. FLUSH BRICK 1'-4' 0 2 ST <br />Y <br />THRESHOLD <br />EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />CORNER BAR WITH 25' <br />MIN. LAP SPLICE EACH <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />NUMBER OF REBAR <br />PER PLAN <br />SCALE: 1/2'=1'-0 <br />ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12-13-2019 <br />DATE `t `% J 11 1111 i,, <br />rQ TATE O <br />p <br />O <br />O <br />M <br />co <br />Q) <br />00 <br />O <br />V� <br />O <br />� <br />000 <br />A� <br />U� <br />ci <br />PEI <br />-0 <br />O <br />bA <br />r <br />as <br />Cf <br />N <br />a <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE <br />Single Famfly_j <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />SLO <br />