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(1) 15 REBAR w/ 25' LAP <br />U.N.O. <br />8' C.M.U. FINISH PER ELEV. <br />OIL—o'-0. <br />FINISH GRADE <br />00 •�:. � c z <br />MONOLITHIC FOUND. -�. . <br />W/ (2) /4 DIA. RODS <br />CONT. ON CHAIRS 9' STARTER <br />"1702 <br />COURSE • • • <br />����/�� ����/�� ALT. CMU SEAT 0 -1)r <br />��CA I CfUVII MASONRY WALL FTG FROM TOP DF SLAB <br />� SCAALE 1/2'=1'-0 <br />3/4' RECESS IN SLAB 10 1/2' 8' C.M.U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR <br />cn " <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) 14 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' POSER ACIUARD FASTENERS OR <br />TAPCONS 0 IC O.C. OR (2) RM 12d 1/2' G.W.B. EA SIDEGUN WAS 0It O.I: <br />STEP PER PLAN <br />SLOPE :�.�.:�• ,•. .,:.,. <br />" CO <br />4 <br />1'-0" 61/2' CHAIRS (1R�CONT, ON <br />THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2'=1'-0 <br />CLEAN COMN <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1/2'=1'-0 <br />ram, <br />rn <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />�W17�l�L�liii8 <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />CMU COL PER <br />PLAN <br />PAVERS OR SLAB PER SLOPE <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />or <br />MASONRY WALL CORNER ON SPREAD FTG,MASONRY WALL CORNER ON SPREAD FTG, i <br />SCALE 1/2'=1'-O <br />3/4' RECESS N SLAB — <br />FINISH FLOOR <br />CMU COL PER <br />PLAN <br />—/5 REBAR <br />w/25' MIN LAP W <br />-O'-O" SLOPE <br />CID <br />aaz <br />m CONCRETE FOOTING .::; •.; :: <br />PER PLAN ; <br />PER PLAN <br />rers�MASONRY WALL CORNER ON SPREAD FTG.WALL CORNER ON SPREAD FTG. i <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />�1 <br />OMONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />PCONT. ON CHAIRS. <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE SLAB <br />SLOPE <br />4' <br />F11 THICKENED SLAB EDGE <br />SCALE 1/2'=1'-o <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1/2'=1'-0 <br />GROUT BED <br />00 i <br />1 <br />1'-4' 0 2-STORY <br />SCALE: 1/2'=1'-0 <br />(1) /5 REBAR AT EACH - <br />FILLED CELL <br />15 REBAR CMU STRUCK BOTH WAYS <br />w/25" MIN LAP <br />POURED CURB <br />FINISH GRADE <br />�i —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />� _ • � CONT. ON CHAIRS <br />_`•....1'-4'02STORY <br />. <br />SCALE 1/2'=1'-o <br />Z <br />2-1/2' 0 IMPACT a <br />DOOR DOOR PER SPEC Z PAVERS PER (1,PAVERSPER SPECa DOOR PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />a VARIES) DOOR THRESHOLD <br />SLOPE i,p'_p• <br />PER PLANSLOPE7.. , J, nl <br />_ ALT. BRICK <br />r THRESHOLD <br />I d <br />. 3„ <br />MONOLITHIC FOUND. MONOLITHIC FOUND.—,-." <br />W/(2) 14 DIA. RODS w/(2) #4 DIA. RODS �A <br />CONTON CHAIRS1-4' 0 2-STORY <br />PAVERS TYP. <br />�(1) 14 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) (1)44 REINFORCMI]JT 4" SEE FOUNDATION PLAN 4' <br />BAR CONT. a <br />CONC. PER SCHEDULE -� <br />' SLOPE TO DRAM ' <br />MONOLITHIC FOUND. <br />W/ (2) #!4 DIA. ' <br />RODS CONT. ON `a ':r . } '" '"•'� .:r.• ,3 <br />CHAIRS <br />Fes SHOWER RECESS <br />SCALE: 1/2.4-0 <br />CONT ON CHAIRSFLUSH BRICK <br />EXTERIOR DOOR SILL @ ENTRY (Pavers) SHOLD EXTERIOR [ <br />SCALE 1/2'=1'-O SCALE: 1/2'=1'-O <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL ':'. �, .� " MN. LAP SPLICE EACH <br />AS REQ'D IN PLAN SIDESAME SIZE AS <br />CONT FOOTING STEEL <br />.y- <br />ALTERNATE TO CORNER NUMBER OF CORDER <br />SPLICE PROVNE CONT. •': "''%'''""�' ': BARS EQUALS NUMBER <br />ti •,. <br />STEEL REINF. BARS BENT ` ' ` ` : • • • ; : OF CONT BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />BUILDING CODE NUMBER OF REBAR <br />25' MIN. PER PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE-- 1/2'=1'-0 <br />CONCRETE SLAB ON <br />CLEAN COMPACTED FILL 1/8' SAW CUT <br />SAW CUT <br />i <br />I <br />..s.: ..{I <br />NOTE: <br />SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. <br />TYPICAL SAW CUT JOINT <br />SCALE: 1/2'=1'-0 <br />PLAN <br />PER PLAN <br />..�;, MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />j'-ow CONT. ON CHAIRS <br />0 2 ST Y <br />30'x30'x12' CONC. <br />FIG. w/ (3) /4 <br />REBAR EA. WAY <br />I <br />I <br />I <br />I <br />VEHICLE SIDE OF PEDESTAL <br />L 30• L <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1/2'=1'-0 <br />REBAR 3" <br />OM TOP do 10' <br />NO 0 BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />C.O.A,# ARCHITECTURE: <br />AA260028M <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. 0 86025 FLORIDA <br />12-13-2019 <br />DATE <br />N <br />ORIV <br />i <br />/ilfl <br />0 <br />N <br />c� <br />0 <br />U <br />O <br />C <br />r--1 <br />00 <br />� <br />O <br />0 <br />� <br />OHO <br />A� <br />k <br />45 <br />N <br />0 <br />i-4 <br />v <br />U <br />o <br />N <br />� <br />*PulteGroujr <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE <br />SPECIFICATION LEVEL <br />Mte <br />PLAN NAME <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />slo <br />