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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'-O" i PAVERS OR SLAB PER SLOPE <br />FINISH GRADE SPEC. <br />co <br />oil: i <br />MONOLITHIC FOUND. o CONCRETE FOOTING <br />^; ' PER PLAN <br />W/ (2) ,J4 DIA. RODS . -"i":. <br />CONT. ON CHAIRS 9' STARTER <br />COURSE ' ~ . <br />1-4' 0 2 ST Y ALT. CMU SEAT 0 -lV PER PLAN <br />-0� EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB n MASONRY WALL CORNER ON SPREAD FT <br />SCALE: 1/1'=1'-0 <br />3/4' RECESS IN SLAB - <br />FINISH FLOOR <br />SCALE: 1/2'=1'-0 <br />8' C.M.U. WALL FINISH 3/ 4 RECESS IN SLAB <br />PER ELEVATION <br />FINISH FLOOR <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) ,#4 DIA. RODS <br />RUNT (TN MAIRe, <br />�,-D» <br />1'-4' 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-o RECESS WITH PAVERS <br />2x AT 24'O.C. MAX <br />2x P.T. PLATE SECURED TO SUB ■/ <br />Y POWDER AMA11D FASTENERS OR <br />TAIM 016' aC. OR (2) ROWS 12a 1/2' G.W.B. EA. SIDE <br />GUN NALS 0 It QC. <br />STEP PER PLAN <br />SLOPE <br />�-.�.� '� j. 1. -f. •• R <br />r ca <br />4 <br />,T'V-0' 6 112' (1) ,#4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDMON <br />THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATNG PIPE <br />MONOUTHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />1'-4' 01 STORY <br />_ BEARING PENETRATION DETAIL <br />SCALE:%Y=1'-0 <br />'-4' 0 2 STORY <br />RECESS NTH SLAB <br />—#R5 REBAR <br />w/25' MIN LAP <br />w <br />o z <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POW ACTUATED FASTENERS OR <br />TAPM 016' at OR (2) RM 12d <br />GUN NALS 0 It O.C. <br />START SLOPE HERE 2» <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />SCALE 1/2'=1'-0 <br />CMU COL. <br />PLAN <br />W <br />-0'-0» <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />15 REBAR <br />w/25' MIN LAP <br />IF m C.0 <br />z <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />z —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />)u CONT. ON CHAIRS <br />1'-4' 0 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE. 1/2'=1'-0 <br />sCAtE 1/2'=1'-0 <br />2-1/2' 0 IMPACT <br />GROUT BED <br />D000ORR DOOR PER SPEC <br />PAVERS PER SPEC <br />z <br />a <br />PAVERS PER <br />(THICKNESS VARIES) DOOR THRESHOLD <br />Ckl- <br />SPEC (THICKNESS <br />a <br />VARIES) <br />SLOPE <br />—� <br />SL OPE <br />7 <br />' <br />PER PLAN <br />CIO <br />00 <br />1-0 <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />1 tr <br />-0 <br />1'-44` 0 2-STORY <br />w/(2) 4 DIA. RODS <br />CONT. ON CHAIRS <br />w/(2) 14 DIA. RODS . . <br />1-4 0 2-STORY <br />CONT. ON CHAIRS <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL <br />@ ENTRY (Pavers► <br />SCALE: 1/2'=1'-0 <br />SCALE: 1/2'=1'-0 <br />(1) 14 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. SLOPE <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 />THICKENED SLAB EDGE <br />SCALE: 1/Y=1'-0 <br />(1) 14 REINFORCMENT 4' SEE FOUNDATION PLAN 4 <br />BAR CONT. <br />CONIC. PER SCHEDULE w <br />xL <br />SLOPE TO DRAIN <br />�:r •. <br />SHOWER RECESS <br />SCALE: 1 /2'=1'-0 <br />12' SQUARE C.M.. ' <br />COL PER PLAN co w (2) 15 REBAR w/ <br />257 LAP MDR. <br />0 EACH FILLED CELL <br />'-O' SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONIC. FOOTING PER PLAN <br />PER PLAN <br />Fo30 MASONRY COL ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />wm <br />DOOR PER SPEC <br />r1eli <br />DOOR THRESHOLD <br />PER PLAN <br />'dK1 <br />1 <br />Iff-ALT. <br />BRICK <br />ER PLAL <br />- <br />III'MONOLITHIC <br />FOUND. <br />- - <br />RODS <br />_w <br />1CONT. <br />h. <br />RIOR DOOR <br />1 <br />PAVERS TYP. <br />(1) 14 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2'=1'-0 <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL ' : �+ ' .� s MIN. LAP SPLICE EACH <br />AS REp'D IN PLAN '` ; SIDE SAME SIZE AS <br />' CONT. FOOTING STEEL <br />ALTERNATE TO CORNER r-'?:.:; :: ' f s . NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. '' ��•'`�'`"' • � -- �,^�.`;�' : �: BARS EWAI.S NUMBER <br />STEEL RFINF. 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 />2 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2'=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />o+ <br />3 <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />o <br />IN BENJAMIN NIESE, PE <br />7i <br />P.E. # 86026 FLORIDA <br />10/22/20 <br />0 <br />DATE,`L►111111i// <br />! <br />U <br />o <br />.8 <br />�O <br />E OF �►� <br />Al. E �� <br />p <br />0 <br />N <br />0 <br />U <br />O <br />� <br />00 <br />O <br />0 <br />VJ <br />� <br />O <br />A <br />o, <br />N <br />U� <br />/ <br />•O <br />bb <br />r" i <br />N <br />0 <br />*PulteGroup- <br />All <br />v <br />rig <br />o <br />O <br />OO <br />Cn <br />60 <br />` D <br />p N E•—I <br />� Q <br />C c � <br />o as <br />O <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHIM NU ER <br />2811.500 <br />SHEET <br />S1.0 <br />