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(1) 15 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />—0'—O" <br />IL i <br />PAVERS OR SLAB PER SLOPE7. ' <br />FINISH GRADE <br />SPEC. —' <br />00- <br />- <br />o <br />CONCRETE FOOTING <br />MONOLITHIC FOUND. <br />PER PLAN <br />W/ (2) #4 DIA. RODS <br />�;`.-•� : a <br />CONT. ON CHAIRS <br />9" STARZ** <br />1-4' 22 ST Y <br />COURSE <br />ALT. CMU SEAT 0 41 <br />PER PLAN <br />Fo1 EXTERIOR MASONRY WALL FTG <br />FROM TOP OF SLAB <br />Foss MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />SCALE: 1/2'=1'-0 <br />3/4' RECESS IN SLAB <br />10 1/2" <br />8' C.M.U. WALL FINISHPER ELEVATION <br />3/4' RECESS IN SLAB <br />FINISH FLOOR---- <br />LOOR <br />w <br />4" <br />FINISH FLOOR <br />W <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />os GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"4-0 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 1/2' G.W.B. EA. SIDE <br />GUN NAILS 012" O.C. <br />STEP PER PLAN <br />SLOPE <br />o <br />n c0 <br />4 <br />1-0" L6 1/2n (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />8 THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMP( <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />Fib BEARING PENETRATION DETAIL <br />SCALE: 1 /2'4-0 <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 />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-0" <br />1'4 • 2 STORY <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP W <br />4—On SLOPE <br />W <br />o¢ Z <br />m C-D CONCRETE FOOTING — <br />PER PLAN <br />z . <br />PER PLAN <br />ters) MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1 /2'=1'-0 <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />RECESS WITH SLAB <br />2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24"O.C. MAX. <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />GUN NAU 012' O.C. <br />START SLOPE HERE 1/2' 1/2' G.W.B. EA. SIDE <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1 /2'4-0 <br />#5 REBAR <br />w/25" MIN LAP <br />mC <br />oz <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />" 1I CONT. ON CHAIRS <br />1''-4 0 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-0 <br />2-1/2- 0 IMPACTDOOR <br />' <br />GROUT BED PAVERS PER SPEC DOOR PER SPEC Q PAVERS PER 3n <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />a VARIES) <br />J— SLOPE _F.E. <br />SLOPE <br />PER PLAN y, <br />,.. _ <br />00 <br />,��. .•:':. i. ,.�� III iIIII �'I I I- � r7 ,. . _. •)•..: ::. — � II I �— 3n <br />1� �-On MONOLITHIC FOUND. MONOLITHIC FOUND. 1-On <br />1'-47�' 0 2-STORYr w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'_4' 0 2-STORY <br />CONT. ON CHAIRS CONT. ON CHAIRS <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL (@ ENTRY (Pavers) <br />SCALE: 1/2 4-0 <br />FINISH <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />SLOPE SLAB <br />THICKENED SLAB EDGE <br />SCALE: 1/2'=1'-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. Q <br />CONC. PER SCHEDULE w <br />SLOPE TO DRAIN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />Fes SHOWER RECESS <br />SCALE: 1/2'=1'-0 <br />SCALE: 1 /2'=1'-0 <br />IMWA <br />grzo;wzo MA <br />1m m <br />PAVERS TYP. <br />w <br />12' SQUARE C.M. . <br />COL PER PLAN w (2) #5 REBAR w/ <br />25" LAP MIN. <br />0 EACH FILLED CELL <br />OIL - SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONC. FOOTING PER PLAN ` <br />PER PLAN <br />FosO MASONRY COL. ON SPREAD FTG. <br />SCALE: 1 /2'=1'-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD___'_ ,PER PLAN <br />UW-ALT. BRICK PER PLAN <br />THRESHOLD <br />co <br />a i:,''•`: ( _ - MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />1'-0" CONT. ON CHAIRS <br />=III ALT. FLUSH BRICK 1-4 <br />THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />�+T-•�� (1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2'4-0 <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />;' <br />: ; <br />:j <br />MIN. LAP SPLICE EACH <br />AS REO'D IN PLAN <br />SIDE. SAME SIZE AS <br />.:� <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />�. ; :.'�:.�.., <br />= ;' <br />NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />`` `"` ,;^'y <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />� <br />. ' � , <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25" MIN. <br />PER PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1 /2"=1'-0 <br />a <br />0 <br />N <br />O <br />CV <br />c� <br />C) <br />0 <br />U <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />O <br />M <br />co <br />00 <br />'� <br />O <br />� <br />O <br />inH <br />000 <br />� <br />v <br />vCn <br />V_4 <br />M <br />«5 <br />O <br />cis <br />N <br />0 <br />*Pu Ite <br />so <br />N <br />m <br />•!y V <br />o <br />� M <br />r.. <br />O <br />O ry <br />r-� M <br />l� M <br />00 w <br />Cn <br />rg <br />� Q <br />r O <br />c�j N <br />C <br />jEj a-, C) <br />m w <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Famfl <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />12/15/20 <br />Pulte <br />DATE ►illl <br />��i�i <br />PLAN NAME <br />s <br />Highgate <br />NPC CH NU ER <br />No. 86 - <br />2811.500 <br />OF ��= <br />SHEET <br />�[OR10 •' ?�� <br />S1.0 <br />AI. <br />