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(1) #5 REBAR w/LAP PER <br />COVERSHEET <br />CMU COL. PER <br />CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. <br />PLAN <br />PLAN <br />#5 REBAR <br />I <br />w/LAP PER <br />-0'-0" <br />PAVERS OR SLAB PER SLOPE <br />COVERSHEET <br />_0 > SLOPE <br />FINISH GRADE <br />SPEC. —` <br />OIL_0 <br />on.'.. <br />a Z <br />CONCRETE FOOTING : <br />cn <br />L'i of <br />°' " -- <br />- <br />CONCRETE FOOTING <br />MONOLITHIC FOUND. <br />w REBAR AS NOTE <br />/ D --P- <br />w/REBAR AS NOTED <br />W/ (2) #4 DIA. RODS <br />�` a ---` <br />ON FOUNDATION PLAN .... ,..�... ,.., . <br />Z <br />ON FOUNDATION PLAN '.`- -�•� -' <br />...:.:.�. <. ; ,... <br />CONT. ON CHAIRS <br />1-0 <br />9" STARTER ; : r • <br />COURSE <br />(IF REQUIRED) <br />(IF REQUIRED) — <br />ALT. CMU SEAT Q <br />PER PLAN <br />PER PLAN <br />�Fo1F MERIOR MASONRY WALL FTG <br />FROM TOP OF SLAB <br />Fosc MASONRY WALL CORNER ON SPREAD FTG. <br />(Pavers) <br />WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2"=1'-0 <br />3/4' RECESS IN SLAB 10 1 �2" <br />FINISH FLOOR <br />4" <br />w <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />1'-0" CONT. ON CHAIRS. <br />1'4 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=1'-0 <br />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 NNLS 012' O.C. <br />STEP PER PLAN <br />SLOPE <br />6 <br />1/2" <br />(1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDI110N <br />Fos THICKENED SLAB <br />@ GARAGE NON -BEARING <br />SCALE: 1 /2"=1'-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />CLEAN COMPACTED FILL <br />OL -O'-O" <br />P1 <br />El <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1 /2"=1'-0 <br />DE VI <br />SCALE: 1/2°=1'-0 <br />3/4" RECESS IN SLAB - <br />FINISH FLOOR <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />-�F <br />MONOLITHIC FOUND. <br />11w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />RECESS NTH SLAB <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS ®16. O.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />2x AT 24"O.C. MAX. <br />1/2' G.W.B. EA. SIDE <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 />- #5 REBAR <br />w/LAP PER <br />COVERSHEET <br />w <br />C) <br />� ¢ z <br />m CD <br />o z <br />i <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />TFINISH GRADE <br />�i —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />ll CONT. ON CHAIRS <br />1'-4' ®2 ST(NtY <br />EXT. MASONRYEXT. MASONRY WALL@GARAGE <br />SCALE: 1 /2"=1'-0 SCALE: 1/2-4-0 <br />2-1/2" ® IMPACT <br />GROUT BED DOOR DOOR PER SPEC Q <br />PAVERS PER SPEC PAVERS PER 3" <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />SLOPE VARIES) <br />0'-0' F.F. SLOPE <br />PER PLAN <br />oo <br />:. •:; :% III iIII�; II' "' a:=:`,;.:.:—iII�I- 3" <br />1� '-0" MONOLITHIC FOUND. MONOLITHIC FOUND.--"" <br />1'-47�° ®2-ST�(#iYr w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS " ~ <br />CONT. ON CHAIRS CONT. ON CHAIRS 1'-4 ®2-STORY <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) <br />SCALE: 1/2'4-0 <br />FINISH GRADE <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 />(1) #4 REINFORCMENT <br />BAR CONT. <br />CONC. PER SCHEDULE <br />4" SEE FOUNDATION PLAN 4" <br />' SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2'=1'-0 <br />SCALE: 1/2'=1'-0 <br />0rl <br />PAVERS TYP. <br />12" SQUARE C.M. . <br />COL PER PLAN �n (2) #5 REBAR w/ <br />cc 25" LAP MIN. <br />0 EACH FILLED CELL <br />0'-O° SLOPE <br />PAVERS OR SLAB PER SPEC. <br />w. <br />+' 4 <br />CONCRETE FOOTING w/REBAR " <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />Fwb MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2-4-0 <br />n <br />DOOR PER SPEC <br />VALT.ALT. <br />DOOR THRESHOLD PER PLAN <br />O0 <br />BRICK <br />PER PLAN <br />THRESHOLD1��)00 <br />III <br />a <br />—III <br />;1-=- <br />MONOLITHIC FOUND. <br />Vll/ (2) #4 DIA. RODS <br />1'-O-0" L <br />CONT. ON CHAIRS <br />VIALT.1'-4"' O 2 STorfY FLUSH BRICKRESHOLD <br />EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />I-#-- U (1) #4 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 <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />°�} <br />' ' <br />SIDE. SAME SIZE AS <br />j <br />COW. FOOTING STEEL <br />ALTERNATE TO CORNER <br />�" <br />�,.. ,.. <br />' ' <br />NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />- <br />:. • ,. <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY` <br />WITH THE INTENT OF THE <br />; .. <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25" MIN. <br />PER PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FIG. CORNERS <br />SCALE: 1 /2"=1'-0 <br />r IWJ <br />MC <br />c-/ <br />cn <br />r .4 <br />oQ <br />m <br />VJ <br />� <br />O <br />00 <br />n� <br />C5 <br />CrN <br />ct <br />) <br />�..� <br />.--( <br />� <br />w <br />o� <br />O <br />N <br />�c <br />C'. <br />SCALE: 1 /2'=1'-0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />C•O.A.# ARCHITECTURE: --- <br />AA26002802 <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />3 29349 <br />Single Famil <br />THOMAS A. WEBER, PE <br />o P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />1 /6/21 <br />DATE <br />o S�SStiitllllll/ <br />PLAN NAME <br />High ate <br />N NPC CHIM NU ER <br />Cd <br />°- 2811.500 <br />_. <br />STAT�� SHEET <br />W ,, S1.0 <br />r / / At. <br />o //liitiltSS�� <br />a <br />