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(1) #5 REBAR w/ 25' LAP <br />U.N.O. <br />8" C.M.U. FINISH PER ELEV. <br />-0'-0" <br />FINISH GRADE <br />00 ' <br />I <br />MONOLITHIC FOUND. o <br />W/ (2) #4 DIA. RODS a <br />CONT. ON CHAIRS 9" STARTERafCOURSE <br />ALT. CMU SEAT ® -1Y" <br />01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE: 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 />n <br />4 <br />� I <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"=1'-O 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 />F4" <br />1-0" 6 1/2' (1) #4 ROD CONT. ON <br />CHAIRS LINO <br />os THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMP) <br />PVC SLEEVE <br />1'-4' ®2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1/2'=1'-0 <br />I ... I <br />VEHICLE SIDE OF PEDESTAL <br />z I I I <br />Q <br />30' �. <br />GAS WATER HEATER 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 ® BOTTOM <br />SCALE: 1/2°=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS <br />CMU COL. PER <br />PLAN <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />01 <br />Of <br />�3�MASONRY WALL CORNER ON SPREAD FTGWALL CORNER ON SPREAD FTG. <br />SCALE: 1 /2"=1'-0 <br />3/4' RECESS IN SLAB <br />FINISH FLOOR <br />w �1 <br />FINISH <br />HLUES5 WITH SLAB <br />SLOPE <br />THICKENED SLAB EDGE <br />SCALE: 1 /2'=1'-0 <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1/2"=1'-0 <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP W <br />OIL-O'-O" ' SLOPE <br />w <br />�¢ z <br />m CDg CONCRETE FOOTING <br />PER PLAN <br />':.'r''. <br />PER PLAN <br />iers�MASONRY WALL CORNER ON SPREAD FTG. <br />CORNER ON SPREAD FTG. <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />SLAB <br />Z <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/25" MIN LAP <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />a- <br />�i —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />i 1'_0" CONT. ON CHAIRS <br />1'-4 ®2 STORY2=STORY <br />EXT. MASONRYEXT. MASONRY WALL@GARAGE <br />SCALE: 1 /2"=1'-O SCALE: 1 /2"=V-0 <br />2-1/2' ®IMPACT <br />12° SQUARE C.M. I ' <br />COL. PER PLAN cn (2) #5 REBAR w/ <br />Lu <br />Cr <br />25" LAP MIN. <br />EACH FILLED CELL <br />0'-0, SLOPE <br />IT <br />PAVERS OR SLAB PER SPEC. p <br />CONC. FOOTING PER PLAN ' <br />PER PLAN <br />Fo3o MASONRY COL. ON SPREAD FTG. <br />SCALE 1/2"=1'-0 <br />DOOR DOOR PER SPEC n <br />GROUT BED PAVERS PER SPEC PAVERS PER 3 a DOOR PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />VARIES) DOOR THRESHOLD PER PLAN <br />F_ SLOPE 0'-0" F.F. " <br />- . SLOPE - <br />.d Y ..� 0 0 <br />PER PLAN x -7ALT, BRICK OL PER PLAN <br />z <br />THRESHOLD <br />� a <br />00 <br />I�1-1�1-1�I i,100II1=ICI=1�1 <br />•::: • I —I � I —I � rI � �.�, '•: I C I —I � I -• ..:.I I I —I � i—I � I <br />3" :_•, ..., I I = MONOLITHIC FOUND. <br />MONOLITHIC FOUND. MONOLITHIC FOUND.""1�-0" W/ (2) #4 DIA. RODS <br />w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS � 1-0 CONT. ON CHAIRS <br />1'-4" 0 2-STORY CONT. ON CHAIRS 1'-4" 0 2-STORY III 1'-4 CONT. ON CHAIRS ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1 /2'=1'-0 <br />SLR. <br />PAVERS TYP. <br />"-,f �-•� � (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />(1) #4 REINFORCMENT 4" <br />SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />CONIC. PER SCHEDULE w <br />a <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2°=1'-O <br />SCALE 1/2"=1'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />:'+':,:• <br />4. <br />.j. <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />' <br />`` <br />SIDE. SAME SIZE AS <br />• <br />CONT. FOOTING STEEL <br />r <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE: PROVIDE CONT. <br />_'..� <br />.;:.': <br />'.' .* .•. '. <br />BARS EQUALS NUMBER <br />STEEL REINF. BARS BENT <br />Zl��Z <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />.:„ <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 />SCALE: 1/2"=1'-0 <br />C.O.A.# 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 />DAT\i,rrrilrrtlt t! <br />:a <br />F <br />•+ <br />f�llllllirrrr <br />o� <br />Mo <br />00 <br />c*� <br />00 <br />Q <br />a� <br />CU <br />O-N <br />�M <br />as <br />Q <br />•O <br />wb�A <br />N <br />0 <br />*Pulte(zr u <br />PRODUCT MANAGER <br />RELEASE <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />SLO <br />