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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 -0n <br />FINISH GRADE <br />oo <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER <br />-0" COURSE - y <br />�14VO 2 ST Y ALT. CMU SEAT @ -1Y2" <br />§ 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 />FINISH FLOOR <br />N <br />4�' <br />w , 4n PER ELEVATION <br />. <br />SLOPE <br />'— MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE 1/2'=l'-O <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 NAILS 012' O.C. <br />STEP PER PLAN <br />SLOPE <br />+ - <br />1'-0" <br />6 <br />1�2" <br />(1) #4 ROD CONT. ON <br />CHAIRS LINO <br />STEP CONDITION <br />Fos THICKENED SLAB <br />GARAGE NON -BEARING <br />SCALE: 1 /2"=1'-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />t-1 <br />FINISH FLOOR <br />CLEAN COMPACTED ALL <br />FINISH (MADE <br />OIL -O'-O"PA <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />1'4 ® 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />osc MASONRY WALL CORNER ON SPREAD FTG. i <br />SCALE: 1/2"=l'-0 <br />3/4' RECESS IN SLAB <br />FINISH FLOOR <br />w <br />RECESS PATH SLAB <br />CMU COL. PER <br />PLAN <br />—#5 REBAR 15 REBAR <br />w/25" MIN LAP w/25" MIN LAP <br />OL -0'-0" SLOPE <br />ui <br />co of ¢ z of ¢ z <br />m 6 g CONCRETE FOOTING : p; :: q mC-5 <br />w/REBAR AS NOTED <br />of Z ON FOUNDATION PLAN ``•'-� of Z <br />(IF REQUIRED) <br />PER PLAN <br />iers) MASONRY WALL CORNER ON SPREAD FTG. (Concrete) <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 />2x P.T. PLATE SECURED TO SLAB w/ <br />3° POWDER ACTUATED FASTENERS OR <br />TAPCONS 016. O.C. OR (2) ROWS 12d <br />GUN NAILS 0127 O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />l'-4' •�2 STO'RYY <br />F� EXT. MASONRY WALL (@ GARAGE <br />-----POURED CURB <br />FINISH GRADE <br />r- <br />-MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />SCALE. 1/2"-1'-O <br />\\� SCALE. 1/2"-1'-O <br />2-1/2' @ IMPACT <br />GROUT BED <br />DOOR <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />Z <br />PAVERS PER <br />(THICKNESS VARIES) <br />DOOR THRESHOLD <br />SPEC (THICKNESS . <br />GA'. <br />- <br />VARIES0'-0' <br />in <br />SLOPELLJ <br />.F• <br />SLOPEI <br />_ <br />PER PLAN <br />OO <br />''� <br />_ _ <br />M <br />JEJ <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />1'-4" • 2-STORY <br />w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'-4" <br />CONT. ON CHAIRS CONT. ON CHAIRS <br />• 2-STORY <br />�. <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL <br />@ ENTRY (Pavers) <br />SCALE 1/2'=1'-0 <br />SCALE: 1/2"=l'-O <br />(1) #4 ROD CONT. ON <br />2x AT 24"O.C. MAX. CHAIRS <br />TYPICAL 3 1/2" CONC. <br />1/2° G.W.B. EA. SIDE <br />FINISH GRADE SLOPE SLAB <br />-F, -,-! E_ <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: 1/2"=l'-0 <br />(1) #4 REINFORCMENT 4° SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />CONC. PER SCHEDULE w <br />a <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />PAVERS TYP. <br />DOOR PER SPEC <br />VALT. <br />DOORTHRESHOLD PER PLAN <br />- <br />BRICK <br />PER PLAN <br />THRESHOLD <br />cc <br />00 <br />LLJ;:, <br />,; ' I _ - <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />=III <br />ALT. FLUSH BRICK 1'-4' • 2 STO Y <br />THRESHOLD <br />EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />•"��"��(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2'=l'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />:'. <br />{+ ::�y <br />MIN. LAP SPUCE EACH <br />AS REQ'D IN PLAN <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />�.� <br />.., <br />-:•I <br />=; '. •:::.• <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPUCE: PROVIDE CONT <br />STEEL REINF. BARS BENT <br />� : +�-.�_ ;:. �:. �... <br />'`�'''` ' -'�`' <br />Y <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <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"=l'-0 <br />C.O.A.# ARCHITECTURE-. <br />AA26002802 <br />C.Q.A.# ENGINEERING: <br />29349 <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/9/21 <br />DATE ,111111 i l l l <br />No. 8602 <br />ns <br />i STATE iiF <br />!l111111 <br />o <br />cn� <br />c'n <br />O <br />0u) <br />~� <br />0 <br />00 <br />ON <br />v� <br />-1✓ <br />N <br />r� <br />c� <br />V <br />O <br />bA <br />UO <br />cn <br />4-1 <br />N <br />� <br />Putte .- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />