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❑ <br />(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER <br />8' C.M.U. FINISH PER ELEV. PLAN <br />-O'-O" <br />FINISH GRADE <br />00 <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9' STARTER <br />COURSE r <br />1-4' 0 2 ST Y ALT. CMU SEAT 0 -1)'" <br />�o� EXTERIOR MASONRY WALL FTG TOP OF SLAB <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING — <br />PER PLAN <br />PER PLAN <br />_ �c MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 sCALE 1/2'=1'-0 <br />8" C.M.U. WALL FINISH 8" C.M.U. WALL FINISH <br />3/4' RECESS IN SLAB 10 1/2" PER ELEVATION 3/4' RECESS IN SLAB PER ELEVATION GROUT BED <br />FINISH FLOOR FINISH FLOOR <br />SLOPE <br />................ <br />I- MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 RECESS WITH PAVERS <br />2x AT 24'0.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 />1-On 6 1/2" (1) #4 ROD CONT. ON <br />11 IL CHAIRS LINO <br />STEP CONDITION <br />THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2"=V-0 <br />CLEAN COMP( <br />SCALE: 1/2'=1'-O <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 />01— <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />NLLI't VIM <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 0 If O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />.-mow rl:" <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />2x AT 24"0.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 />CMU COL. PER <br />PLAN <br />-#5 REBAR <br />w/25" MIN LAP CIO <br />OIL Q <br />-0.1-0 SLOPE <br />i <br />a o OJ C Z <br />m CONCRETE FOOTINGPER PLAN <br />4. <br />�.. *. <br />PER PLAN <br />iers) MASONRY WALL CORNER ON SPREAD FTG. <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 />, <br />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />1'-4.0 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-O <br />2-1/2" 0 IMPACT <br />DOOR DOOR PER SPEC PAVERS PER <br />PAVERS PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />SLOPE 0IL_ L <br />a VARIES) <br />PER PLAN SLOPE <br />X w�-► <br />=E =E <br />co <br />-T—IJ00 <br />V-O" MONOLITHIC FOUND. MONOLITHIC FOUND. 1-0" <br />1'-4" ®2 STORY 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'=1'-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 REINFORCME 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />CONC. PER SCHEDULE <br />SCALE: 1/2'=1'-0 <br />NT <br />z <br />a <br />W <br />a SLOPE TO DRAIN <br />:�. <br />SHOWER RECESS <br />% SCALE: 1 /2'=1'-O <br />W <br />a <br />PAVERS TYP. <br />(1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />DOOR PER SPEC <br />DOOR THRESHOLD PER PLAN <br />Alk O - " <br />ALT. BRICKOIL PER PLAN <br />THRESHOLD m,� - <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />1-0" L CONT. ON CHAIRS <br />ALT. FLUSH BRICK 1'-4' 0 2 ST Y <br />THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2'=1'-0 <br />VERTICAL DOWEL - <br />AS REO'D IN PLAN <br />LAP SPLICE <br />F12 REINF, PLACEMENT AT FTG. CORNERS <br />SCALE: 1 /2'=1'-0 <br />CORNER BAR WITH 25' <br />MIN. LAP SPUCE EACH <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />NUMBER OF REBAR <br />PER PLAN <br />N <br />O <br />0 <br />U <br />O <br />v °O <br />M <br />0 <br />...� <br />O <br />A� <br />v� <br />t0 <br />V <br />'L: o <br />;NiIiiIll M <br />r-4 <br />bA <br />0 <br />cat <br />4.1 <br />N = <br />ipu Ite Cil <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 />29349 Single Farm) <br />Fl THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/10/20 <br />DATE ,`,%1111111/,�, <br />PLAN NAME <br />Cedar <br />�• NPC CHILD NUMBER <br />No. 86 12810.500 <br />SHEET <br />�� T OF �� <br />S1.0 <br />NAL- <br />SHOWER RECESS <br />% SCALE: 1 /2'=1'-O <br />W <br />a <br />PAVERS TYP. <br />(1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />DOOR PER SPEC <br />DOOR THRESHOLD PER PLAN <br />Alk O - " <br />ALT. BRICKOIL PER PLAN <br />THRESHOLD m,� - <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />1-0" L CONT. ON CHAIRS <br />ALT. FLUSH BRICK 1'-4' 0 2 ST Y <br />THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2'=1'-0 <br />VERTICAL DOWEL - <br />AS REO'D IN PLAN <br />LAP SPLICE <br />F12 REINF, PLACEMENT AT FTG. CORNERS <br />SCALE: 1 /2'=1'-0 <br />CORNER BAR WITH 25' <br />MIN. LAP SPUCE EACH <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />NUMBER OF REBAR <br />PER PLAN <br />N <br />O <br />0 <br />U <br />O <br />v °O <br />M <br />0 <br />...� <br />O <br />A� <br />v� <br />t0 <br />V <br />'L: o <br />;NiIiiIll M <br />r-4 <br />bA <br />0 <br />cat <br />4.1 <br />N = <br />ipu Ite Cil <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 />29349 Single Farm) <br />Fl THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/10/20 <br />DATE ,`,%1111111/,�, <br />PLAN NAME <br />Cedar <br />�• NPC CHILD NUMBER <br />No. 86 12810.500 <br />SHEET <br />�� T OF �� <br />S1.0 <br />NAL- <br />ipu Ite Cil <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 />29349 Single Farm) <br />Fl THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/10/20 <br />DATE ,`,%1111111/,�, <br />PLAN NAME <br />Cedar <br />�• NPC CHILD NUMBER <br />No. 86 12810.500 <br />SHEET <br />�� T OF �� <br />S1.0 <br />NAL- <br />