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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'-0" <br />FINISH GRADE <br />00 <br />MONOLITHIC FOUND. L—j %7 <br />o <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS " 9" STARTER <br />1-0 COURSE <br />1-4° 0 2 ST Y 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" <br />FINISH FLOOR�� <br />(n " <br />IJ 14 I_ <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />o3c MASONRY WALL CORNER ON SPREAD FTG. <br />�� SCALE: 1/2"=1'-0 <br />8" C.M.U. WALL FINISH 3/4" RECESS IN SLAB — <br />PER ELEVATION <br />FINISH FLOOR <br />SLOPE <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"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3" POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 IV D.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE <br />GUN NAILS ®12" O.C. <br />STEP PER PLAN <br />SLOPE . ,. . ; .., • <br />o <br />1'-0" 6 1/2" (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />THICKENED SLAB <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMP{ <br />PVC SLEEVE <br />1'4 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1 /2"=1'-0 <br />3 <br />0 <br />0 <br />0 <br />U <br />U <br />0 <br />CV <br />O <br />N <br />lf'J <br />N <br />O� <br />W <br />0 <br />a <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 />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 012' O.C. <br />START SLOPE HERE — <br />PENETRATING <br />PVC SLEEVE <br />CI N)p <br />, <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP w I <br />OgL -0'-0" SLOPE <br />lil <br />J Q Z <br />m C CONCRETE FOOTING :p:::: a •,.. <br />PER PLAN <br />Z <br />i — <br />PER PLAN <br />/ers) MASONRY WALL CORNER ON SPREAD FTG. i <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />1 SLOPE <br />II11= MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-0" <br />1'-4" 0 2 STORY <br />2x AT 24"0.C. MAX. <br />1/2 GAB. EA. SIDE <br />—#5 REBAR <br />w/25" MIN LAP <br />I.J <br />� oo^ <br />W C Z <br />m cD <br />o Z <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />1'-4" � 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />�— POURED CURB <br />FINISH GRADE <br />—MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />SCALE: 1/2"=1'-O SCALE: 1/2"4-0 <br />_ Z <br />2-1/2" @ IMPACT <br />DOOR DOOR PER SPEC Q <br />GROUT BED PAVERS PER SPEC a PAVERS PER 3 � DOOR PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />SLOPE c VARIES) DOOR THRESHOLD PER PLAN <br />�� 0'-0" F.F. SLOPE <br />0,- „ <br />...,—.7r <br />HER HLAN ALT. BRICK gif\ PER PLAN <br />THRE <br />r—mSHOLD <br />oo <br />- .a <br />—11I—II_=II— <br />111—11I I —I I - I I <br />`• _ _ j—i I- — I r 3„ � :.`ww-, ]. I I Ih MONOLITHIC FOUND. <br />-0" MONOLITHIC FOUND. MONOLITHIC FOUND. (2) #4 DIA. RODS <br />1'-4" ®2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS CONT. ON CHAIRS <br />CONT. ON CHAIRS CONT. ON CHAIRS 1'-4 2-STORY ;: •;::. III 1'-4 <br />ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <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 />t--� <br />•`I• SIN ✓b � <br />THICKENED SLAB EDGE <br />SCALE: 1/2"=1'-0 <br />SCALE: 1/2"=1'-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />(1) #4 REINFORCMENT 4 <br />SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />Q <br />n <br />CONC. PER SCHEDULE <br />� SLOPE TO DRAIN <br />MONOLITHIC FOUND. <br />Fig ' <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />`� 'r • <br />'''` <br />CHAIRS <br />F26 SHOWER RECESS <br />SCALE: 1/2"=1'-0 <br />PAVERS TYP. <br />• "' � (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />30"x30"x12" CONC, <br />FTG. w/ (3) #4 <br />r REBAR EA. WAY <br />VEHICLE SIDE OF PEDESTAL, <br />#4 REBAR 3" <br />FROM TOP & 10" <br />BEND @ BOTTOM <br />I I I <br />Q - N <br />L 30" I. <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1 /2"4-0 <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />SCALE: 1 /2"=V-0 <br />CORNER BAR WITH 25"I Of ri <br />VERTICAL DOWEL <br />' ' <br />` • <br />,. <br />MIN. LAP SPUCE EACH <br />AS REO'D IN PLAN <br />`••` <br />�•`� <br />• <br />SIDE. SAME SIZE AS <br />+ <br />� _ <br />CONT. FOOTING STEEL <br />�''••.:I <br />ALTERNATE TO CORNER <br />.w:. .: � ' �• •. ' �`::;:.} . <br />NUMBER OF CORNER <br />SPUCE: PROVIDE CONT. <br />•�'`'�•`• � � •-� ^�� • I' <br />y <br />BARS EQUALS NUMBER <br />STEEL REINF. BARS BENT <br />«j� <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />�."�•` <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 FTG, CORNERS <br />SCALE: 1/2"=1'-0 <br />a <br />0 <br />cV <br />O <br />CV <br />CD <br />0 <br />U <br />C,Q.A,# ARCHITECTURE: <br />AA26002802 <br />O <br />O <br />O <br />M <br />i <br />OO <br />0 <br />r I) <br />� <br />O <br />iN <br />C-0 <br />V <br />` -4 <br />cis <br />•O <br />0 <br />N <br />0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx /xx /xxxx <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Family <br />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />,5 <br />0 BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />8/31 /20 I <br />DAT `S1\%J1111111 A! <br />tI iPLAN NAME <br />.` Cedar <br />NPC CHILD NUMBER <br />No. 862810.500 <br />.I <br />SHEET <br />S1.0 <br />ff{#t11II111�� •''1 <br />