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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'-0" <br />FINISH GRADE <br />00 <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS "02ST <br />9" STARTERCOURSE Y ALT. CMU SEAT 0 -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 />SLOPE <br />-i <br />—..!..---�__IL <br />---------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 @ IC O.C. OR (2) ROWS 12d <br />1/2' G.W.B. EA. SIDE <br />GUN NAILS 0 12' O.C. <br />STEP PER PLAN <br />�SSL�OPEPF'.*.�', <br />. <br />Fiv-p" <br />0 6 1/2" <br />(1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITON <br />8 THICKENED SLAB (a. GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMB <br />PVC SLEEVE <br />i'-4' 0 2 STORY <br />F13 _ BEARING PENETRATION_ DETAIL <br />DE <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 />PAVERS OR SLAB PER SLOPE ' <br />SPEC. —` <br />CONCRETE FOOTING P; <br />w/REBAR AS NOTED '.: �`. <br />ON FOUNDATION PLAN •. --f »: <br />(IF REQUIRED) — <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2" l'-O <br />3/4' RECESS IN SLAB — <br />FINISH FLOOR <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 12' O.C. <br />START SLOPE HERE - <br />PENETRATING <br />PVC SLEEVE <br />milts <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP <br />-O'-O" SLOPE <br />CD <br />uj m � <br />CONCRETE FOOTING— <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) — <br />PER PLAN <br />Hers) <br />MASONRY WALL CORNER ON SPREAD FTG, i <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />0SLOPE <br />=a <br />—I — MONOLITHIC FOUND. <br />III w/(2) #4 DIA. RODS <br />CONT, ON CHAIRS. <br />1'-0" <br />1'-4" 0 2 STORY <br />RECESS WITH SLAB <br />FLUSH CONDITION <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 TE (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 />Q POURED CURB <br />FINISH GRADE <br />00 <br />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />1'_U� CONT. ON CHAIRS <br />1'-4 0 2 STORY <br />Fo4 EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2"=V-0 �� SCALE: 1/2"=1'-0 <br />2-1/2" 0 IMPACT <br />GROUT BED <br />DOOR DOOR <br />PAVERS PER SPEC <br />PER SPEC <br />Q <br />-� <br />PAVERS PER <br />(THICKNESS VARIES) DOOR <br />THRESHOLD <br />SPEC (THICKNESS <br />i <br />VARIES) <br />F. <br />SLOPE <br />0'-0' F.F. <br />SLOPE <br />..... <br />. . .... . <br />PER PLAN <br />x <br />00 <br />III=III—III=11 <br />—ICI—ICI <br />III <br />��I <br />�� <br />00 <br />o <br />;.�, <br />�•".:"a.— <br />_ <br />ICI —ICI <br /><.: <br />il�I�; <br />1� <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND.---"" <br />1'-4�12-STORY <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />w/(2) #4 DIA. RODS 1' 4" <br />CONT. ON CHAIRS <br />2-STORY <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL <br />@ ENTRY (Pavers) <br />SCALE: 1 /2'4-0 <br />SCAT F: 1 /2"=1'-0 <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />FINISH GRADE SLOPE SLAB <br />•:r. ` z <br />THICKENED SLAB EDGE <br />SCALE: 1 /2"=1'-0 <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. Q <br />a <br />CONC. PER SCHEDULE <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2-4-0 SCALE: 1 /2"=1'-0 <br />CONCRETE SLAB ON <br />CLEAN COMPACTED FILL 1/8' SAW CUT <br />SAW CUT <br />NOTE: <br />SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. <br />TYPICAL SAW CUT JOINT <br />SCALE: 1 /2'4-0 <br />•i <br />0 <br />in <br />`o <br />a <br />0 <br />N <br />O <br />N <br />0 <br />N <br />N <br />N <br />U <br />N <br />0 <br />W <br />0 <br />a <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />PER PLAN <br />ALT. BRICK <br />.... :........ <br />THRESHOLD <br />00 .. � 11 FiLl <br />II <br />n W <br />VIALT. <br />FLUSH BRICK <br />1'-4RESHOLD EXTERIOR DOOR SILL (a. ENTRY (Concr( <br />PAVERS TYP. <br />(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2"=1'-0 <br />• PER PLAN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />PONT. ON CHAIRS <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br /># ' • <br />'= <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />' <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL. <br />ALTERNATE TO CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REJNF. BARS BENT <br />_ ?�-` <br />- y .•.:..,- { <br />EQUALS U <br />BARS EQUA NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />? <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'-O - <br />CD <br />CV <br />O <br />N <br />c� <br />a_ <br />0 <br />0 <br />C,O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />THOMAS A. WEBER, PE <br />R.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />1/6/21 <br />RATE <br />`\\ t ! <br />P''l IN f ri <br />o. 8 <br />�y <br />ST OF <br />W <br />oM <br />? <br />t'J <br />t -N <br />00 <br />41 <br />M <br />N <br />o <br />00 <br />;_q <br />C=) <br />U <br />M <br />r___4 <br />Z::v I <br />r-� <br />03 <br />FO <br />0 <br />bA <br />as <br />N <br />� <br />tPulte"iii-c <br />PRODUCT MANAGER <br />I RELEASE I <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />