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(1) #5 REBAR wl 25" LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />4-0,-0" <br />�—L I <br />FINISH GRADE <br />cc <br />MONOLITHIC FOUND. -Lj <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />9" STARTER <br />COURSE_ <br />ALT. CMU SEAT @ -1Y2- <br />EXTERIOR MASONRY WALL FrG FROM TOP OF SLAB <br />SCALE: 1/2*=1'-0 <br />3/4' RECESS IN SLAB 10 1/2' <br />FINISH FLOOR <br />.4% <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />................ <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />1'-4' 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE 1/2'=1'-0 RECESS WITH PAVERS <br />2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24"O.C. MAX. <br />3' POWDER ACTUATED FASTENERS OR —\ <br />TAPCONS 0 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS @ 12* O.C. <br />STEP PER PLAN <br />I.SLOPE <br />[4" <br />(1) #4 ROD CONT. ON <br />0' 6, CHAIRS UNO <br />STEP CONDITION <br />os THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1/2"=1'-0 <br />CLEAN COMPj <br />PVC SLEEVE <br />1'-4' @ 2 STORY <br />BEARING PENETRATION DETAIL <br />SCALE: 1/2"=1'-0 <br />cf) <br />DE V1 <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 <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />id� MASONRY WALL CORNER ON SPREAD FrG. <br />SCALE: 1/2'=1'-0 <br />3/4' RECESS IN SLAB <br />FINISH FLOOR-----i, <br />CMU COL PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP <br />o'-o" SLOPE <br />Ill <br />C:) <br />QZ <br />L.Lj ag <br />m CD <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />ieos MASONRY WALL CORNER ON SPREAD FrG. i <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />L <br />EE= <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />RECESS WITH SLAB <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR -V11 <br />TAPCONS 0 16- O.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <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 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 />J <br />FINISH GRADE <br />MONOLITHIC FOUND. <br />07 <br />wA2) #4 DIA. RODS <br />it 0. CONT. ON CHAIRS <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 <br />2-1/2" @ IMPACT <br />DOOR <br />GROUT BED DOOR PER SPEC <br />--j PAVERS PER L�j DOOR PER SPEC <br />PAVERS PER SPEC n SPEC (�� -- n <br />c--4 (THICKNESS VARIES) DOOR THRESHOLD ID (THICKNESS <br />DOOR THRESHOLD N <br />VARIES) <br />SLOPE <br />0'-0° F.E. <br />SLOPE 'd-, 0'1-0" <br />4R PLAN <br />DOOR 0 <br />PAVERS <br />(THICKNESS <br />SLOPE <br />PER PLAN <br />ALT. BRICK <br />PER P LAN <br />00 <br />THRESHOLD <br />EEI I IEI <br />cc, <br />co <br />—1 1 ITT, <br />MONOLITHIC FOUND. <br />it Do, <br />�'—MONOLITHIC FOUND. <br />RODS <br />wA2) #4 DIA. R <br />MONOLITHIC FOUND.-"' <br />wA2) #4 DIA. RODS <br />11-01) <br />-7 L <br />L <br />W1 (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />V-4" 0 2-STORY CONT. ON CHAIRS <br />1 -4 0 2-STORY <br />CONT. ON CHAIRS <br />'�-4' 0 2 ST01Y <br />ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL @ ENTRY <br />(Pavers) <br />THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2'=I'-0 <br />FINISH <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />SLOPE <br />SLAB <br />4 <br />t-ay-ZI I SIN -4;!� <br />THICKENED SLAB EDGE <br />SCALE: 1/2'=1'-0 <br />PAVERS TYP. <br />#4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2*=1'-0 <br />VERTICAL DOWEL - <br />AS REQ'D IN PLAN <br />LAP SPLICE <br />REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2"=1'-0 SCALE 1/2"=1'-0 <br />(1) #4 REINFORCMENT A" SEE FOUNDATION PLAN <br />BAR CONT. CONC. PER SCHEDULE <br />SLOPE TO DRAIN <br />. .*.Ik . - I <br />, " :7-- 11 <br />SHOWER RECESS <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 />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A,# ENGINEERING: <br />29349 <br />n THOMAS A. WESER, P, <br />P>E. # 73242 FLORIDA <br />8 BENJAMIN N1 ESE, PE <br />RE,#86025 FLORIDA <br />5/24/21 <br />kxjI fill <br />1/101VAL <br />1111111100 <br />c <br />C? <br />00 <br />to <br />o <br />VJ <br />� <br />00 <br />c7l" <br />C3 <br />U <br />`Y' <br />;0I� <br />m <br />bA <br />N <br />� <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx /xx /xxxx <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />Pulte <br />