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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 />OIL-O,-O" <br />FINISH GRADE <br />co <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER <br />COURSE u <br />l I 4'02ST y ALT. CMU SEAT @ -lY; <br />EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE: 1/2'=1'-O <br />3/4' RECESS IN SLAB 10 1/2 8" C.M.U. WALL FINISH <br />FINISH FLOOR <br />=_�\ PER ELEVATION <br />SLOPE <br />.................. ................... <br />.............. <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />6 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' D.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS 0 12' D.C. <br />STEP PER PLAN <br />1'-0" <br />41 <br />V 1 _ 0,, 6 1/2 (1) #4 ROD CONT. ON <br />_ CHAIRS UNO <br />STEP CONDITION <br />708_THICKENED SLAB (@ GARAGE (NON -BEARING) <br />SCALE: 1/2"=1'-0 <br />CLEAN COMP, <br />l7fV <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />:F137BEARING PENETRATION DETAIL <br />SCALE: 112"=1'-0 <br />o <br />0 <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 />):3:cMASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2"=1'-0 <br />11-0. � <br />0 2 STORY <br />RECESS WITH SLAB <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' D.C. OR (2) ROWS 12d <br />GUN NAILS 0 ff D.C. <br />START SLOPE HERE 2" <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP <br />Uj <br />OdL -0'-0" SLOPE <br />111 <br />CD <br />LLJ <br />V M C.D <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN 4' 77r <br />(IF REQUIRED) <br />PER PLAN <br />Iters) <br />MASONRY WALL CORNER ON SPREAD FTG. <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <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 />#5 REBAR <br />w/25" MIN LAP <br />SCALE: 1/2*=1'-0 <br />2-1/2' @ IMPACT <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2-4-0 <br />-,--POURED CURB <br />—FINISH GRADE <br />r- <br />-MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />GROUT BED <br />DOOR <br />"u' <br />— PAVERS PER SPEC <br />DOOR PER SPEC <br />PAVERS PER <br />DOOR PER SPEC <br />— P-' <br />C-4 (THICKNESS VARIES) <br />DOORTHRESHOLD <br />SPEC (THICKNESS <br />LLJ <br />DOOR THRESHOLD <br />PER PLAN <br />VARIES) <br />SLOPE <br />OIL <br />0' -0' E <br />SLOPE <br />'d-, 011-0" <br />PER PLAN <br />r <br />:2� <br />ALT. BRICK <br />AN <br />OIL PER PLAN <br />THRESHOLD <br />ICI=ICI=ICI III <br />III P <br />CD <br />(3 <br />00 <br />I I 1--6-71rl 171-111 — <br />III <br />LLJ <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />11-011 <br />L <br />L <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />w/(2) #4 DIA. RODS w/(2) #4 DIA. ROD <br />®2-STORY <br />l'-4" CONT. ON CHAIRS <br />l'-4* 2-STORY <br />@ <br />V <br />�ST <br />CONT. ON CHAIRS <br />-, <br />III <br />t <br />ALT. FLUSH BRICK <br />17-4'-@ 2 <br />Y <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL @ ENTRY <br />(Pavers) <br />THRESHOLD <br />EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2'=1'-0 <br />FINISH <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONIC. <br />SLOPE SLAB <br />THICKENED SLAB EDGE <br />SCALE: 1/2"=1'-0 <br />PAVERS TYP. <br />-#--U 4 � (1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2"=1'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />SPLICE EACH <br />MIN,. <br />AS REQ'D IN PLAN <br />SAME SIZE AS <br />CONT. FOOTING STEEL <br />ALTERNATE CORNER <br />NUMBER OF CORNER <br />TO <br />SPLICE: PROVIDE CONT, <br />STEEL RENE BARS BENT <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />:q <br />BUILDING CODE. <br />NUMBER OF REBAR <br />I <br />25" MIN. <br />PER PLAN <br />LAP SPLICE <br />:F1:2:REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2"=1'-0 SCALE: 1/2"4-0 <br />(1) #4 REINFORCMENT SEE FOUNDATION PLAN <br />BAR CONT. <br />CONC. PER SCHEDULE <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2"=1'-0 <br />C.OA.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />El THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />419/21 <br />DATE <br />.,\ ILIA I <br />o.8602 <br />o STATEAT <br />10 At - <br />I 1111W \ <br />O <br />C:) <br />U-) <br />C <br />'llzr <br />cf) <br />cl? <br />V .. 4 <br />oo <br />CC) <br />O <br />00 <br />"'Ln <br />C14 <br />-:V <br />cn <br />O <br />bb <br />NV <br />F+y <br />*PulteGn, uipr <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />Pulte <br />