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0 <br />(1) #5 REBAR w/LAP PER <br />COVERSHEET <br />8' C.M.U. FINISH PER ELEV. <br />OIL-0'-O- <br />FINISH GRADE <br />00 <br />MONOLITHIC FOUND. <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 0 -%* <br />� 1 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 />1'-4' 0 2 STORY <br />cos GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 <br />RECESS WITH PAVERS <br />2x P.T. PLATE SEMB TO SUB w/ <br />3' POLDER ACTUATED FASTENMS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />GUN NAILS 012' O.C. <br />STEP PER PLAN <br />LOPE <br />1'-0„ <br />11/2" <br />STEP CONDITION <br />THICKENED SLAB <br />@ GARAGE (NON -Ell <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMP) <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />BEARING PENETRATION DETAIL <br />SCALE- 1/2'=1'-0 <br />1» <br />DNOLITHIC FOUND. <br />/(2) #4 DIA. RODS <br />)NT. ON CHAIRS. <br />CMU COL PER <br />PLAN <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 />W MASONRY WALL <br />SCALE: 1/2'=1'-0 <br />3/4' RECESS IN SLAB ------- <br />FINISH FLOOR <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/LAP PER <br />COVERSHEET <br />_0,_0„ ' SLOPE <br />in of Q z <br />m C <br />CONCRETE FOOLING <br />o <br />w/REBAR AS NO <br />i Z <br />ON FOUNDATION PLAN , , <br />• " <br />, <br />(IF REQUIRED) — <br />PER PLAN <br />rerJ <br />of <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1 /2'=1'-0 <br />-r- ur-I <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />RECESS WITH SLAB <br />2x AT 24'0.C. MAX. <br />1/2' G.W.B. EA. SIDE <br />2x P.T. PLATE SECINLFD TO SUB w/ <br />3' POLDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />GUN NAILS 012' O.C. <br />o START SLOPE HERE 2" <br />SLOPE <br />(1) 14 ROD CONT. ON <br />CHAIRS LINO <br />FLUSH CONDITION <br />INGI <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1 /2'=1'-O <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 (TIR) <br />MONOLITHIC FOUND. <br />W/ (2) 14 DIA. <br />RODS CONT. ON <br />CHAIRS <br />GROUT BED <br />00 <br />1-0 <br />1'-4' 0 2-STORY <br />EXTERIOR DOOR SILL @SI <br />SCALE 1/2'=1'-O <br />FINISH <br />SLOPE <br />THICKENED SLAB EDGE <br />SCALE 1/2'=1'-0 <br />—#5 REBAR <br />w/LAP PER <br />COVERSHEET <br />Wz <br />m <br />o z <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />11 00 <br />1'-4' 0 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-0 <br />POURED CURB <br />FINISH GRADE <br />Ig —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />If SQUAD C.M. . <br />COL PER PLAN w (2) #5 REBAR w/ <br />25' LAP MIN. <br />0 EACH FILLED CELL <br />SLOPE <br />PAVERS OR SLAB PER SPEC. <br />4 <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />Fa3D MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />LSLOPE <br />- 0 IMPACT J <br />z o <br />DOOR PER SPEC PAVERS PER (3�PER SPEC a DOOR PER SPEC <br />ESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />a VARIES) DOOR THRESHOLD PER PLAN <br />- 0 - „ <br />SLOPE ,'�' <br />PER PLAN X �'—'ALT. BRICK PER PLAN <br />z ,.: . <br />THRESHOLD <br />o _-}�. --III II�� � -00 <br />� I•. I IF�. <br />W <br />I 3 - MONOLITHIC FOUND. <br />Cl-i:' . y <br />MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-O" - — W/ (2) #4 DIA. RODS <br />w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'-0" CONT. ON CHAIRS <br />CONT. ON CHAIRS CONE ON CHAIRS 1-4 0 2-STORY ,.�.': :+ I 1'-4 <br />ALT. FLUSH BRICK <br />aD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />SLAB <br />z <br />(1) 14 REINFORCMENT 4' SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />Cl- <br />CONC. PER SCHEDULE W <br />a <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE 1/2'=1'-0 <br />SCALE: 1/2'=1'-0 <br />PAVERS TYP. <br />•�U (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 />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />'.'-; .:. :.• ' �' ; s . <br />' <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />' ` <br />'^ � <br />; ° �:•':: • <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />�` <br />WITH THE INTENT OF THE <br />'.. <br />' '� "' �; •-':;'': • :�. <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 />C <br />r-L <br />00 <br />•+j <br />O <br />0 <br />v <br />o <br />00 <br />A� <br />+'+ <br />a <br />I. <br />U;� <br />♦'■I■� <br />r4•.�� <br />V <br />O <br />bA <br />polml <br />N <br />� <br />PRODUCT MANAGER <br />IRELEASE I <br />I)Alr. in /-�n hne)n <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Fan it <br />C7 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />12/29/20 <br />Pulte <br />DATE``ti{i{{i!I <br />PLAN NAME <br />Highgate <br />NPC CHIM NU ER <br />= <br />2811.500 <br />E OF �� <br />SHEET <br />G <br />'•p�OR11D0`. � <br />S1.0 <br />��• <br />1/1,NAL ���t <br />