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(1) 15 REBAR w/LAP PER <br />COVERSHEET <br />8" C.M.U. FINISH PER ELEV. <br />CMU COL PER <br />PLAN <br />0'-0" _ PAVERS OR SLAB PER SLOPE <br />FINISH GRADE SPEC. - <br />CO }, <br />o CONCRETE FOOTING <br />MONOLITHIC FOUND. `.:;,`'. - w/REBAR AS NOTED <br />W/ (2) #4 DIA. RODS ON FOUNDATION PLAN +"`< <br />CONT. ON CHAIRS 9' STARTER af (IF REQUIRED) <br />1-0 COURSE <br />1-4' 01 ST Y ALT. CMU SEAT 0 -1)r PER PLAN <br />�0 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB F_mc MASONRY WALL CORNER ON SPREAD FT <br />SCALE: 1/2'=1'-0 SCALE 1/2'=1'-0 <br />3/4' RECESS IN SLAB 10 1/2' 8' C.M.U. WALL FINISHPER ELEVATION 3/4' RECESS IN SLAB <br />FINISH FLOOR FINISH FLOOR <br />w A' <br />SLOPE <br />'- MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />os 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 SUB w/ <br />3' PONDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) Rows 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS 012' O.C. <br />STEP PER PLAN ILI <br />SLOPE <br />4 <br />1/2" (1) +4 ROD CONT. ON <br />CHAIRS LINO <br />STEP CONDITION <br />THICKENED SLAB (@ GARAGE (NON -BEARING) <br />SCALE: 1 /2°=V-0 <br />CLEAN COMP) <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />ViiE BEARING PENETRATION DETAIL <br />SCALE: 1/2'=1'-0 <br />RECESS <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 />SLOPE <br />R" <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE PENETRATING <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />SCALE: 1 /2'=1'-0 <br />-#.5 REBAR <br />w/LAP PER <br />COVERSHEET <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 />FLUSH CONDITION <br />2x AT 24'O.C. MAX. <br />1/2' G.W.B. EA. SIDE <br />CMU COL PER <br />PLAN <br />Lo <br />uj <br />OIL -0'-0" <br />SLOPE <br />=•; <br />CONCRETE FOOTING - <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-O <br />GROUT BED <br />00 {: <br />,,0„- <br />1'-4' 0 2-STORY <br />EXTERIOR DOOR SILL @SI <br />SCALE: 1/2'=1'-0 <br />FINISH GRADE <br />-#5 REBAR <br />w/LAP PER <br />COVERSHEET <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />SCALE: 1/2'=1'-0 <br />1'-4' 0 2 STORY <br />1_�_ POURED CURB <br />FINISH GRADE <br />-MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />12' SWARE C.M. . <br />COL PER PLAN W (2) 15 RON w/ <br />25" LAP MIN. <br />0 EACH FILLED CELL <br />SLOPE <br />PAVERS OR SLAB SPEC. <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />FaiD MASONRY COL. ON SPREAD FTG, <br />SCALE: 1 /2•=1'-O <br />LD <br />' 0 IMPACT " <br />DOOR PER SPECS PER SPEC PAVERS PERDOOR PER SPEC <br />NESS VARIES) DOOR THRESHOLD Of SPEC (THICKNESSVARIES)DOOR THRESHOLD PER PLAN <br />�0'_0• F.F. , <br />PER PLAN`- SLOPE 0 - " <br />ALT. BRICK PER PLAN <br />_ THRESHOLD <br />oo (3" <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. MONOLITHIC FOUND. 1-0" , 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 CONT. ON CHAIRS 1'-4 0 2-STORY :`. 1'-4' 0 2 ST Y <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 />SLOPE SLAB <br />w ' Zr <br />i"YI� <br />THICKENED SLAB EDGE <br />SCALE: 1 /2'=1'-0 <br />PAVERS TYP. <br />•"��_��(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 />:': d, :..- ',y <br />MIN. LAP SPUCE EACH <br />AS REQ'D IN PLAN <br />' <br />SIDE. SAME SIZE AS <br />CONT, FOOTING STEEL <br />ALTERNATE TO CORNER <br />= -` '; s•. <br />NUMBER OF CORNER <br />SPLICE PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />::. <br />`%�"`. '"'�� <br />' ` ' ' ` r •: ` <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <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 SCALE 1/2'=1'-O <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (DR) (1) $4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />a <br />CONC. PER SCHEDULE W <br />a <br />SLOPE TO DRAIN <br />MONOLITHIC FOUND. ' :,, f •^' "s ' <br />W/ (2) #4 DIA. <br />RODS CONT. ON `:i' :�..:•r: ....�.;•�, <br />CHAIRS <br />Fes SHOWER RECESS <br />SCALE 1/2'=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />11 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />3/31/21 <br />DATE <br />��� �.• • 1C . to <br />o. 602 <br />STATE OF <br />1111 <br />0 <br />o� <br />r--I <br />v <br />°O <br />M <br />0 <br />ul) <br />00�0 <br />NIT <br />A <br />Cr <br />v8 <br />v� <br />U <br />bb <br />N <br />� <br />*Pu [to G ro, <br />I• <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pl lte <br />PLAN NAME <br />Highgate <br />NPC CHn NU ER <br />2811.500 <br />SHEET <br />S1.0 <br />