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(1) #5 REBAR wAAP PER <br />COVERSHEET CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />.44-o" - <br />"I. . <br />FINISH GRADE <br />00 <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />9' STARTER j <br />COURSE : . a <br />ALT. CMU SEAT @ <br />FROM TOP OF SLAB <br />EXTERIOR MASONRY WALL FTG <br />STARTER <br />-0 �1-4' @ �2ST Y <br />SCALE: 1/2°=1'-0 <br />3/4' RECESS IN SLAB 10 1/2 8" C.M.U. WALL FINISHPER ELEVATION <br />FINISH FLOOR <br />" <br />4177 <br />SLOPE <br />am-11. <br />............... ................... <br />........... <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'4-0 RECESS WTH 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 0 16' D.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE <br />GUN NAILS @ 12" D.C. <br />STEP PER PLAN <br />tSLOPE:7 <br />ICD ��j 1, <br />(1) #4 ROD CONT. ON <br />r6 1/2" CHAIRS UNO <br />STEP CONDITION <br />os THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1/2"=1'-0 <br />CLEAN COMP) <br />0' <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F:13) BEARING PENETRATION DETAIL <br />SCALE: 1/2'=I'-0 <br />VI <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 />41 _40F <br />D:3:c:) MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2*=1'-0 <br />3/4' RECESS IN SLAB <br />FINISH FLOOR <br />2x P.T. PLATE SECURED TO SLAB W/ <br />Y POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' D.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' O.C. <br />START SLOPE HERE — <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1/2"=1'-0 <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />wAAP PER <br />COVERSHEET <br />-0,_0„ SLOPE <br />UD <br />IV M C-D <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />/ers) <br />MASONRY WALL CORNER ON SPREAD Fr( <br />SCALE: 1/2"=1'-0 <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 />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 />GROUT BED <br />7 .7 <br />1'-4" @ 2-STORY <br />EXTERIOR DOOR SILL @S <br />SCALE: 1/2'=V-0 <br />—#5 REBAR <br />WAAP PER <br />COVERSHEET <br />.. o fm <br />Iw MCD <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />1`74 0 2 STORY <br />EXT, MASONRY WALL @ GARAGE <br />SCALE: 1/2"=I'-0 <br />POURED CURB <br />—FINISH GRADE <br />—MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />12" SQUARE C.M. . <br />COL PER PLAN w (2) #5 REBAR w/ <br />w <br />cc 25" LAP MIN. <br />0 EACH FILLED CELL <br />ot 01-0. SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION <br />q1 PER PLAN <br />PLAN (IF REQUIRED) <br />(63b-MASONRY COL, ON SPREAD FG, <br />SCALE: 11/2'4-0 <br />2-1/2' @ IMPACT <br />J <br />V <br />DOOR <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />PAVERSPER <br />(_3 <br />wDOOR <br />n <br />PER SPEC <br />C14 (THICKNESS VARIES) <br />'> <br />��—SLO <br />DOOR THRESHOLD <br />(71 <br />SPEC (THICKNESS <br />VARIES) <br />DOOR THRESHOLD <br />PER PLAN <br />SLOPE <br />gkO'-O* F.F. <br />SLOPE <br />Ai-\ 0"l—o" <br />\Aw <br />PER PLAN,-6 <br />:.,. <br />-... . .. ... . <br />:.. .. <br />ALT. BRICK <br />i, PER PLAN <br />THRESHOLD <br />4 <br />I I Ed I MI I I I' <br />Q <br />=1 I M r--, <br />3" <br />17� <br />L4_J <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />wA2) #4 DIA. RODS w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />1 -4 ®2-STORY <br />ALT. FLUSH BRICK 714 @ �2ST <br />Y <br />D (Pavers) <br />EXTERIOR DOOR SILL (@ ENTRY (Pavers) <br />THRESHOLD EXTERIOR DOOR SILL (@ ENTRY (Concrete) <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONIC. <br />FINISH GRADE SLAB <br />SLOPE <br />4- <br />THICKENED SLAB EDGE <br />SCALE 1/2"=1'-0 <br />(1) #4 REINFORCMEN <br />SEE FOUNDATION PLAN 4 <br />BAR CONT. <br />CONC. PER SCHEDULE <br />SCALE: 1/2'=1'-0 <br />T <br />< <br />% <br />SLOPE TO DRAIN <br />4 <br />Y <br />SHOWER RECESS <br />SCALE 1/2-4-0 <br />BOND BEAM PER PLAN <br />(1) #5 REBAR w/ <br />LAP PER <br />COVERSHEET <br />FINISH GRADE PER <br />PLAN <br />MASONRY WALL ON <br />SCALE: 11/2'4-0 <br />WALL HEIGHT PER PLAN <br />FINISH GRADE <br />PAVERS PER PLAN <br />(2) #4 REBAR <br />DNTINUOUS FTG. <br />PAVERS TYP. <br />'14f,--u 4' (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2'=1'-0 <br />VERTICAL DOWEL - <br />AS REQ'DIN PLAN <br />LAP SPLICE <br />:F12) REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2'4-0 <br />CORNER BAR WITH 25" <br />MIN. LAP SPLICE 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.OA.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />N BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />3/31/21 <br />DATE <br />STATE 0 <br />''�fstor�rA <br />O <br />Lr) <br />co <br />r__q <br />00 <br />cn, <br />1_ <br />p-, <br />O <br />4j <br />CIO <br />­:v <br />Cc) <br />as <br />8 <br />­-4 <br />PI-4 <br />r <br />4­10 <br />*PulteGroup <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPCCHTID NU ER <br />12811.500 <br />SHEET <br />S1.0 <br />-1 _F_ V A"L-Jl l: k FT111J] :111 d' 11411h IIIIAMULdii4:1 Ill[ I j a. I I A I I i I __T_ i <br />