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(1) #5 REBAR wAAP PER <br />COVERSHEET CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />_01-011 <br />FINISH GRADE <br />00 <br />MONOLITHIC FOUND.--------' <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />9' STARTER j <br />VA. COURSE _a <br />1'-4- @ 2 STY ALT. CMU SEAT @ -%" <br />EXTERIOR MASONRY WALL FrG FROM TOP OF SLAB <br />SCALE: 1/2'4-0 <br />3/4' RECESS IN SLAB 10 1/2" <br />FINISH FLOOR --------- <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 />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 SLAB w/ <br />VA. <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' D.C. OR (2) ROWS 12d <br />1/2" G.W.B. EA. SIDE <br />GUN NAILS ®12' D.C. <br />STEP PER PLAN <br />SLOPE <br />1/2 <br />0" 6" (1) #4 ROD CONT. ON <br />CHAIRS LINO <br />STEP CONDITION <br />_`� o THICKENED SLAB 0 GARAGE (NON -BEARING) <br />8 <br />SCALE: 1/2"=V-0 <br />CLEAN COMPi <br />0 <br />PVC SLEEVE <br />1 @ 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1/2'=1'-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 />7-, 7Z--,. -. <br />ON FOUNDATION PLAN 7!F7 <br />(IF REQUIRED) <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE. - 1/2'4-0 <br />3/4' RECESS IN SLAB <br />FINISH FLOOR <br />RECESS WITH <br />CMU COL. PER <br />PLAN <br />_#5 REBAR <br />#5 REBAR <br />w/LAP PER <br />w/LAP PER <br />COVERSHEET <br />-0-0SLOPE <br />OIL '" <br />COVERSHEET <br />III <br />o <br />­c z: <br />- S Q�' <br />ui Of <br />IV Im C-D <br />.11 <br />CONCRETE FOOTING <br />Muj CD <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />m <br />sw <br />(IF REQUIRED) <br />m <br />--NN- <br />R PLAN <br />ters) <br />MASONRY WALL CORNER ON SPREAD FTG. <br />(concretel <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />152 POURED CURB <br />FINISH GRADE <br />o —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />Q.. <br />I I. CONT. ON CHAIRS <br />� 1-0 <br />1"-4- 0 2 STO'RY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-0 <br />8" C.M.U. WALL FINISH 2 1/2' @IMPACT <br />DOOR <br />PER ELEVATION GROUT BED DOOR PER SPEC <br />PAVERS PER LLJ <br />SPEC (THICKNESS <br />(THICKNESS VARIES) DOOR THRESHOLD O:f <br />VARIES) <br />SLOPE <br />PAVERS PER SPEC <br />0'-0° F.E. OLOI F.E. I LL <br />SLOPE <br />DOOR <br />PAVERS V <br />(THICKNESS <br />SLOPE <br />7/ (4 <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />U-L CONT._ON CHAIRS, <br />2x P.T. PLATE SECURED TO SLAB w/ <br />2x AT 24"O.C. MAX. <br />Y POWDER ACTUATED FASTENERS OR <br />-vk <br />TAPICONS @ 16' D.C. OR (2) ROWS 12d <br />GUN NAILS @ 12" O.C. <br />1/2' G.W.B. EA. SIDE <br />START SLOPE HERE 2 <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SIEVE <br />SCALE: 1/2-4-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W1 (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />12" SQUARE C.M. . <br />COL PER PLAN cn (2) #5 REBAR w/ <br />cc 25" LAP MIN. <br />0 EACH FILLED CELL <br />OL 0'-0' \4 SLOPE <br />L � <br />\1w <br />PAVERS OR SLAB PER SPEC. <br />o <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION <br />PER PLAN <br />I <br />PLAN (IF REQUIRED) <br />jhibMASONRY COL. ON SPREAD FTI <br />DOOR PER SPEC <br />DOOR THRESHOLI ,PER PLAN <br />PER PLAN <br />ALT. BRICK <br />mt-,, PER PLAN <br />M <br />THRESHOLD <br />00 <br />- <br />00 <br />00 <br />IF <br />.* <br />ICI <br />I <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA RODS <br />1 -00 <br />C3-- <br />: . . '1-0 <br />— <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />1 -4" @ 2-STORY <br />CONT. ON CHAIRS <br />1 -4" ®2-STORY <br />F­V <br />CONT. ON CHA'IRS <br />ALT. FLUSH BRICK <br />02 ST01Y <br />EXTERIOR DOOR SILL (@SGD (Pavers) <br />EXTERIOR DOOR SILL 0 ENTRY (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: 1/2'4-0 <br />(1) #4 REINFORCMEN <br />4" SEE FOUNDATION PLAN <br />BAR CONT. <br />CONC. PER SCHEDULE <br />cD <br />SCALE: 1/2*4-0 <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2'=1'-0 <br />PAVERS TYP. <br />IVAN <br />WWO M" <br />(1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2"=V-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER NUMBER OF CORNER <br />SPLICE PROVIDE CONT."` ;;-'- BARS EQUALS NUMBER <br />STEEL REINF. BARS BENT OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />BUILDING CODE. NUMBER OF REBAR <br />25" MIN, PER PLAN <br />d <br />LAP SPLICE <br />hu-REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2"=I'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />F1 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />8 BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />4/9/21 <br />DATE X%111111 <br />0. 8 <br />TAT <br />�V7 <br />A <br />/it lilt <br />=> <br />Q) <br />C? <br />00 <br />-IIIIIJ <br />co <br />'_' <br />* <br />p-, <br />VJ <br />� <br />C:) <br />a C. <br />ILIC) <br />C14 <br />cr, <br />.I I <br />co <br />• <br />­4 <br />O <br />PM4 <br />r <br />CI;3 <br />4-a <br />4 <br />0 <br />1 <br />*Pulte&C Up- <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 />High ate <br />_g <br />NPC CHI M NU ER <br />2811.500 <br />SHEET <br />S1.0 <br />