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(1) #5 REBAR w/LAP PER <br />COVERSHEET <br />8" C.M.U. FINISH PER ELEV. <br />OL-o'-0. 7�j <br />FINISH GRADE <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9' STARTER <br />�-0. COURSE9*' <br />1-4' 0 2 ST Y ALT. CMU SEAT 0 -W <br />EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE: 1/2'4-0 <br />3/4' RECESS IN SLAB 10 1/2' 8' C.M.U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR <br /></i\-7"' <br />w . <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 RECESS WITH PAVERS <br />2x AT 24'0.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTEIM OR <br />TAPOMS 016' O.C. OR (2) ROWS 12e 1/2' G.W.B. EA. SIDE <br />GM NAILS 012' O.C. <br />STEP PER PLAN <br />SLOPE ., �:..., . <br />a o <br />on <br />6 1/2" (1) J4 ROD CONT ON <br />CHAIRS UNO <br />STEP CONDITION <br />THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2°=1'-0 <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F1� BEARING PENETRATION DETAIL <br />SCALE: 1/2'=1'-0 <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 />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE 1/2'=1'-0 <br />3/4' RECESS IN SLAB — <br />FINISH FLOOR <br />CMU COL PER <br />PLAN <br />—15 REBAR <br />w/LAP PER <br />W <br />COVERSHEET <br />_0A. SLOPE <br />--- <br />W <br />10 CD <br />m <br />CONCRETE FOOTING <br />o <br />w/REBAR AS NOTED <br />i Z <br />ON FOUNDATION PLAN '`• --�-` <br />(IF REQUIRED) <br />PER PLAN <br />teo <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />-rg -, <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />=i <br />= . • MONOLITHIC FOUND. <br />w/(2) J4 DIA. RODS <br />CONT. ON CHAIRS. <br />RECESS WITH SLAB <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TOM 016' D.C. OR (2) BOWS 12d <br />GUN NAILS 012' O.C. <br />START SLOPE EN 2" <br />SLOPE <br />•..: * , <br />FLUSH CONDITION <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 />SCALE: 1/2'=1'-0 <br />GROUT BED <br />00 <br />1A. <br />1'-4' 0 2-STORY <br />EXTERIOR DOOR SILL @SI <br />SCALE: 1/2'=1'-0 <br />—#5 REBAR <br />w/LAP PER <br />COVERSHEET <br />iCD 0 o w z <br />m <br />o z <br />(1) ,J5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />SCALE 1/2'=1'-0 <br />1'-4' 0 2 STORY <br />POURED CURB <br />FINISH GRADE <br />o —MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />12' SQUARE C.M. . <br />COL PER PLAN w (2) 15 RON w/ <br />25' LAP MIN. <br />0 EACH RUB CELL <br />' SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />_wb MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2'=1'-0 <br />2-1/2' 0 IMPACT a <br />DOOR DOOR PER SPEC Z <br />jU—ws-L_0___w <br />PAVERS PER SPEC PAVERS PER 3° a DOOR PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />a VARIES) DOOR THRESHOLD PER PLAN <br />PE _ <br />SLOPE 01-00 <br />PER?LAN 0. <br />ALT. BRICK <br />PER PLAN <br />,... <br />THRESHOLD <br />v...':� <br />00 <br />HP <br />M <br />Ui <br />I MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />1-0" <br />T <br />W/ (2) #4 DIA. RODS <br />w/(2) 14 DIA. RODS <br />w/(2) 4 DIA. RODS <br />` ` <br />V4 <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS 1-4' 0 2-STORY <br />::+ <br />ALT. FLUSH BRICK <br />1'-4' 0 2 S <br />Y <br />EXTERIOR DOOR SILL @ ENTRY (Pavers) <br />THRESHOLD <br />EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />(1) J4 ROD CONT. ON <br />2x AT 241C. MAX. CHAIRS <br />TYPICAL 3 1/2' CONC. <br />.1/2' G.W.B. EA. SIDE FINISH GRADE SLOPE SLAB <br />f •' _ ••I <br />THICKENED SLAB EDGE <br />SCALE 1/2'=1'-0 <br />SLR. <br />PAVERS TYP. <br />(1) #44 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2'=1'-0 <br />VERTICAL DOWEL - <br />AS REQ'D IN PLAN <br />LAP SPLICE <br />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 (TYP.) (1) /4 REINFORCMENT 4s SEE FOUNDATION PLAN 4" <br />BAR CONT. a <br />a <br />CONC. PER SCHEDULE w <br />a <br />SLOPE TO DRAIN - <br />MONOLITHIC FOUND. <br />W/ (2) /4 DIA. [ - <br />RODS CONT. ON Cm <br />r .. ••] f.. ay.1 _ �; •. js.., .i ..3. <br />CHAIRS <br />Fa SHOWER RECESS <br />SCALE 1/2-4-0 <br />CORNER BAR WITH 25" <br />MN. 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 />CV <br />O <br />N <br />ca <br />a <br />0 <br />U <br />C.O.A.# ARCHITECTURE: <br />AA260028M <br />C) <br />t'J <br />� <br />r--1 <br />00 <br />0 <br />V, <br />� <br />O <br />00 <br />A� <br />Cn <br />U� <br />O <br />co <br />Nm� <br />tPulteGroup- <br />PRODUCT MANAGER <br />7 <br />RELEASE <br />DATE: XX /XX /XXXX <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Fan l <br />C) THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Hte <br />3/31 /21 <br />DATE,`{{{IlllitJJ f <br />`�� 3p1Y�IN f, PLAN NAME <br />Hi h ate <br />NPC CHn NU ER <br />°• 1;602 - 12811.500 <br />SHEET <br />00 s ....... ,., SLO , <br />ff,/II JAI.{�xIII%>> <br />