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MONOLITHIC FOUND.- <br />W/ (2) 14 DIA, RODS <br />CONT, ON CHAIRS <br />SCALE: 1/2"=1'-0 <br />ZQ L <br />J L <br />0,> <br />-4" @ 2 STOI <br />'WALL FTG <br />QPP APPA <br />PAVERS OR SLAB PER SPEC.-' <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION <br />PLAN (IF REQUIRED) PER PLAN <br />MASONRY COL, ON SPREAD FIG, <br />SCALE: 1/2"=1'-0 <br />3/4" RECESS IN SLAB 10 1 /2" <br />FINISH FLOOR <br />4" <br />(1) 15 REBAR w/ 25" LAP 8" OR 12" SQUARE <br />U.N.O. OR ROUND C.M.U. <br />8" C.M.U. FINISH PER ELEV. COL. PER PLAN <br />SLOPE <br />FINISH GRADE <br />PAVERS PER SPEC, <br />CONCRETE FOOTING <br />w/REBAR AS NOTED =' <br />9" STARTER •• _• �• ON FOUNDATION PLAN <br />COURSE (IF REQUIRED) PER PLAN <br />ALT, CMU SEAT @ 4Y' <br />FROM TOP OF SLAB r�� kJA0fNkIDV t%Al MI QDDCAII CT/- Qom. <br />8" C.M.U. BLOCK FILLED <br />SOLID w/GROUT <br />4" C.M.U. BLOCK PER ELEV. <br />25" LAP MIN. (1) #5 REBAR <br />�w <br />rr- <br />p Z <br />m � <br />o Z <br />SCALE; 1/2"=1'-0 <br />Z <br />Q <br />J <br />w d <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION <br />PLAN (IF REQUIRED) <br />8" C.M.U. WALL FINISH <br />PER ELEVATION 3/4" RECESS IN SLAB <br />FINISH FLOOR <br />L1J <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"4-0 RECESS WITH 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 016- O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE <br />GUN NAILS 0 12 O.C. <br />STEP PER PLAN <br />SLOPE — <br />4„ <br />1, Q" 6 1/2" (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />0 THICKENED SLAB @ GARAGE (NON -BEARING) <br />PER PLAN <br />vi <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16" O,C. OR (2) ROWS 12d <br />GUN NNLS 9 12' O.C. <br />START SLOPE HERE 2" <br />SCALE: 1/2'4-0 <br />` <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br /># <� <br />MIN. LAP SPUCE EACH <br />AS REQ'D IN PLAN <br />` <br />SIDE. SAME SIZE AS <br />CLEAN COMP, <br />CONT. FOOTING STEEL. <br />TO CORNER <br />ItALTERNATE ".. < _ <br />;'- ,: , <br />NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REWF. BARS BENT <br />. <br />' —` "_' - _ <br />_ <br />�- <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />= <br />WITH THE INTENT OF THE <br />BUILDING CODE, <br />NUMBER OF REBAR <br />PER PLAN <br />25 MIN. PVC SLEEVE <br />LAP SPLICE 1'-4" 0 2 STORY <br />F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL <br />SLOPE <br />8" OR 12' SQUARE �I y <br />REINF. PER PLAN <br />w/LAP PER <br />OR ROUND C.M.U. <br />COL. PER PLAN <br />COVERSHEET <br />cn <br />SLOPE I <br />c� <br />CONCRETE FOOTING <br />o <br />- <br />w REBAR AS NOTED- <br />/ <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />MASONRY COL ON SPREAD FIG, (Concrete) <br />8" C.M.U. BLOCK FILLED <br />SOLID w/GROUT <br />4" C.M.U. BLOCK PER ELEV. <br />25" LAP MIN. (1) #5 REBAR <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />IIIII MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS. <br />WITH SLAB <br />FLUSH CONDITION <br />SCALE: 1 /2"=1'-0 <br />FINISH GRADE <br />THICKENED SLAB EDGE <br />SCALE: 1 /2"=1'-0 <br />SCALE: 1/2'=1'-0 <br />(1) #4 ROD CONT, ON <br />2x AT 24"O.C. MAX. <br />1/2" G.W.B. EA. SIDE <br />8" G.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 />CHAIRS PAVERS TYP. <br />SLOPE <br />TYPICAL 3 1/2" CONC. <br />SLAB GRADE <br />11 8 1 1 (1) 14 BAR CONT, <br />COMPACTED FILL <br />-PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1 /2"=1'-0 <br />MASONRY COLUMN <br />PER PLAN <br />REINF, PER PLAN CMU COL. PER <br />w/LAP PER PLAN <br />COVERSHEET <br />#5 BAR w/ 25" <br />MIN LAP <br />SLOPE <br />w <br />J Q Z <br />PAVERS OR SLAB PER m <br />SPEC. <br />= z <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN PER PLAN <br />(IF RE01 <br />QUIRED NRY COLUMN ON SPREAD FTG. (Pavers} <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING'- <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN . - , .. -'=. r' <br />(IF REQUIRED) <br />PER PLAN <br />Or m <br />MASONRY WALL CORNER ON SPREAD FIG. <br />CMU COL. PER <br />PLAN <br />- #5 REBAR <br />w/25" MIN LAP <br />OIL-Q'-�" SLOPE <br />w - <br />io � - <br />� Q Z <br />m CD CONCRETE FOOTING— <br />w/REBAR AS NOTED <br />o z ON FOUNDATION PLAN <br />(IF REQUIRED) PER PLAN <br />Hers} MASONRY WALL CORNER ON SPREAD FIG. <br />-#5 REBAR <br />w/25" MIN LAP <br />w <br />Q Q Z <br />W <br />mc�� <br />a Z <br />SCALE: 1/2"=1'-0 <br />SCALE 1/2"4-0 <br />(1) 15 REBAR AT EACH <br />Q <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />GROUT BE <br />Ln <br />Al <br />Ln <br />POURED CURB <br />CV <br />0'-0' F.F. <br />!z <br />SLOPE_ <br />-O -O <br />FINISH GRADE <br />00 <br />00 <br />r <br />Foo <br />o <br />z <br />—MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />_ • . :'r <br />w/(2) #4 DIA. RODS <br />W/ (2) #4 REBAR <br />1'-8°°• <br />8'° <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />0 2 STORY 17 <br />-� EXT. MASONRY WALL@ GARAGE <br />jk7Z EXTERIOR DOOR SILL <br />POCKET ZERO CORNER SGD <br />SCALE:1/2"=1'-0 <br />SCALE: <br />1/2"=1'-0 <br />SCALE:1/2"=1'-0 <br />- <br />z <br />2-1/2' @ IMPACT <br />Q <br />GROUT BED <br />DOOR <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />-� PAVERS PER <br />3'" <br />� <br />DOOR PER SPEC <br />N <br />\ (THICKNESS VARIES) <br />DOOR THRESHOLD <br />� <br />SPEC (THICKNESS <br />riftVARIES) <br />DOOR THRESHOLD <br />PER PLAN <br />F. <br />SLOPE <br />Q'-0" F.F. <br />SLOPE <br />�' O„ <br />TL:00 <br /><- <br />PER <br />PER PLAN <br />x <br />- � .=• - - <br />— - <br />- - <br />ALT. BRICK <br />_ -__-- <br />PER PLAN <br />z <br />Q <br />.... <br />THRESHOLD <br />= <br />:. <br />III III I I I <br />o <br />-:-I <br />I 1=1 1—I 1- <br />_i i <br />_ <br />�;':- <br />I-1=1 I I P- <br />- <br />...... - - <br />�� <br />` <br />I I I=1 I I- <br />MONOLITHIC FOUND. <br />1� -0" <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />1'-0" <br />- <br />W/ (2) #4 DIA. RODS <br />1'-4�M 2-STORY <br />w/(2) 14 DIA. RODS w/(2) #4 DIA. RODS <br />1'_4° @ 2-STORY <br />,._ <br />'_ <br />` -_ <br />1 -0" <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />- <br />III <br />1'-4 <br />,° <br />ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL Cad ENTRY <br />(Pavers) <br />THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE:1/2"=1'-0 <br />2X AT 16' O.C. W/ <br />1/2" GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />STEP PER PLAN SPECIFYING ANCHOR REQUIREMENT <br />SLOPE <br />NIL- <br />(2) #4 R00 CONT. <br />ON CHAIRS 6„ 1' <br />STEP CONDITION <br />Fog THICKENED SLAB GARAGE (BEARING) <br />SCALE: 1 /2"=1'-0 <br />PENETRATING <br />PVC SLEEVE <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />SCALE: 1 /2"=1'-0. <br />VL <br />2X AT 16" O,C. W/ <br />1/2" GWB EA, SIDE 2„ SEE HEADER/UNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT <br />SLOPE <br />cV <br />(2) #4 ROD CONT. <br />ON CHAIRS 10 1 /2" 1'-0" [10 1/2" <br />30" 00%12" CONC. <br />FIG. w/ (3) A4 <br />r REBAR EA. WAY <br />L J <br />VEHICLE SIDE OF PEDESTAL <br />REBAR 3" <br />OM TOP & 10" <br />ND ® BOTTOM <br />N <br />�. 30" �. <br />GAS WATER HEATER PEDESTAL(GAS COMMUNITIES ONLY) <br />SCALE: 1/2"=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS <br />(1) A4 REINFORCMENT 4" <br />SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />J <br />a <br />CONC. PER SCHEDULE <br />CIL- <br />SLOPE TO DRAIN <br />. <br />-s <br />SHOWER RECESS <br />SCALE: 1 /2"=1'-0 <br />SCALE: 1 /2"=1'-0 <br />SEE HEADER/LINTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />SPECIFYING ANCHOR REQUIREMENT <br />(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />= - <br />- O <br />10" 1'-0" 10" <br />1 THICKEND SLAB na INTERIOR WALL <br />SCALE: 1 /2"=1 '-0 <br />2X AT 16" O.C. W/ <br />1/2" CWB EA. SIDE <br />,�V111111/��� <br />00o Fieldstone <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />No. <br />29349 <br />BENJAMIN NIESE, PE <br />r <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE <br />P.E.# 80956 <br />Q STATE <br />;gN <br />6S <br />/,NAL <br />021 <br />DATE <br />II <br />M� <br />00 <br />O <br />J <br />� O <br />00 <br />A=n <br />a) v' <br />45 N <br />0 <br />V `Y' <br />ell <br />~ � ;;.T <br />N �I <br />tPulteGroup <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pt lte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />SL0 <br />