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(1) #5 REBAR w/ 25" LAP 8" OR 12" SQUARE <br />U.N.O. <br />OR ROUND C,M.U. <br />8" C,M.U. FINISH PER ELEV. COL. PER PLAN <br />OIL 4-0" <br />SLOPE <br />FINISH GRADE <br />CXD <br />�411 <br />MONOLITHIC FOUND. <br />FOUND, <br />PAVERS C <br />PAV ' PER SPEC <br />CONCRETE FOOTING <br />' <br />W1 (2) 14 DIA. RODS <br />w/REBAR AS NOTED <br />CONT, ON CHAIRS <br />9" STARTER - *0 <br />,TER <br />: <br />- <br />41 <br />ON FOUNDATION PLAN <br />COURSE <br />(IF REQUIRED) <br />PER PLAN <br />1 -4" @ 2 STORY <br />ALT, CMU SEAT @ -1,Y2" <br />EXTERIOR MASONRY WALL FrG <br />FROM TOP OF SLAB <br />rFW_Bj� MASONRY COL ON SPREAD U "Am <br />SCALE: 1/2"=V-0 <br />SCALE: 1/2"=l'-0 <br />PFP AP014 <br />PM APPH <br />a, <br />PAVERS OR SLAB PER SPEC.-J <br />CONCRETE FOOTING w/REBA <br />AS NOTED ON FOUNDATION <br />PLAN (IF REQUIRED) PER PLAN <br />F�03DMASONRY COL. ON SPREAD FrG. <br />SCALE: 1/2.=1'-0 <br />3/4' RECESS IN SLAB 10 1/2" <br />FINISH FLOOR <br />4 4" "L' <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 />o <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION <br />PLAN (IF REQUIRED) <br />PER PLAN <br />wi <br />8" C.M.U. WALL FINISH v <br />PER ELEVATION <br />3/4" RECESS IN SLAB <br />FINISH FLOOR <br />V-0 <br />SLOPE <br />------------- -----------------­- <br />MONOLITHIC FOUND. <br />-0: 0 w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-4" 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SLOPE <br />SCALE: 1/2'=1'-0 <br />RECESS WITH PAVERS <br />2x AT 24'O.C, MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS DR <br />TAPCONS @ 16' D.C. OR (2) ROWS 12d <br />1/2" G.W.B. EA. SIDE <br />GUN NAILS 12' O.C. <br />STEP PER PLAN <br />0" <br />'- ]C16 <br />6 <br />1/2" (1) #4 ROD CONT. ON <br />I IZZ <br />CHAIRS UNO <br />STEP CONDITION <br />THICKENED SLAB <br />@ GARAGE (NON <br />-BEARING) <br />SCALE: 1/2'4-0 <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 NAILS @ 12' O.C. <br />START SLOPE HERE <br />_x. CORNER BAR WITH 25" <br />25MIN. PVC SLEEVE <br />VERTICAL DOWEL MIN. LAP SPLICE EACH <br />AS REQ'D IN PLANN <br />SIDE. SAME SIZE AS CLEAN COMP, <br />\ 4. <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, F <br />NUMBER OF REBAR <br />" <br />PER PLAN <br />LAP SPLICE 1'-4" 0 2 STORY <br />F12'� REINF. PLACEMENT AT FTG. CORNERS BEARING PENETRATION DETAIL <br />Q1 MF <br />REINF, PER PLAN <br />w/LAP PER <br />COVERSHEET <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 />o <br />8" C.M,U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHAIRS. <br />V-4" @ 2 STORY <br />FLUSH CONDITION <br />SCALE: 1/2"4-0 <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />FINISH GRADE -� SLOPE SLAB <br />/ I <br />THICKENED SLAB EDGE <br />SCALE: 1/2'=1'-O <br />CONCRETE SLAB ON <br />CLEAN COMPACTED FILL 1/8' SAW CUT <br />SAW CUT <br />NOTE: <br />SAWED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. <br />TYPICAL SAW CUT JOINT <br />SCALE: 1/2*=I'-0 <br />SCALE: 1/2'4-0 <br />2x AT 2+"O.C. MAX. <br />1/2" G.W.B. EA, SIDE <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 TYP. <br />GRADE <br />TI I. <br />AT 8" (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />8" OR 12' SQUARE -v <br />OR ROUND C.M.U. <br />COL. PER PLAN <br />co <br />L-i <br />cr_1 <br />0, -a,, SLOPE <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />7: <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />MASONRY COL ON SPREAD FrG. (Concrete) <br />ISLOPE <br />PLAN' <br />SCALE: 1/2"=V-0 <br />MASONRY COLUMN <br />PER PLAN <br />SLOPE <br />REINF, PER PLAN CMU COL. PER <br />wAAP PER PLAN <br />COVERSHEET <br />15 BAR wl 25" <br />MIN LAP <br />Lj <br />CD <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 REQUIRE -n <br />MAS6NRY COLUMN ON SPREAD FrG. (Pavers) <br />SCALE: 1/2'=V-0 <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 />is�c MASONRY WALL CORNER ON SPREAD FT <br />� <br />CMU COL. PER <br />PLAN <br />— #5 REBAR <br />w/25" MIN LAP <br />L'cn <br />i <br />4-T SLOPE <br />of <br />M CD <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />Mi <br />ON FOUNDATION PLA 6z- <br />(IF REQUIRED) <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FrG. <br />—#5 REBAR <br />w/25" MIN LAP <br />20 Zf> <br />c <br />SCALE: 112-4-0 <br />SCALE: 1/2"=I'-G <br />(1) 15 REBAR AT EACH <br />FILLED CELL <br />CL i <br />CMU STRUCK BOTH WAYS---,,.. <br />GROUT BE <br />cn <br />LLJ <br />pjj7— <br />_0_0 <br />POURED CURB <br />F.F.SLOPE <br />F <br />FINISH GRADE <br />k- <br />-- <br />---- <br />CXD <br />co <br />—MONOLITHIC FOUND, <br />MONOLITHIC FOUND. <br />yy/(2) #4 DIA. RODS <br />W/ (2) #4 REBAR <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS -------------------------- <br />l-4- 0 2 STORY <br />EXT. MASONRY WALL@ GARAGE <br />EXTERIOR DOOR SILL <br />@ POCKET ZERO CORNER SGD <br />SCALE: I/2"=1'-0 <br />2-1/2' 0 IMPACT 0- <br />GROUT BED DOOR <br />DOOR PER SPEC <br />SCALE: 1/2"=I'-0 <br />PAVERS PER SPEC PAVERS PER L�j DOOR PER SPEC <br />C-4 ca__ Fl�q 0- <br />(THICKNESS VARIES) DOOR THRESHOLD cif SPEC (THICKNESS <br />LOPE VARIES) DOOR THRESHOLD PER PLAN <br />0'-0' F.F. <br />SLOPE <br />4 ALT. BRICK <br />PER PLAN r6 7/ <br />THRESHOLD <br />'I I El I S I El 00 <br />TV 00 <br />_j <br />cl__ <br />c'__ <br />CL_ <br />MONOLITHIC FOUND. MONOLITHIC FOUND.---' <br />­1w'" <br />w/(2) 14 DIA. RODS 1'-0* <br />1'4' 2-STORY /(2) J4 DIA. RODS V-4' 2-STORY <br />CONT. ON CHAIRS CONT. ON CHAIRS 0 �2STO Y <br />ALT. FLUSH BRICK <br />ERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL ng ENTRY (Concrete <br />SCALE, 1/2"44 SCALE: 1/2`4-0 SCALE: 1/2*=I'-0 <br />SEE HEADER/LINTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />2X AT 16" O.C. W/ 2X AT 16" O.0 W/ _V� SPECIFYING ANCHOR REQUIREMENT <br />1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 112' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR <br />(2) #4 DIA RODS <br />ASSOCIATED WALL DETAIL 2" ASSOCIATED WALL DETAIL <br />SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE <br />STEP PER PLAN SLOPE <br />SPECIFYING ANCHOR REQUIREMENT CONT. ON CHAIRS <br />SLOPE LO op PE E <br />C1114 C-4 <br />c� <br />(2) #4 ROD CONT, (2) #4 ROD CONT. <br />ON CHAIRS 6" 1'-0t' 10 1/2' ON CHAIRS —L10 112"1 1'-0" <br />STEP CONDITION FLUSH CONDITION <br />_Fqq-� THICKENED SLAB @ GARAGE (BEARING <br />SCALE: 1/2-4-0 <br />ALT. <br />PENETRATING <br />PVC SLEEVE <br />VEHICLE SIDE OF PEDESTAL <br />GAS WATER HEATER PEDEST <br />SCALE: 1/2'=1'-O <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 />30"00%12" CONC. <br />REBAR EA. WAY <br />REBAR 3' <br />OM TOP & 10" <br />ND BOTTOM <br />kS COMMUNITIES ONLY <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />(1) #4 REINFORCMESEE FOUNDATIDN PLAN 4" <br />BAR CONT. <br />CONC. PER SCHEDULE <br />N <br />T <br />--- <br />0- <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2'4-0 <br />10" V-0" 10" <br />THICKEND SLAB @ INTERIOR WALL <br />SCALE: 1/2"z11-0 <br />mk PER PLAN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />2X AT 16" C.C. W/ <br />1/2" CWB EA. SIDE <br />01 <br />o,WOO Fieldstone <br />011 <br />NMI <br />A. <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.D.A.# ENGINEERING: o.86 <br />29349 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />0 IAN MCCULLOUGH, PE <br />STATE <br />P. E.# 80956 <br />08/23/2021 <br />DATE SIGNED <br />lfltl k\\X\ <br />oCD <br />m <br />00 <br />O <br />0 <br />� <br />O <br />00 <br />0 <br />N <br />� <br />*PulteGraurr <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />KW I UTUDESCRPMN <br />PROJECT TYPE <br />Sin le Famffy <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />SILO <br />