Laserfiche WebLink
(1) 15 REBAR w/ 25" LAP <br />U.N.O. 8" OR 12* SQUARE <br />OR ROUND C,M.U. <br />8" C.M.U. FINISH PER ELEV. COL. PER PLAN <br />-0'- 0" SLOPE <br />FINISH GRADE <br />14;tt <br />1 11 <br />z. <br />PAVERS PER SPEC, <br />MONOLITHIC FOUND. CONCRETE FOOTING <br />w/REBAR AS NOTED <br />W/ (2) 14 DIA, RODS <br />CONT, ON CHAIRS <br />11-0. 9" STARTER ON FOUNDATION PLAN <br />COURSE (IF REQUIRED) PER PLAN <br />1 -4- @ 2 STORY ALT. CMU SEAT @ - IX; In <br />EXTERIOR MASONRY Mi FTG FROM TOP OF SLAB Aw--� MASONRY COL ON SPREAD FTG. TV <br />SCALE: 1/2*4-0 SCALE: 1/2"4-0 <br />PER ARCH <br />PER ARCH <br />af <br />8" C.M.U. C.M.U. BLOCK FILLED <br />SOLID w/GROUT <br />CI- Ln C> <br />E 4" C.M.U. BLOCK PER ELEV. <br />Q- m <br />0) -< <br />Ilf" -011 SLOPE lf� 0 -0 SLOPE <br />LAP MIN, (1) #5 REBAR 25 <br />uj <br />m <br />PAVERS OR SLAB PER SPEC. <br />CONCRETE FOOTING w/REBAR CONCRETE FOOTING <br />AS NOTED ON FOUNDATION w/REBAR AS NOTED <br />PLAN (IF REQUIRED) PER PLAN ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) vi <br />Fm MASONRY COL ON READ FrG. <br />,TERS <br />SCALE: 1/2"=1'-0 <br />3/4' RECESS IN SLAB 10 1/2" 8" C.M.U. WALL FINISH 3/4" RECESS IN SLAB <br />PER ELEVATION <br />FINISH FLOOR FINISH FLOOR <br />4' <br />Uj <br />05 09 <br />1' /2 <br />4 <br />SLOPE <br />............ <br />MONOLITHIC FOUND. <br />w/(2) 14 DIA. RODS <br />CONT. ON CHARS. <br />DOOR RECESSED SILL <br />SCALE: 1/2"=I'-0 RECESS WITH PAVERS <br />2x P.T. PLATE SECURED TO SLAB w/ _Vk 2x AT 241C, MAX. <br />3' POW ACTUATED FASTENERS OR <br />TAKONS 0 16* D.C. OR (2) ROC 12d <br />' <br />1/2' G.W.B. EA. SIDE <br />GUN NAILS 0 12 O.C. <br />STEP PER PLAN <br />V <br />isLLOK <br />1'-0" 6 1/2" (1) 14 ROD CONT. ON <br />0 L CHAIRS UNO <br />STEP CONDITION <br />THICKEN® SW @ GARAGE PON-BEARING <br />SCALE: 1/2*4-0 <br />REINF. PER PLAN <br />8' OR 12' SQUARE v <br />w/LAP PER <br />OR ROUND C.M.U, <br />COVERSHEET <br />COL. PER PLAN <br />V) <br />Ai--, 0'-0" 1 SLOPE <br />"ell <br />[zi <br />CD <br />*r-) z <br />CONCRETE FOOTING a <br />=1E <br />w/ REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />L PER PLAN L <br />01 of <br />MASONRY COL ON SPREAD FTG. (ConM) <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 />C=t <br />co J 11 2c <br />ui <br />o <br />IF <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />9 MONOLITHIC FOUND. <br />W/(2) 14 DIA. ROOS <br />i -O <br />CONT. ON CHAIRS. <br />-1 <br />t <br />1'4 @ 2 STORY <br />2x P.T. PLATE SECURED TO SLAB W/ <br />3' PONDER ACTUATED FASTENERS OR <br />TAPCONS 0 16- O.C. OR (2) ROWS 12d <br />GUN NNLS 0 12' O.C. <br />START SLOPE HERE <br />2" <br />SLOPE <br />f <br />FLUSH CONDITION <br />CORNER BAR WITH 25* <br />VERTICAL DOWEL MIN. LAP SPLICE EACH <br />AS R EQ'D IN SIDE. SAME SIZE ASCLEAN COMP, <br />W. FOOTING STEEL. <br />0 <br />NUMBER OF CORNER <br />BARS EQUALS NUMBER <br />OF CONT, BARS <br />NUMBER OF REBAR <br />PER PLAN <br />LAP SPLICE <br />F12-REINF. PLACEMENT AT FTG. CORNERS <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 />THICKENED SLAB EDGE <br />SCALE: 1/2'=1'-0 <br />CONCRETE SLAB ON <br />CLEAN COMPACTED FILL 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*=1'-0 <br />�1 <br />PVC SLEEVE <br />1'-4" 0 2 STORY <br />hiBEARING PENETRATION DETAIL <br />SCALE: 1/2'4-0 <br />2x AT 24'0.C. MAX. <br />1/2' G.W.B. EA. SIDE <br />8" C.M.U. FINISH <br />PER ELEV, <br />FINISH FLOOR <br />FINISH CRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PAVERS TYP. <br />SL <br />OL ► <br />GRADE <br />—HE <br />8 (1) 14 BAR CONT. <br />\—COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE 1/2-4-0 <br />MASONRY COLUMN <br />PER PLAN <br />SLOPE <br />REINF. PER PLAN <br />CMU COL. PER <br />wAAP PER PLAN <br />COVERSHEET <br />15 BAR w/25' <br />MIN LAP <br />L-j <br />ID d 15? :2 <br />S <br />IF m <br />PAVERS OR SLAB PER ---/ <br />SPEC. <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN PER PLAN <br />(IF REQUIRED <br />N ON SPREAD FTG. FM MASONRY COLUMN <br />SCALE. 1/27=1'-0 <br />PAVERS OR SLAB PER SLOPE <br />SPEC. <br />-- <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN (IF REQUIRED) <br />LPER PLAN <br />: MASONRY WALL CORNER ON SPREAD F1 m) <br />SCALE: 112`4-0 <br />(1) 15 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />1 0. <br />EXT. MASONRY WALL @ GAR <br />SCALE: 112'=1'-0 <br />CMU COL. PER <br />PLAN <br />15 REBAR #5 REBAR <br />w/25' MIN LAP W w/25" MIN LAP <br />-0'- <br />00 SLOPE <br />now <br />�-Aw ---a- <br />.4 *-- <br />. . '.. I. <br />muj <br />cza CONCRETE FOOTING m c-, <br />w/REBAR AS NO <br />TED <br />o ON FOUNDATION PLAN <br />4r- <br />(IF REQUIRED) <br />PER PLAN <br />08 MASONRY WALL CORNER ON SPREAD FTG. (Conaetel <br />SCALE: 1/2"=I'-0 <br />GROUT BE <br />cn <br />POURED CURB <br />d-,O'-O' F.F <br />SLOPE <br />FINISH GRADE <br />x <br />A. <br />00 <br />00 <br />—MONOLITHIC FOUND. <br />D. <br />MONOLITHIC FOUND, <br />w/(2) #4 DIA. RODS <br />W1 (2) #4 REBAR <br />V-8' <br />B" <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />JF-07-2� EXTERIOR DOOR SILL @ <br />POCKET ZERO <br />2 1 " 0 IMPACT <br />v <br />GROUT BED <br />D6V <br />P <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />__j PAVERS <br />Uj <br />THICKNESS VARIES) <br />( THIOKN <br />DOOR THRESHOLD <br />cl- <br />SPEC (THICKNESS <br />CL <br />VARIES) <br />0'-0' F.E. <br />SLOPE <br />SLOPE <br />0'-0' FF. <br />—'s <br />PER PLAN /-6 <br />SLOPE <br />>< <br />L.... <br />00 <br />(3 <br />17i <br />- <br />V-0., <br />1-019 <br />L i-4 <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />V4 0 2-STORY <br />w/(2) 14 DIA. RODS w/(2) #4 DIA. RODS 1'4' 0 2-STORY <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />-07-'� EXTERIOR DOOR SILL @SGD Pavers <br />EXTERIOR DOOR SILL @ MY (Fm <br />SCALE- 1/2"4-0 <br />SCALE: 1/2"=1 1 -0 <br />2X AT 16' O.C. W/ ­-� <br />-- vk <br />2X AT 16" D.C. W/ <br />1/2' CM EA. SIDE <br />SEE HEADER/UNTEL PLAN FOR <br />112' GWI3 EA. SIDE <br />SEE HEADER/UNTIL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />2" <br />ASSOCIATED WALL DETAIL <br />SPECIFYING ANCHOR REQUIREMENT <br />START SLOPE HERE <br />SPECIFYING ANCHOR REQUIREMENT <br />STEP PER PLAN <br />SLOPE <br />SLOPE <br />------ <br />j. <br />0-4 <br />'C--4 <br />1(2) 14 ROD CONT <br />(2) 14 ROD CONT. <br />ON CHAIRS <br />1'- On [10 1/2"[ <br />ON CHAIRS <br />10 112-1 <br />1'-0" <br />110 1/2"[ <br />SCALE: 1/2*4-0 <br />PENETRATING <br />VEHICLE SIDE OF PEDESTAL <br />1. 30' L <br />vi 01 <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 />3O%30"x12' CONC. <br />FTG. w/ (3) #4 <br />REBAR EA. WAY <br />REBAR 3* <br />OM TOP & 10" <br />ND 0 BOTTOM <br />GAS WATER HEATER PEDIEgqGAS COMMUNES <br />SCALE: 1/2*=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS • <br />(1) #4 REINFORCMENT SEE FOUNDATIDN PLAN L.4" 1, <br />BAR CONT. <br />CONC. PER SCHEDULE Of <br />SLOPE TO DRAIN <br />-31 <br />SHOWER RECESS <br />SCALE: 1/2*4-0 <br />SCALE: 1/2"=V-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD PER PLAN <br />T. BRICK <br />IRESHOLD q i, PER PLAN <br />TT71 <br />4­ MONOLITHIC FOUND. <br />LI-1— # W/ (2) #4 DIA. RODS <br />— <br />L <br />CONT. ON CHAIRS L <br />ALT. FLUSH BRICK 1'-4' 0 2 STAY <br />THRESHOLD JL-% <br />WMOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2'=I'-0 <br />SEE HEADER/LINTEL PLAN FOR <br />ASSOCIATED WALL DETAIL 2X AT 16' O.C. W1 <br />SPECIFYING ANCHOR REQUIREMENT 1/2" CWB EA, SIDE <br />(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />A.- <br />ICD <br />Oil -0), ion <br />1-� THICKEND SLAB @ INTERIOR WALL <br />SCALE: I/2"=1'-O <br />%J11111 j/ <br />Fi0%eldstone <br />C.0,A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: No. 860 <br />29349 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 4: z <br />0 IAN MCCULLOUGH, PE $ <br />P.E.# 80956 <br />08/23/2021 <br />DAT-0-0— j I I I I I %\\ <br />*PulteGroupr <br />PRODUCT MANAGER <br />- - - - <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S1'0 <br />