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6518 Bradford Woods Dr (2)
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6518 Bradford Woods Dr (2)
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Last modified
3/20/2025 11:23:13 PM
Creation date
2/19/2025 4:42:17 PM
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Building Plans
Street #
6518
Location
Bradford Woods Dr
Contractor
Pulte Home Company
Building Plans - Permit #
304
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(1) #5 REBAR w/ 25" LAP g° OR 12" SQUARE <br />U.N.O. OR ROUND C.M.U. <br />8" C.M.U. FINISH PER ELEV. COL. PER PLAN <br />-O'-O" <br />SLOPE <br />FINISH GRADE <br />I 1 11 <br />� <br />MONOLITHIC FOUND. <br />'a. <br />PAVERS PER SPEC. <br />W/ (2) #4 DIA. RODS <br />..";.1.�. ,. »...'. <br />CONT. ON CHAIRS <br />TER <br />: <br />' <br />1'-O" <br />: <br />a <br />CONCRETE FOOTING <br />1-4" 0 2 STORY <br />COURSE <br />ALT. CMU SEAT @ -tY" <br />PER PLAN <br />PER PLAN <br />Foi EXTERIOR MASONRY WALL FTG <br />FROM TOP OF SLAB <br />FM MASONRY COL, ON SPREAD <br />FTG. Pav( <br />SCALE: 1 /2"=1'-0 <br />SCALE: 1/2-4-0 <br />PER ARCH <br />PER ARCH <br />8" C.M.U. BLOCK FILLED <br />Q <br />i <br />SOLID w/GROUT <br />Cl- <br />m <br />4" C.M.U. BLOCK PER ELEV. <br />w <br />m <br />Q <br />¢ <br />Q <br />0'-0" <br />SLOPE <br />25" LAP MIN. (1) #5 REBAR <br />0'-Q" <br />SLOPE <br />=; <br />c0 <br />w _ <br />J Q z <br />w 2D <br />M CD <br />PAVERS OR SLAB PER SPEC. <br />o <br />z <br />CONCRETE FOOTING <br />• ' " ' ` <br />CONCRETE FOOTING <br />• " * ;' ' ° <br />PER PLAN <br />PER PLAN <br />PER PLAN <br />PER PLAN <br />F03D MASONRY COL. ON SPREAD FTG, <br />SCALE: 1 /2"=1'-0 <br />3/4" RECESS IN SLAB 10 1/2" <br />FINISH FLOOR <br />`n 4„ <br />w <br />8" C.M.U. WALL FINISH 3/4" RECESS IN SLAB <br />PER ELEVATION <br />FINISH FLOOR - <br />SLOPE <br />. <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"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS @ 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS @ 12 O.C. <br />STEP PER PLAN <br />SLOPE <br />4" <br />1' -0" 6 1/2" (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />oa THICKENED SLAB @ GARAGE (NON -BEARING) <br />RLUESS WITH SLAB <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3" POWDER ACTUATED FASTENERS OR <br />TAPCONS @ 16' O.C. OR (2) ROWS 12d <br />GUN NAILS @ 12' O.C. <br />START SLOPE HERE 2-1SLOPE <br />SCALE:1/2"=1'-O <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br /># `9' <br />': <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />SIDE. SAME SIZE AS <br />CLEAN COMP, <br />J <br />CONT. FOOTING STEEL. <br />I <br />-0'- <br />ALTERNATE TO CORNER <br />`=v' -:� <br />' `' <br />NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />""'-° �` <br />° ' <.:.°: <br />a° <br />BARS EQUALS NUMBER <br />OF CONT, BARS <br />AT CORNERS TO COMPLY <br />:• <br />.- :: '„"'" <br />WITH THE INTENT OF THE <br />' ` ° <br />BUILDING CODE. <br />NUMBER OF REBAR <br />„ <br />PER PLAN <br />25 MIN. & PVC SLEEVE <br />LAP SPLICE 1'-4" 0 2 STORY <br />Fie REINF. PLACEMENT AT FTG. CORNERS rhiiBEARING PENETRATION DETAIL <br />SCALE: 1 /2"=1'-0 <br />FINISH GRADE <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />SLOPE SLAB <br />7. <br />THICKENED SLAB EDGE <br />SCALE: 1 /2"=1'-0 <br />SCALE: 1 /2"=1'-0 <br />razlo iiiii svii ii"m <br />REINF. PER PLAN <br />w/30" LAP MIN. <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 C-D g <br />o z <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />7. <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />2x AT 24"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 />DE VI <br />PAVERS TYP. <br />#4 BAR CONT, <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />8" OR 12" SQUARE �I V <br />OR ROUND C.M.U. <br />COL. PER PLAN I <br />Cif <br />SLOPE I <br />I _ <br />p� <br />CONCRETE FOOTING PER PLAN <br />PER PLAN <br />01 <br />MASONRY COL. ON SPREAD FTG, (Concrete) <br />SCALE: 1 /2"=1'-0 <br />MASONRY COLUMN <br />PER PLAN <br />PAVERS OR SLAB PER —� <br />SPEC. ..;- . <br />CONC. FTG. PER PLAN <br />PER PLAN <br />1 MASONRY COLUMN ON SPREAD FTG. <br />REINF. PER PLAN CMU COL. PER <br />w/30" LAP MIN. PLAN <br />PAVERS OR SLAB PER SLOPE <br />L�, SPEC. <br />0 <br />o OJ Q z <br />mCig <br />o CONCRETE FOOTING <br />PER PLAN <br />#5 BAR w/ 25" <br />MIN LAP <br />z <br />w <br />J Q Z <br />w [if <br />SCALE: 1 /2"=1'-0 <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />w <br />PER PLAN <br />-#5 REBAR <br />w/25" MIN LAP <br />C:) cz:� <br />W C <br />m CD <br />ME <br />o Z <br />POURED CURB <br />FINISH GRADE <br />0 <br />_ —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />11 I_ CONT. ON CHAIRS <br />1'-4®2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 <br />_ z <br />2-1/2" @ IMPACT Q <br />DOO <br />R RGROUT BED DOOR PER SPEC <br />AVERS PER SPEC VERS PER PA3" n` <br />THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS W - <br />CMU COL. PER - <br />PLAN <br />w <br />CONCRETE FOOTING <br />PER PLAN <br />SCALE: 1 /2"=1'-0 <br />DOOR PER SPEC <br />#5 REBAR <br />w/25" MIN LAP <br />O p ^ <br />_j Q Z <br />w of <br />m CD <br />z <br />VARIES) DOOR THRESHOLD PER PLAN <br />P <br />F. SLOPE.O'-O" F.F. SLOPE 01 Orr <br />... '`• �° PER PLAN :,... <br />..:. ; <br />— <br />„. <br />° <br />—' ALT. BRICKPLAN <br />a • THRESHOLD <br />00 <br />=1=111=11 III—I-00 <br />I I- <br />;.•', .,., III = MONOLITHIC FOUND. <br />MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" - W/ (2) #4 DIA, RODS <br />w/(2) #4 DIA. RODS M 1'-0" CONT. ON CHAIRS <br />1'-4" ®2-STORY /(2) #4 DIA. RODS <br />CONT. ON CHAIRS CONT. ON CHAIRS 1'-4" ®2-STORY ,�:: _ 1'-4" 0 2 STO Y <br />III ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD Pavers EXTERIOR DOOR SILL ENTRY Pavers THRESHOLD EXTERIOR DOOR SILL 0 ENTRY (Concrete) <br />SCALE: 1 /2"=1'-0 SCALE: 1 /2"=1'-0 <br />2X AT 16" O.C. W/ 2X AT 16' O.C. W/ <br />1/2" GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 1/2" GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR <br />ASSOCIATED WALL DETAIL 2 ASSOCIATED WALL DETAIL <br />SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT <br />STEP PER PLAN SLOPE <br />SLOPE <br />\ CV \ CV <br />(2) #4 ROD CONT. (2) #4 ROD CONT. <br />ON CHAIRS 6" 1'-0" 10 1/2" ON CHAIRS 10 1 /2" 1'-0" [10 1/2"[ <br />THICKENED SLAB na. GARAGE (BEARING) <br />SCALE: 1 /2"=1'-0 <br />PENETRATING <br />PVC SLEEVE <br />B" 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 />VI <br />VERIFY LOCATION I" <br />(1) #5 REBAR <br />w/30" LAP MII <br />30"x30"x12" CONIC. <br />FTG, w/ (3) #4 <br />r REBAR EA. WAY FINISH GRADE <br />PLAN <br />I <br />VEHICLE SIDE OF PEDESTAL <br />MASONRY WALL ON CONTINUOUS FTG. <br />30" <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1 /2"=1'-0 <br />SCALE: 1 /2"=1'-O <br />REBAR 3" <br />OM Top &10" <br />NO @ BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />FINISH GRADE <br />PER PLAN <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 />N a' <br />O - <br />10" 1'-0" 10" <br />THICKEND SLAB @ INTERIOR WALL i <br />SCALE: 1 /2"=1'-0 <br />2X AT 16" O.C. W/ <br />1/2' CWB EA. SIDE <br />COP <br />Fieldstone <br />C.O.A.# 24349 <br />3400 AUBURN RD., #200 <br />�- <br />25 <br />AUBURN HILLS, MI 48326 <br />d• _ <br />(248) 622-4035 <br />_ <br />BENJAMIN NIESE <br />P. E.# 86025 <br />ElTHOMAS A. WEBER, PE <br />P.E.# 73242 <br />STAT` <br />' <br />FLORIDA <br />%, •. [o�ttiup • t'��` <br />/� (� <br />s •....• <br />1� <br />''' <br />06-0 5 020GNE <br />` <br />� NA <br />p <br />o <br />oC? <br />00 <br />4.4 <br />m <br />•� <br />O <br />0 <br />O <br />000 <br />'r <br />N <br />U <br />m <br />c� <br />Q <br />s0 <br />0 <br />bA <br />� <br />r <br />c� <br />I <br />O <br />N <br />rya <br />q, R <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 03 /27 /20 <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />WHUESTONE <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S1.0 <br />
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