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6487 Bradford Woods Dr
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6487 Bradford Woods Dr
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Last modified
3/24/2025 4:31:07 PM
Creation date
2/19/2025 4:40:07 PM
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Building Plans
Street #
6487
Location
Bradford Woods Dr
Contractor
Pulte Home Company
Building Plans - Permit #
366
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(1) #5 REBAR w/ 25" LAP U.N.O. g" OR 12" SQUARE 8" C.M.U. FINISH PER ELEV. OR ROUND C.M.U.COL. PER PLAN <br />-0'-O" SLOPE <br />2—; <br />FINISH GRADE I <br />00 a.. <br />I _ <br />CDMONOLITHIC FOUND. <br />PAVERS PER SPEC. <br />W/ (2) #4 DIA. RODS . ;:..+. <.; >,...... <br />CONT. ON CHAIRS 9" STARTER <br />COURSE ° ' r' CONCRETE FOOTING PER PLAN <br />1-4 @ 2 STORY ALT. CMU SEAT @ -1Yz" PER PLANOf 01 <br />=oi EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB Fo3B MASONRY COL. ON SPREAD FTG. (Paw <br />SCALE: 1/2"=1'-0 SCALE: 1/2"=P-0 <br />PER ARCH A PER ARCH <br />Q 8" C.M.U. BLOCK FILLED ¢ <br />SOLID w/GROUT <br />CD <br />LJ <br />Ql 4" C.M.U. BLOCK PER ELEV. � CM <br />0'-0" SLOPE 0'-0" ' SLOPE <br />25" LAP MIN. (1) #5 REBAR <br />.::, o z <br />M C7 <br />PAVERS OR SLAB PER SPEC. <br />'o z <br />CONCRETE FOOTING CONCRETE FOOTING • t ;' + ' <br />PER PLAN PER PLAN <br />PER PLAN 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 fL00R� <br />8" C.M.U. WALL FINISH <br />PER ELEVATION 3/4" RECESS IN SLAB <br />FINISH FLOOR <br />SLOPE <br />-----MONOLITHIC FOUND, <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />os GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=1'4 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 012' O.C. <br />STEP PER PLAN <br />SLOPE <br />t4"V0" 6 1/2" (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />.os THICKENED SLAB GARAGE (NON -BEARING) <br />1'-0" <br />-4" @ 2 STORY <br />RECESS 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" <br />SLOPE <br />SCALE:1/2"=1'-0 <br />CORNER BAR NTH 25" <br />VERTICAL DOWEL <br /># '4 <br />MIN. LAP SPLICE EACH <br />AS REA'\ <br />D IN PLAN <br />SIDE, SAME SIZE AS <br />CLEAN COMP) <br />II <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER' <br />;4 .: ° ` <br />NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />.) <br />�a <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />q...': <br />BUILDING CODE. <br />NUMBER OF REBAR <br />PER PLAN <br />25 MIN. PVC SLEEVE <br />40 LAP SPLICE 1'-4" @ 2 STORY <br />F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL <br />SCALE: 1 /2"=1'-0 <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />FINISH GRADE SLOPE SLAB <br />z <br />THICKENED SLAB EDGE <br />SCALE: 1 /2"=1'-0 <br />SCALE: 1 /2"=1'-0 <br />REINF. PER PLAN <br />w/30" LAP MIN. <br />w <br />o=^ <br />LU Q z <br />o z <br />I � <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 />p <br />w � � <br />'o z <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <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 <br />OR ROUND C.M.U. <br />COL. PER PLAN <br />w <br />i nl nff � <br />CONCRETE FOOTING <br />PER PLAN PER PLAN <br />MASONRY COL. ON SPREAD FTG. (Concrete) <br />SCALE: 1/2'4-0 <br />MASONRY COLUMN <br />PER PLAN <br />REINF. PER PLAN CMU COL. PER <br />w/30" LAP MIN. PLAN <br />w <br />op^ <br />L"¢ z <br />mof <br />CD <br />i <br />#5 BAR w/ 25" <br />MIN LAP <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />ox MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2"=1'-0 <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP <br />-O'-O" SLOPE <br />OIL—; <br />w <br />co <br />p <br />�¢ -2 <br />m CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />01 <br />rers) MASONRY WALL CORNER ON SPREAD FT <br />SLOPE Q POURED CURB <br />w <br />FINISH GRADE <br />11 ¢ z <br />00 <br />o z <br />PAVERS OR SLAB PER =• CD <br />Z _ I —MONOLITHIC FOUND. <br />SPEC. , .: -!i` . ' 'o w/(2) #4 DIA. RODS <br />CONC. FTC. PER PLAN CONT. ON CHAIRS <br />1� <br />PER PLAN 1'-4" @ 2 STORY <br />MASONRY COLUMN ON SPREAD FTG. Pavers Foa EXT. MASONRY WALL@ GARAGE <br />SCALE: 1/2"=1'-0 <br />SCALE: 1/2"=1'-0 <br />- <br />2-1/2" @ IMPACT <br />z <br />¢ <br />GROUT BED <br />DOOR <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />PAVERS PER 3" <br />(THICKNESS VARIES) <br />DOOR THRESHOLD <br />SPEC (THICKNESS <br />- <br />VARIES) <br />0'-0" F.F. <br />SLOPE <br />.�-. <br />0'-0" F.F. <br />SLOPE <br />v <br />7/ <br />PER PLAN <br />co— <br />:.. <br />— <br />— <br />00 <br />o <br />— — <br />III it I <br />II I I' <br />I <br />I <br />_ <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />3,1 <br />n <br />1'-4@ 2-STORY- <br />w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1' 4" @ 2-STORY <br />CONT. ON CHAIRS CONT. ON CHAIRS <br />o7 EXTERIOR DOOR SILL @SGD <br />Pavers <br />EXTERIOR DOOR SILL @ ENTRY <br />Pavers <br />SCALE: 1 /2"=1'-0 <br />SCALE: 1 /2"=1'-0 <br />2X AT 16" O.C. W/ <br />2X AT 16" O.C. W/ <br />1/2" GWB EA. SIDE <br />SEE HEADER/UNTEL PLAN FOR <br />1/2" GWB EA. SIDE <br />2 <br />SEE HEADER/LINTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <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 />(2) #4 ROD CONT. <br />(2) #4 ROD CONT. <br />[10 <br />ON CHAIRS <br />6" <br />1'-01, <br />10 1/2" <br />ON CHAIRS <br />1/2" <br />0" <br />10 1/2" <br />os THICKENED SLAB GARAGE (BEARING) <br />SCALE: 1 /2"=1'-0 <br />PENETRATING <br />PVC SLEEVE <br />NT <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 />PLAN <br />I <br />L J <br />VEHICLE SIDE OF PEDESTAL <br />MASONRY WALL ON CONTINUOUS FTG, <br />Z I I I <br />a <br />30" <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1 /2"=1'-0 <br />#4 REBAR 3" <br />FROM TOP & 10" <br />BEND @ BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />SCALE: 1 /2"=1'-0 <br />SCALE: 1 /2"=1'-0 <br />#5 REBAR <br />w/25" MIN LAP <br />DOOR PER SPEC <br />DOOR THRESHOLD PER PLAN <br />0'-0" <br />T. BRICK PER PLAN <br />RESHOLD <br />a. <br />00 <br />III -I i-I 1 <br />III=111- <br />:, MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />ALT. FLUSH BRICK 1'-4" @ 2 STO Y <br />THRESHOLD EXTERIOR DOOR SILL ENTRY (Concrete) <br />FINISH GRADE <br />logoIV, III <br />- -- SCALE: 1/2"=1'-0 <br />SEE HEADER/LINTEL PLAN FOR <br />ASSOCIATED WALL DETAIL 2X AT 16" O.C. W/ <br />SPECIFYING ANCHOR REQUIREMENT 1/2' CWB EA. SIDE <br />(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />e: <br />N a: <br />CD <br />10" 1'-0" 101, <br />Fio THICKEND SLAB 0 INTERIOR WALL (BEARING) <br />SCALE: 1 /2"=1'-0 <br />�jjj fill <br />Opo <br />Fieldstone <br />C.O.A.# 29349 \ .' <br />3400 AUBURN RD., #200 <br />O r <br />AUBURN HILLS, MI 48326 <br />(246) 622-4035 <br />BENJAMIN NIESE <br />P. E.# 86025 <br />❑ THOMAS A. WEBER, PE <br />P.E.# 73242 <br />$ OF <br />41011110',•'• <br />FLORIDA <br />06-03-2 <br />S <br />DATE S 6N�D <br />t 14AL E? fill I <br />r <br />^} <br />o <br />O <br />Vr <br />o <br />19* <br />00 <br />'� <br />O <br />1J J <br />: <br />O <br />C <br />00 <br />Q <br />a� <br />.1 <br />U <br />11zv <br />`Y' <br />M <br />ct� <br />-1 <br />bA <br />� I <br />N <br />� <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 03 /27 /2020 <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />WHITESTONE <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S1.0 <br />
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