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2003-P06253 - new structure
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1180 Garden Court - 07-117-23-23-0031
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2003-P06253 - new structure
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Last modified
8/22/2023 5:32:33 PM
Creation date
12/12/2016 2:00:38 PM
Metadata
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x Address Old
House Number
1180
Street Name
Garden
Street Type
Court
Address
1180 Garden Ct
Document Type
Permits/Inspections
PIN
0711723230031
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PROVIDE ICE 4 WATE <br />4'-0" MIN FROM IN511 <br />EXTERIOR WALL 4 A' <br />VALLEYS 41NTER5EC <br />PREFIN METAL DRIP <br />W CEDAR FASCIA C <br />SUBFASCIA ON 2XI01 <br />BLACK ALUMINUM SC <br />VENT CONTINUOUS- F <br />EXPOSED FRAMING F <br />BLACK <br />- s ROOF OVERHANr,/FASGIA DETAIL AT 10/IZ - 12/12 ROOF <br />A5 <br />MDO PLYWOOD ON 2X6 <br />FRAMING AS REQUIRED <br />16" OL. MAX. PROVIDE <br />ENG. POST AT <br />LOCATIONS TO RECEIVE <br />ROOF SUPPORT BEAMS <br />12" QUARTER ROUND WOOD <br />MOLDING <br />5/4" X 6" CEDAR <br />TRi BD <br />LINE OF <br />FIELDSTONE <br />BELOW <br />STCNE CAP <br />BELOW <br />BOXED COLUMN DETAIL <br />IX4 T4G CEDAR SOFFIT ON ROOF <br />TRUSSES ORHAVD FRAMING AT <br />Z4" O.C. MAX <br />WOOD COVE MOLDING OVER MIS <br />WOOD BLOCKING A5 REQ'D <br />5/4" X B" CEDAR TRIM BD - <br />112" QUARTER ROUND WOOD <br />MOLDING <br />5/4"X 6" CEDAR TRIM BD — <br />2X3 CEDAR TRIM BD AT EASE - <br />FABRIC FLASHING <br />FIRST FLR <br />TOP GF '+UBFLR <br />34" MDO PLYWOOD ON <br />2X6 WOOD STUDS AT 16" <br />O.C. MAX <br />TREATED SILL PLATE W/ 1/1"t A.B. <br />4" STONE CAP W/ DRIP <br />PROVIDE ICE t WATER "�— GIRDER TRUSS FOR n <br />SHIELD 4'•0" MIN. FROM VAULTED CEILING TRUSSE5 <br />INSIDE OF OF EXTERIOR AT GREAT ROOM - VER W/ / \ <br />WALL 4 AT ALL VALLEYS 4 TRUSS SUPPLIER <br />INTERSECTIONS / \ <br />121212 r` PROFILE OF GABLE ROOF <br />BEYOND / \ <br />_ <br />9 / \ <br />PREFIN DRIP EDGE 12 <br />FLASHING OVER IX3 10� <br />CEDAR TRIM BD \ <br />OBER 514'X 117 <br />I <br />IX4 CEDAR TA G SOFFIT BDS <br />MDO PTD PLYWD PANEL <br />BUILDING PAPER <br />12" PLYW OD SHEATHING <br />2x6 WOCD STUDS AT I6" OL W/ R-19 <br />FIBEIRGLASS BATT INSUL <br />6 MIL POLY VAPOR BARRIER <br />12" GYP. BD. <br />IXI2 CEDAR TRIM BD <br />2X6 CEDAR <br />DECKING ON� <br />TREATED 2X12 <br />WOOD MJOISTS AT <br />16" OL. AX <br />,UPSET ENG LVL <br />BEAM <br />' 2X10 CEDAR— <br />FREZE BT> <br />5/4'X 10"� <br />CEDAR TRIM <br />ED AT HD CUT <br />TO FIT <br />FRONT PORCH <br />5/4'X 6" CED/ <br />TRIM BD <br />TRIM BD <br />2x6 SILLIE W/ SILL <br />SEALER -'y"t AB. AT <br />60" OL. MAX <br />10" RERIF POURED CONCRETE WAL <br />2X4 WOOD TRTD STUDS AT I6" OL. <br />R-11 FIBERiL BATT INSUL <br />VAPOR BARRIER <br />12" GYP. BD <br />TUFF -N -DRI <br />--- <br />WATERPROCOFING <br />SYSTEM IU WARM -N- DRI <br />INSUL (OR EQUAL) <br />20" x 8" REINFORCED------ <br />CONCRETE FOOTING <br />BUILDING SECTION AT STUDY/GREAT ROOM <br />1/4" 1'-0" <br />S7UDY <br />I <br />�34"TtGPLTUO <br />Z� SUBFLOOR GLU 4 <br />SCREWED TO Z <br />ENGINEERED FL <br />TRUSSES AT IS2' OL, W/ 5/8" <br />GYP. BD. AT CEILINGS <br />MIN <br />CONT. DRAIN TILE SET IN 4" CONCRETE SLAB ON 2" <br />PEA ROCK BED W/ SILT RIGID INSULATION W/ WIRSBO <br />CLOTH OVER- DAYLIGHT HEAT TUBING e" COMPACTED <br />EXT DRAIN TILE SLOPE GRANULAR FILL <br />INTERIOR TO SUMP VAPOR BARRIER <br />12 <br />121 <br />Provide 2 Layers Of 15LS <br />Felt Solid Mlopl :d -> f a <br />1f <br />4 lnsMe EXP. V"k'aii Line <br />36" For Wood Shingles Or Shakes <br />2X10 OUTRIGGERS AT 24" O.G. <br />PRERN METAL DRP EDGE <br />FLASHING <br />ON D(3 CEDAR TRIM BD OVER <br />IXI2 CEDAR SUBFASCIA W/ 2X10 <br />BACKER <br />PROVIDE ICE 4 WATER <br />SHIELD 4'-O"mm FROM <br />INSIDE OF OF EXTERIOR <br />WALL a AT ALL VALLEYS 4 <br />INTERSECTIONS / z <br />PREFIN DRIP EDGEI2 3 <br />FLASHING OVER 1X3 / 10� I AS <br />CEDAR TRIM BD 0 <br />OBER 5/4" X 10" <br />CEDAR TRIM BD ON <br />2X10 BACKER \ <br />"HARDIEBD" SHAKES 6" EXPOSURE \ v <br />BUILDING PAPER 6 <br />HEARTH <br />12" PLYWOOD SHEATHING ROOM <br />2x6 WOOD STUDS AT 16" O.0 W/ R-19 <br />FIBERGLASS BATT INSUL <br />6 MIL POLY VAPOR BARRIER 9 w <br />12" GYP. BD. s m M <br />a <br />�E30XED GOLUMN/T= IER DETAIL AT MAIN/MUDRM ENTRY EUILDINC-( SECTION AT STUDY/GREAT ROOM <br />CULTURED FIELDSTONE <br />FIREPLACE SURROUND <br />c. <br />55PROOM'4 <br />STEP/DROP FTG AS <br />REQUIRED AT PLUMBING/6" <br />ERG WALL <br />2" R -II RIGID <br />INSULATION <br />SO YEAR "ELK" ASPHALT ROOF SHINGLES <br />ROOFNG FELT <br />V PLYWOOD SHEATHING <br />ENGINEERED ROOF TRUSSES AT 24" O.G. <br />R-48 FIBERGLASS MOM BATT NSUL <br />6 MIL POLY VAPOR BARRIER <br />5/8" GYP. BD. <br />BEAM ENG LVL__ <br />1X3 CEDAR TRIM BIDS AT— <br />ALL SEAMS OF HARDIBD <br />SOFFIT PANELS -CREATE <br />EQUAL PATTER. <br />COQ 14 <br />6' X 6' CEDAR POST W/--_ <br />DECORATIVE CAPS <br />2X10 TREATED RIM JOIST <br />2X6 CEDAR DECKING ON -- <br />TREATED 2X10 ILOOD JOISTS <br />AT 16' O.C. MAX <br />R•11 MN SPRAY FOAM INUL <br />AT RIMS- TYPICAL <br />i- C 4" H X 6" W CURB BLOCK <br />W 2x6 SILLIE W/ SILL SEALER - <br />7 B <br />.t A. AT 60" OL. MAX <br />V' POURED REINFORCED CONC <br />FOUNDATION WALL (42" HIGH MIN) <br />20" x S" REINFORCED <br />C01CRETE FOOTING <br />'TRUSS DESIG'.V TO <br />T FRAMING INSPEC MN <br />TYPIC L ROOF CON TR <br />50 YEAR "ELK" ASPHALT ROOF SHINGLES <br />ROOFING FELT <br />4h° PLYWOOD SHEATHING. <br />ENGINEERED ROOF TRJ55ES AT 24" O.G. <br />R-48 FIBERGLASS BLOM BATT INSUL <br />6 MIL POLY VAPOR BARRIER <br />5/8" GYP. BD. <br />12 <br />712 <br />ARCH'cO LmAR <br />\ RIM BD <br />\ <br />— _ \\' <br />M\� <br />9/4' X 2 ARGUED <br />CEDAR TRM ED <br />i <br />M4 TG CEDAjr�ll <br />r <br />BDS CN ENG 9 TRUSSES AT 2GRE i RO / T R 5514- X U" CEDI <br />ED MOND <br />DO T46 CEDAR I II IJ <br />Er-1 <br />0WALLS TTPQFyAWLTFRONT 1L <br />/ <br />_a_.. '3A" T4G PLYWOOD SUBFLOOR <br />r GLUED 4 SCREWED TO 20" <br />/ - ENGINEERED FLOOR TRUSSES <br />i AT 16" O.C. W/ 5/8" GYP. BD. AT <br />II CEILINGS <br />hI'I 8 Type X heatrock <br />Undarside Qf Stslrs And W214S <br />4" CONCRETE SLAB ON 2" <br />RIGID INSULATION W/ WIR550 <br />CONT. DRAIN TILE SET IN <br />I <br />I I <br />I I <br />LIGHT <br />EXT DRAIN TILE SLOPE <br />INTERIOR TO SUMP <br />FIELpS70NE <br />I I <br />I <br />QI I2X6 <br />CEDAR DECKING BEYOND <br />BUILDING PAPER <br />II <br />lQ <br />II <br />-- <br />PLYWbOD SHEATHING ON 2X <br />L5 <br />cIJ <br />TREATED LLD BLOCKING <br />I <br />AT I6" O.C. MAX TO FORM <br />SLOPE -PROVIDE WALL TIES <br />AS REQUIRED TO SECURE <br />STONE TO SLOPED WALL <br />D <br />FIELDSTONE <br />2X6 CEDAR DECKING GN— <br />I <br />TREATED 2X10 WOOD JOISTS <br />16" O.C. MAX <br />4AT <br />y'ARIES - SEE PLA <br />FINISHED GRADE <br />EDAR <br />8" x 8" CEDAR- <br />I <br />I <br />41 <br />a <br />COLUMN EE7IX9D <br />CONCRETE BI_K FOUNDATION WALL -SEE PLANS <br />G <br />FOR PIER SIZES <br />I <br />I-04"HX 6"W <br />I <br />6 <br />CURB BLOCK W 2x> 6 <br />a <br />REENFORCED CONCRETE FOUNDATION PIER W/ 6" <br />SILLIE W/SILL SEALER <br />4 <br />STONE LEDGE ON 3 SIDES AND STONE LEDGE <br />- V2"t AB. AT 60" OL. <br />I <br />PER PLANS AT TAPERED END <br />MAX <br />I <br />I I <br />2" R-11 RIGID <br />NSULATICN <br />- SEE PLAN q <br />Q - <br />Q VARIES <br />a <br />�E30XED GOLUMN/T= IER DETAIL AT MAIN/MUDRM ENTRY EUILDINC-( SECTION AT STUDY/GREAT ROOM <br />CULTURED FIELDSTONE <br />FIREPLACE SURROUND <br />c. <br />55PROOM'4 <br />STEP/DROP FTG AS <br />REQUIRED AT PLUMBING/6" <br />ERG WALL <br />2" R -II RIGID <br />INSULATION <br />SO YEAR "ELK" ASPHALT ROOF SHINGLES <br />ROOFNG FELT <br />V PLYWOOD SHEATHING <br />ENGINEERED ROOF TRUSSES AT 24" O.G. <br />R-48 FIBERGLASS MOM BATT NSUL <br />6 MIL POLY VAPOR BARRIER <br />5/8" GYP. BD. <br />BEAM ENG LVL__ <br />1X3 CEDAR TRIM BIDS AT— <br />ALL SEAMS OF HARDIBD <br />SOFFIT PANELS -CREATE <br />EQUAL PATTER. <br />COQ 14 <br />6' X 6' CEDAR POST W/--_ <br />DECORATIVE CAPS <br />2X10 TREATED RIM JOIST <br />2X6 CEDAR DECKING ON -- <br />TREATED 2X10 ILOOD JOISTS <br />AT 16' O.C. MAX <br />R•11 MN SPRAY FOAM INUL <br />AT RIMS- TYPICAL <br />i- C 4" H X 6" W CURB BLOCK <br />W 2x6 SILLIE W/ SILL SEALER - <br />7 B <br />.t A. AT 60" OL. MAX <br />V' POURED REINFORCED CONC <br />FOUNDATION WALL (42" HIGH MIN) <br />20" x S" REINFORCED <br />C01CRETE FOOTING <br />'TRUSS DESIG'.V TO <br />T FRAMING INSPEC MN <br />TYPIC L ROOF CON TR <br />50 YEAR "ELK" ASPHALT ROOF SHINGLES <br />ROOFING FELT <br />4h° PLYWOOD SHEATHING. <br />ENGINEERED ROOF TRJ55ES AT 24" O.G. <br />R-48 FIBERGLASS BLOM BATT INSUL <br />6 MIL POLY VAPOR BARRIER <br />5/8" GYP. BD. <br />12 <br />712 <br />ARCH'cO LmAR <br />\ RIM BD <br />\ <br />— _ \\' <br />M\� <br />9/4' X 2 ARGUED <br />CEDAR TRM ED <br />i <br />M4 TG CEDAjr�ll <br />r <br />BDS CN ENG 9 TRUSSES AT 2GRE i RO / T R 5514- X U" CEDI <br />ED MOND <br />DO T46 CEDAR I II IJ <br />Er-1 <br />0WALLS TTPQFyAWLTFRONT 1L <br />/ <br />_a_.. '3A" T4G PLYWOOD SUBFLOOR <br />r GLUED 4 SCREWED TO 20" <br />/ - ENGINEERED FLOOR TRUSSES <br />i AT 16" O.C. W/ 5/8" GYP. BD. AT <br />II CEILINGS <br />hI'I 8 Type X heatrock <br />Undarside Qf Stslrs And W214S <br />7X6 CEDAR DECKm <br />ON = TREATED <br />WOOD JOISTS AT 16" <br />OL. <br />10" REINF POURED CONCRETE WALL <br />2X4 WOOD STUDS AT I6' O.C. <br />R -II FIBERGL. BATT INSUL <br />VAPOR BARRIER <br />12" GYP. BD <br />TIFF -N -DRI <br />WATERPROOOFING <br />SYSTEM W/ WARM -N- DRI <br />INSUL (OR EQ11AL) <br />20" x 8" RERrF ED <br />CONCRETE FOOTING AT <br />STONE W/ 2- 4'S CONT <br />7RU4S BRIG <br />2X4 CEDAR TOP 4 BOTTOM <br />RAILS <br />2X2 CEDAR <br />PICKETS - 4" MAX <br />SPACING 1551UEEN <br />PICKETS <br />FIRST FLOOR <br />TOP OF SUBFLR <br />D12 CEDAR TRIM BD <br />TREATED WOOD BLOCKING: <br />AS REQUIRED AT 6X6 POST <br />BASEMENT <br />TOP OF SLAB <br />/2X10 OUTRIGGERS AT 24" O.C. <br />PREFIN METAL DRIP EDGE FLASHNG <br />/ON DO CEDAR TRIM BD OVER IXI2 CEDAR <br />SUBFASCIA W/2X10 BACKER <br />IX4 Tali CEDAR SOFFIT <br />1/2" PANTED MD0 PLYWOOD PANEL <br />/4" X 4" CEDAR TRIM BD <br />IX4 T4G CEDAR SOFFIT <br />8" W. HEAVY TIMBER CEDAR BRACKETS <br />PREFIN METAL OR COPPER FLASHING OVER <br />—'__ ARCHED 2X4 CEDAR TRIM OVER ARCHED 5/4' X <br />12" CEDAR TRIM BD <br />TRU55 BRIG <br />IX4TKCEDAR m <br />SOrrR EDS AT <br />OCERSIDE OF 9 <br />ARCH _ <br />7R'J5$ BRIG - <br />'PROVIDE FREFN <br />METAL FLASHPG <br />AS WOURED AT <br />TOP OF COLU'N <br />CAPS 9 <br />m <br />FIRST FLOOR <br />TOP OF 6UB4 <br />BASEMENT <br />TOP Or SLAB <br />4" CONCRETE SLAB ON 2" <br />RIGID INSULATION W/ WIR550 <br />CONT. DRAIN TILE SET IN <br />HEAT TUBING 8" COMPACTED <br />BED W1 SILT <br />CEA ROM <br />GRANULAR FILL <br />VAPOR BARRIER M flyer TREATED PLATES Va3':EN <br />LIGHT <br />EXT DRAIN TILE SLOPE <br />INTERIOR TO SUMP <br />LAVED ON CONCRETE <br />7X6 CEDAR DECKm <br />ON = TREATED <br />WOOD JOISTS AT 16" <br />OL. <br />10" REINF POURED CONCRETE WALL <br />2X4 WOOD STUDS AT I6' O.C. <br />R -II FIBERGL. BATT INSUL <br />VAPOR BARRIER <br />12" GYP. BD <br />TIFF -N -DRI <br />WATERPROOOFING <br />SYSTEM W/ WARM -N- DRI <br />INSUL (OR EQ11AL) <br />20" x 8" RERrF ED <br />CONCRETE FOOTING AT <br />STONE W/ 2- 4'S CONT <br />7RU4S BRIG <br />2X4 CEDAR TOP 4 BOTTOM <br />RAILS <br />2X2 CEDAR <br />PICKETS - 4" MAX <br />SPACING 1551UEEN <br />PICKETS <br />FIRST FLOOR <br />TOP OF SUBFLR <br />D12 CEDAR TRIM BD <br />TREATED WOOD BLOCKING: <br />AS REQUIRED AT 6X6 POST <br />BASEMENT <br />TOP OF SLAB <br />/2X10 OUTRIGGERS AT 24" O.C. <br />PREFIN METAL DRIP EDGE FLASHNG <br />/ON DO CEDAR TRIM BD OVER IXI2 CEDAR <br />SUBFASCIA W/2X10 BACKER <br />IX4 Tali CEDAR SOFFIT <br />1/2" PANTED MD0 PLYWOOD PANEL <br />/4" X 4" CEDAR TRIM BD <br />IX4 T4G CEDAR SOFFIT <br />8" W. HEAVY TIMBER CEDAR BRACKETS <br />PREFIN METAL OR COPPER FLASHING OVER <br />—'__ ARCHED 2X4 CEDAR TRIM OVER ARCHED 5/4' X <br />12" CEDAR TRIM BD <br />TRU55 BRIG <br />IX4TKCEDAR m <br />SOrrR EDS AT <br />OCERSIDE OF 9 <br />ARCH _ <br />7R'J5$ BRIG - <br />'PROVIDE FREFN <br />METAL FLASHPG <br />AS WOURED AT <br />TOP OF COLU'N <br />CAPS 9 <br />m <br />FIRST FLOOR <br />TOP OF 6UB4 <br />BASEMENT <br />TOP Or SLAB <br />
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