HomeMy WebLinkAboutA000.2\A1;SEE STR. SECT.
N.T.S.
\A1;1"\A1;10"
\A1;10"
\A1;11 1/4"\A1;1 1/2"FRAMED FLOOR SYSTEM-\PREFER TO PLANS
PREMANUFACTURED STAIR SYSTEM-REFER TO BUILDING SECTION
SECURE SIMPSON STRAP TIE "LSTA-36" TO FLOOR FRAMING SYSTEM FIRST, THEN PLACE AND SECURE STAIR SECTION INTO POSITION. COMPLETE BY ATTACHING STRAP TO STAIR SYSTEM ALONG UNDERSIDE AS SHOWN
STAIR TREAD / ATTACHMENT DETL.
BACKFILL MATERIAL PER IRC
BITUMINOUS WATERPROOFING PER SPEC.
4" PERFORATED DRAIN TILE W/ SOCK IN MIN. 2" STONE BED W/ MIN. 6" STONE COVER SCHEDULE 30 DRAIN TILE AND BLEEDERS PER PLAN \A1;8"
TYPICAL WALL SECTION - SIDING
\A1;8"\A1;4"\A1;4"\A1;1'-4"
SCALE 1/2" = 1'-0"
8" x 16" CONT. POURED CONCRETE FOOTING - PER SPEC.
4" CONC. SLAB OVER 6 MIL VAPOR RETARDER 6" MIN LAP OVER 4" GRANULAR FILL
\A1;8"\PMIN.
2x4 TREATED SILL PLATE W/ ANCHOR BOLTS PER SPEC. 6' O.C., MIN. 12" FROM END
GRADE FLOOR SYSTEM PER SPEC.
R13 BATT INSULATION AT BAND
2x4 BOTTOM PLATE3/4" T&G SUBFLOOR OVER FLOOR SYSTEM, ATTACHMENT PER SPEC.
SHEATHING PER SPEC. OVER 2X4 STUDS AT 16" O.C. W/ R13 BATT INSULATION HOLD PLATE BACK FOR SHEATHING
SIDING PER SPEC.
7'-1" WINDOW HEIGHT AT 8'-1 1/8" PLATE HEIGHT\P8'-1" WINDOW HEIGHT AT 9'-1 1/8" CEILING HEIGHT1/2" GYP. BD
8" CONCRETE WALL PER PER SPEC.
R13 BATT INSULATION AT BOND
\A1;3 3/4"
12x\A1;1'-1 1/4" O.H.R-38 INSULATION W/ BAFFLEST.O. PLATE WOOD HEADER - SEE FLOOR PLANS
DBL. 2x4 TOP PLATE
5/8" GYP. BD
\A1;ICE & WATER SHIELD TO 24"\P INSIDE OF EXTERIOR WALL LINECOMPOSITION ROOF SHINGLES PER SPEC OVER 15# BLDG. FELT w/ STARTER STRIP AND METAL DRIP OVER ROOF DECK PER SPEC ON PRE-ENGINEERED ROOF TRUSSES PER PLAN
EXTERIOR SIDE OF STUD WALL
CORNICE PER ELEVATIONS
MANUFACTURED ENGINEERED FLOOR JOISTS - SEE SHOP DAWINGS FOR ADDITIONAL INFORMATION
3/4" T&G SUBFLOOR OVER FLOOR JOIST., ATTACHMENT PER SPEC.
\A1;8"
TYPICAL WALL SECTION - BRICK
\A1;8"\A1;4"\A1;4"\A1;1'-4"
SCALE 1/2" = 1'-0"
8" X 16" CONT. POURED CONCRETE FOOTING - PER SPEC
4" CONC. SLAB OVER 6 MIL VAPOR RETARDER 6" MIN LAP OVER 4" GRANULAR FILL
\A1;8"\PMIN.
2x TREATED SILL PLATE W/ ANCHOR BOLTS PER SPEC. 6' O.C., MIN. 12" FROM END
R13 BATT INSULATION AT BAND8" CONCRETE WALL PER PER SPEC.
7'-1" WINDOW HEIGHT AT 8'-1 1/8" PLATE HEIGHT\P8'-1" WINDOW HEIGHT AT 9'-1 1/8" CEILING HEIGHT
\A1;4"4" x 8" BRICK LEDGE
RUBBERIZED THRU-WALL FLASHING - TRIM AT FACE OF BRICK AT BOTTOM OF WEEP HOLE COURSE
PROVIDE WEEP HOLES AT THIRD COURSE WITH SOLID GROUT BEHIND FIRST 2 COURSES PER IRC-R703.7.6
BRICK VENEER PER SPEC W/ TIES @ 24"H & 16"V
\A1;4"\A1;2"
\A1;3 3/4"
12x\A1;1'-1 1/4" O.H.R-38 INSULATION W/ BAFFLEST.O. PLATE WOOD HEADER - SEE FLOOR PLANS
DBL. 2x4 TOP PLATE
5/8" GYP. BD
\A1;ICE & WATER SHIELD TO 24"\P INSIDE OF EXTERIOR WALL LINE
EXTERIOR SIDE OF STUD WALL
CORNICE PER ELEVATIONS2X4 BRICK RACK1X PACK OUT FOR BRICK RACKSOLDIER COURSE PER ELEV.
SHEATHING PER SPEC. OVER 2X4 STUDS AT 16" O.C. W/ R13 BATT INSULATION HOLD PLATE BACK FOR SHEATHING
FLOOR SYSTEM PER SPEC.
2x4 BOTTOM PLATE3/4" T&G SUBFLOOR OVER FLOOR SYSTEM, ATTACHMENT PER SPEC.
1/2" GYP. BD
R13 BATT INSULATION AT BOND
MANUFACTURED ENGINEERED FLOOR JOISTS - SEE SHOP DAWINGS FOR ADDITIONAL INFORMATION
3/4" T&G SUBFLOOR OVER FLOOR JOIST., ATTACHMENT PER SPEC.
COMPOSITION ROOF SHINGLES PER SPEC OVER 15# BLDG. FELT w/ STARTER STRIP AND METAL DRIP OVER ROOF DECK PER SPEC ON PRE-ENGINEERED ROOF TRUSSES PER PLAN
4" PERFORATED DRAIN TILE W/ SOCK IN MIN. 2" STONE BED W/ MIN. 6" STONE COVER SCHEDULE 30 DRAIN TILE AND BLEEDERS PER PLAN
GRADE
BACKFILL MATERIAL PER IRC
BITUMINOUS WATERPROOFING PER SPEC.
FIRST FLOOR HT.
TOP PLATE
TOP PLATE
SECOND FLOOR HT.
\A1;1'-2{\H0.750000x;\S1#8;}"
\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;8'-1" (W'DOW HEAD HT, TYP.)
\A1;8'-1" (W'DOW HEAD HT, TYP.)
TOP OF FOOTING
\A1;9'-0"
FLOOR SYSTEM PER MANUF.
R-38 BLOWN INSULATION
FINISHED BASEMENT
ATTIC SPACEPRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. SEE TRUSS DRAWINGS DESIGNED & PREPARED BY OTHERS
4" CONC. SLAB
SECTION THRU GARAGE & KITCHEN1/4" = 1'-0"
KITCHEN
TOP OF FDN..
\A1;1'-0{\H0.750000x;\S5#8;}"
FIRST FLOOR HT.
123456789101112
2314567891011121314
126126
125
\A1;6"
\A1;3'-6"
SLOPE 2" TOWARD FRONT OF GARAGE
BEDROOM 3
GARAGE
O. BATH125
PRE-ENGINEERED GARAGE TRUSSES @ 24" O.C. MAX. SEE TRUSS DRAWINGS DESIGNED & PREPARED BY OTHERS
\A1;6'-8" MIN. HD. RM.
\A1;6'-8" MIN. HD. RM.
\A1;16 R AT 7.38" = 9'-10{\H0.750000x;\S1#8;}"
\A1;16 R AT 7.61" = 10'-1{\H0.750000x;\S3#4;}"
1516
STEEL BEAM PER PLANS
FIRST FLOOR HT.
TOP PLATE
TOP PLATE
SECOND FLOOR HT.
\A1;1'-2{\H0.750000x;\S1#8;}"
\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;8'-1" (W'DOW HEAD HT, TYP.)
\A1;8'-1" (W'DOW HEAD HT, TYP.)
TOP OF FOOTING
\A1;9'-0"
FLOOR SYSTEM PER MANUF.
R-38 BLOWN INSULATION
FINISHED BASEMENT
ATTIC SPACEPRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. SEE TRUSS DRAWINGS DESIGNED & PREPARED BY OTHERS
4" CONC. SLAB
SECTION THRU GATHERING, FAMILY ROOM & O. SUITE1/4" = 1'-0"
FAMILY ROOM
TOP OF FDN..
\A1;1'-0{\H0.750000x;\S5#8;}"
126126
BEDROOM 4
GATHERINGDINING
O. SUITE
\A1;1'-0"
\A1;1'-0"
PLAN NAME
SHEET
COMMUNITY NAME
PRODUCTION MANAGER
LAWSON COMMUNITY ID
RELEASE DATE:DATE / DESCRIPTION
NPC PLAN NUMBERLAWSON PLAN IDLEGACY PLAN NUMBER / NAME
SPECIFICATION LEVEL
GARAGE HANDING
REV #
PROJECT TYPE
CURRENT
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
ARCHITECT OF RECORD:ENGINEER OF RECORD:
06/21/2018Joel Hampshire
(c) Copyright PulteGroup, Inc. - 2018
Indiana Division11590 N. Meridian St, Suite 530Carmel, Indiana 46032SINGLE FAMILY
WestClay
----
GARAGE LEFT
Red
Plan 3
1817.0000
LOT 320
4563
MULHERN & KULPPULTE GROUP
PLOTTED: June 22, 2018 / Rudolph Sanchez / 4563-IN-WCLY-FRMP.DWG Building Sections and Details 3.30c
09/18/18
William Hohlt