HomeMy WebLinkAboutIN Wall Sections Sheathing Overhang-AD 2.6PLOTTED: September 30, 2021 / Michael Urban / IN WALL SECTIONS SHEATHING OVERHANG.DWG
AD
2.6Typical Wall SectionsGarage FoundationIndianapolis DivisionIndiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032...........................
PLAN NAME
SHEET
PRODUCTION MANAGER
DATE / DESCRIPTION
NPC PLAN NUMBERLAWSON PLAN ID
GARAGE HANDING
REV #
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
INITIAL RELEASE DATE:CURRENT RELEASE DATE:
(c) Copyright Pulte Home Corporation - 2021
Rick Starkey06/21/2019
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06/21/2019
\A1;8'-0"\A1;OPT. 9'-0"
\A1;PER STRUCTURAL PLANS
\A1;9'-1{\H0.750000x;\S1#8;}"RIM BOARD PER ENGINEERINGFLOOR SYSTEM PER STRUCTURAL PLANS
TOP OF FOUNDATION
TOP OF 1ST FLOOR
3/4" T&G SUBFLOOR OVER FLOOR JOIST., ATTACHMENT PER SPECCONT. CAULK BEADBASE TRIM PER SPEC.CONT. ADHESIVE BEAD
POURED CONC. WALL PER STRUCTURAL DETAILS
INSULATION R-15
TREATED SILL PLATE OVER SILL SEALER. ANCHORAGE PER STRUCTURAL DETAILS1/2" DRYWALL @ BASEMENT CEILING AS REQ'D BY CODE
SLOPE PER PLAN
3 1/2" SLAB LEDGE\A1;4'-0" INSULATION
INSULATION R-11 VINYL BLANKET
\A1;{\H0.7x;\S1/2;}" GYPSUM BOARD
\A1;OPT. 9'-0"
\A1;PER\A1;STRUCTURAL
\A1;PER\PSTRUCTURAL
\A1;PER STRUCTURAL PLANS
CONC. SLAB PER STRUCTURAL OVER 6- MIL. POLY OVER 4" GRANULAR FILL OVER UNDISTURBED SOIL
4" PERF. DRAIN TILE ON MIN. 2" STONE BED W/ FABRIC OVER TOP OF MIN. 6" STONE COVER
BITUMINOUS WATERPROOFING PER SPEC. ON CEMENTITIOUS PARGING PER CODE
BACKFILL TO BE FREE OF ORGANIC MATERIAL, CONST. DEBRI AND LARGE ROCK
UNDISTURBED SOIL
POURED CONC. FOUNDATION WALL SIZE AND REINFORCEMENT PER STRUCTURAL DETAILS
\A1;PER STRUCTURAL\A1;DETAILS
CONTINUOUS CONC. FOOTING PER STRUCTURAL PLANS
\A1;{\H0.7x;\S1/2;}" HIGH DENSITY RIGID INSULATION
A SC. 1-1/2" = 1'-0"
SIDING AND TRIM PER ELEVATION
TYPICAL GARAGE / BASEMENT FOUNDATION SECTION
BITUMINOUS WATERPROOFING PER SPEC. ON CEMENTITIOUS PARGING PER CODE
BACKFILL TO BE FREE OF ORGANIC MATERIAL, CONST. DEBRI AND LARGE ROCK
UNDISTURBED SOIL
\A1;8" MIN.
TREATED SILL PLATE OVER SILL SEALER. ANCHORAGE PER STRUCTURAL DETAILS
FINISHED GRADE
BUILDING WRAP OVER SHEATHING PER SPEC OVER 2x4 FRAMING
SIDING PER ELEVATION
SLOPE PER PLAN
POURED CONC. WALL PER STRUCTURAL DETAILS\A1;2'-10" - OR TO MIN. FROST DEPTH
CONTINUOUS CONC. FOOTING PER PLAN
BRICK/STONE VENEER, INSTALL PER MANUFACTURE. SEE ELEVATION
B SC. 1-1/2" = 1'-0"
SIDING AND TRIM PER ELEVATION
TYPICAL GARAGE FOUNDATION SECTION
TOP OF SLAB\A1;2" x 5{\H0.7x;\S1/2;}" SLAB LEDGE
CONT. CAULK BEADBASE TRIM PER SPEC.CONT. ADHESIVE BEAD
INSULATION R-15
\A1;1'-4"
\A1;2'-10" - OR TO MIN. FROST DEPTH\A1;1'-0"
\A1;TYP. CONC. SLAB PER DET. 1 - SD.04
\A1;2'-0" INSULATION\A1;RIGID INSULATION R-10\PHORIZONTAL OR VERTICAL AS REQ'D BY CODE
\A1;6"
\A1;TYP. TRENCHED FTG\PSEE DET. 1\PSHEET SD.04
\A1;5{\H0.75x;\S1#2;}"
\A1;2"
\A1;3"\A1;3"
\A1;{\H0.7x;\S1/2;}" HIGH DENSITY RIGID\PINSULATION
SLOPE PER PLAN\A1;4"
C SC. 1-1/2" = 1'-0"
TYPICAL GARAGE/SLAB ON GRADE SECTION
\A1;{\H0.7x;\S1/2;}" GYPSUM BOARD
BRICK/STONE VENEER, INSTALL PER MANUFACTURE. SEE ELEVATION
10/10/22