HomeMy WebLinkAboutIN Wall Sections Sheathing Overhang-AD 2.2Indiana 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
PLOTTED: September 21, 2021 / Michael Urban / IN WALL SECTIONS SHEATHING OVERHANG.DWG
AD
2.2Typical Wall Sections1 Story w/ SlabIndianapolis Division\A1;1'-0"
\A1;4"
INSULATION BAFFLEPRE-ENGINEERED TRUSSES AT 24" O.C. - SPAN TO INSIDE OF SHEATHING SEE STRUCTURAL DWGS
DBL TOP PLATEWINDOW HEADER PER STRUCTURAL\A1;10{\H0.750000x;\S1#4;}"
12PER ELEV
TOP OF FASCIATOP OF\PPLATEVERIFY SHEATHING CONDITION WITH STRUCTURAL DWGS
\A1;2'-0" - ICE AND WATER SHIELD
DRYWALL PER SPEC
INSULATION R-38 BLOWN
STUDS PER SPECINSULATION R-15
DRYWALL PER SPEC\A1;8'-1{\H0.750000x;\S1#8;}"TOP OF 2ND FLR PLATEGUTTERS PER OPTION / ELEVATIONMETAL DRIP EDGE PER SPEC
1x3 ON 1x12 FRIEZE (RIPPED) W/ (2) 1x3 PACKOUT FOR SIDING
\A1;1x6 ENGINEERED TRIM FASCIA OVER 2x4 SUB-FASCIA PER SPEC
FULLY VENTED SOFFIT PER SPEC2x2 BLOCKING
ROOF SHINGLE PER SPEC OVER 15# FELT W/ ICE & WATER SHIELD TO 24" INSIDE OF WALL OVER EXTERIOR ROOF SHEATHING PER SPEC
\A1;9'-1{\H0.750000x;\S1#8;}"TOP OF SLAB\A1;2" x 5{\H0.7x;\S1/2;}" SLAB LEDGE
CONT. CAULK BEADBASE TRIM PER SPEC.CONT. ADHESIVE BEADBUILDING WRAP OVER SHEATHING PER SPEC OVER 2x4 FRAMING
INSULATION R-15
\A1;8" MIN.FINISHED GRADE
SIDING PER ELEVATION
\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{\H0.750000x;\S1#2;}"
\A1;2"
\A1;3"\A1;3"
\A1;{\H0.7x;\S1/2;}" HIGH DENSITY RIGID\PINSULATION
\A1;9'-1{\H0.750000x;\S1#8;}"
CONT. CAULK BEADBASE TRIM PER SPEC.CONT. ADHESIVE BEADFELT PAPER OVER BUILDING WRAP OVER SHEATHING PER SPEC OVER 2X4 FRAMINGINSULATION R-15
FINISHED GRADE
\A1;QUEEN BRICK VENEER
\A1;RUBBERIZED THRU-WALL FLASHING - BLDG WRAP APPLIED ONT TOP OF FLASHING\A1;8" MIN.
\A1;BRICK LEDGE PER STRUCTURAL DETAIL
PROVIDE WEEP HOLES @ 24" O.C. WITH SOLID GROUT BEHIND FIRST 2 COURSES
\A1;7{\H0.750000x;\S1#2;}"
\A1;3{\H0.750000x;\S1#2;}"\A1;4"
\A1;1'-0"
\A1;1'-4"
\A1;2'-10" - OR TO MIN. FROST DEPTH
\A1;PER PLAN
\A1;2"\A1;2{\H0.750000x;\S1#2;}"
\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;{\H0.7x;\S1/2;}" HIGH DENSITY RIGID INSULATION
\A1;TYP. TRENCHED FTG\PSEE DET. 1\PSHEET SD.04
\A1;8'-1{\H0.750000x;\S1#8;}"
\A1;1'-0"
\A1;4"
INSULATION BAFFLEPRE-ENGINEERED TRUSSES AT 24" O.C. - SPAN TO INSIDE OF SHEATHING SEE STRUCTURAL DWGS
DBL TOP PLATEWINDOW HEADER PER STRUCTURAL\A1;10{\H0.750000x;\S1#4;}"
12PER ELEV
TOP OF FASCIATOP OF\PPLATEVERIFY SHEATHING CONDITION WITH STRUCTURAL DWGS
\A1;2'-0" - ICE AND WATER SHIELD
DRYWALL PER SPEC
INSULATION R-38 BLOWN
STUDS PER SPECINSULATION R-15
DRYWALL PER SPECTOP OF 2ND FLR PLATE
BRICK TIES AT 16" O.C. MAX. VERTICALLY\P32" O.C. MAX. HORIZ.
GUTTERS PER OPTION / ELEVATIONMETAL DRIP EDGE PER SPEC
1x3 ON 1x12 FRIEZE (RIPPED) W/ PACKOUT FOR BRICK VENEERBRICK VENEER PER SPEC
\A1;1x6 ENGINEERED TRIM FASCIA OVER 2x4 SUB-FASCIA PER SPEC
FULLY VENTED SOFFIT PER SPEC2x2 BLOCKING
ROOF SHINGLE PER SPEC OVER 15# FELT W/ ICE & WATER SHIELD TO 24" INSIDE OF WALL OVER EXTERIOR ROOF SHEATHING PER SPEC
B SC. 1-1/2" = 1'-0"
SIDING AND TRIM PER ELEVATION
TYPICAL 2 STORY WALL SECTION w/ SLAB A SC. 1-1/2" = 1'-0"
BRICK VENEER AND TRIM PER ELEVATION
TYPICAL 2 STORY WALL SECTION w/ SLAB
10/10/22