HomeMy WebLinkAboutIN Wall Sections Sheathing Overhang-AD 2.3Indiana Division
11590 North Meridian Street, Suite 530
Carmel, Indiana 46032
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PLAN
SHEET
PRODU
DATE
NPC P
LAWSO
GARAG
REV #
NOTE:
INITI
CURRE
(c) C
Rick
06/21
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--
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06/21
PLOTTED: September 21, 2021 / Michael Urban / IN WALL SECTIONS SH
AD
2.3
Typical Wall Section
2 Story w/ Slab
Indianapolis Division
\A1;1'-0"
\A1;4"
INSULATION BAFFLE
PRE-ENGINEERED TRUSSES AT
DBL TOP PLATE
WINDOW HEADER PER STRUCTUR
\A1;10{\H0.750000x;\S1#4;}"
12
PER ELEV
TOP OF FASCIA
TOP OF\PPLATE
VERIFY SHEATHING CONDITION
\A1;2'-0" - ICE AND WATER SH
DRYWALL PER SPEC
INSULATION R-38 BLOWN
STUDS PER SPEC
INSULATION R-15
DRYWALL PER SPEC
\A1;8'-1{\H0.750000x;\S1#8;}
TOP OF 2ND FLR PLATE
GUTTERS PER OPTION / ELEVATION
METAL DRIP EDGE PER SPEC
1x3 ON 1x12 FRIEZE (RIPPED) W/ (2) 1x3
\A1;1x6 ENGINEERED TRIM FASCIA OVER 2x
FULLY VENTED SOFFIT PER SPEC
2x2 BLOCKING
ROOF SHINGLE PER SPEC OVER 15# FELT W/
FLOOR SYSTEM PER STRUCTURA
\A1;9'-1{\H0.750000x;\S1#8;
\A1;PER STRUCTURAL PLAN
\A1;8'-1{\H0.750000x;\S
TOP OF 1ST FLR PLATE
3/4" T&G SUBFLOOR OVER FLO
CONT. CAULK BEAD
BASE TRIM PER SPEC.
CONT. ADHESIVE BEAD
DRYWALL PER SPEC
DOUBLE TOP PLATE AT EXTERI
DRYWALL PER SPEC
BUILDING WRAP OVER SHEATHING PER SPEC
INSULATION R-15
RIM BOARD PER ENGINEERING
INSULATION R-19
\A1;9'-1{\H0.750000x;\S
TOP OF SLAB
\A1;2" x 5{\H0.7x;\S1/2;}"
CONT. CAULK BEAD
BASE TRIM PER SPEC.
CONT. ADHESIVE BEAD
BUILDING WRAP OVER SHEATHING PER SPEC
INSULATION R-15
\A1;8" MIN.
FINISHED GRADE
SIDING PER ELEVATION
\A1;1'-4"
\A1;2'-10" - OR TO MIN. FROST DEPT
\A1;1'-0"
\A1;TYP. CONC. SLAB PER DE
\A1;2'-0" INSULATION
\A1;RIGID INSULATION R-10\P
\A1;6"
\A1;TYP. TRENCHED FTG\PSEE
\A1;5{\H0.750000x;\S1#2;}"
\A1;2"
\A1;\A1;3" 3"
\A1;{\H0.7x;\S1/2;}" HIGH
\A1;9'-
CONT. CAUL
BASE TRIM
CONT. ADHE
FELT PAPER OVER BUILD
INSULATION R-15
FINISHED GRADE
\A1;QUEEN BRICK VENEE
\A1;RUBBERIZED THRU-W
\A1;8" MIN.
\A1;BRICK LEDGE PER S
PROVIDE WEEP HOLES @
\A1;7{\H0.75000
\A1;3{\H0.75000
\A1;4"
\A1;1'-0"
\A1;1'-4"
\A1;2'-10" - OR TO
\A1;PER PLAN
\A1;2"
\A1;2{\H0.750000
\A1;TYP. C
\A1;2'-0" I
\A1;RIGID
\A1;{\H0.7
\A1;TYP. T
FLOOR SYST
\A1;9'-1{\
\A1;PE
\A1;8'-
TOP OF 1ST
3/4" T&G S
CONT. CAUL
BASE TRIM
CONT. ADHE
DRYWALL PE
DOUBLE TOP
DRYWALL PE
FELT PAPER OVER BUILD
INSULATION R-15
RIM BOARD PER ENGINEE
TOP OF 2ND
BRICK TIES AT 16" O.C
QUEEN SIZE BRICK VENE
1" AIR SPACE
INSULATION
\A1;8'-1{\H0.7
\A1;1'-0"
\A1;4"
INSULATION
PRE-ENGINE
DBL TOP PL
WINDOW HEA
\A1;10{\H0.75
12
PER ELEV
TOP OF FASCIA
TOP OF\PPLATE
VERIFY SHE
\A1;2'-0" -
DRYWALL PE
INSULATION
STUDS PER
INSULATION
DRYWALL PE
TOP OF 2ND
GUTTERS PER OPTION /
METAL DRIP EDGE PER SP
1x3 ON 1x12 FRIEZE (RI
BRICK VENEER PER SPEC
\A1;1x6 ENGINEERED TRI
FULLY VENTED SOFFIT PE
2x2 BLOCKING
ROOF SHINGLE PER SPEC
B
SC. 1-1/2" = 1'-0"
SIDING AND TRIM PER ELEVATION
TYPICAL 1 STORY WALL SECTION w/ SLAB
A
SC. 1-1/2" = 1'-0"
BRICK VENEER AND TRIM PER ELEVATION
TYPICAL 1 STORY WALL SECTION w/ SLAB
08/10/22