HomeMy WebLinkAboutA9 Full Wall Section12'-1 1/8" 1'-4 3/4"9'-5 1/2" 1'-4 3/4" 10'-1 1/8"6" BATT INSULATION R-19
1/2" GYPSUM BOARD
1/2" GYPSUM BOARD
2- 2" X 6" TOP PLATES
FAUX TIMBER COLUMN BEYOND -
SEE ENLARGED PLAN DETAIL
1X6 T&G WOOD PLANKING -
SPECIES AND STAIN TBS.
2" X FRAMING
FIBER CEMENT 1" X 16" FASCIA
2" X SUB-FASCIA
CONTINUOUS ALUMINUM GUTTER
CONTINUOUS SOFFIT VENT
CONTINUOUS ALUMINUM ROOF EDGE
7/16" OSB ROOF SHEATHING
ROOF PROTECTION MEMBRANE AS
RECOMMENDED FOR METAL ROOFING
STANDING SEAM METAL ROOF
12SEE
ROOF
PLAN
FIBER CEMENT TRIM
FIBER CEMENT FLUTED PANELS
BREAK ALUMINUM FLASHING CAP
MASTER
BEDROOM
R-50 ATTIC INSULATION
RECESS FOR DRAPERY AND BLACK
0UT AUTOMATIC BLIND G.C. VERIFY
REQUIREMENTS WITH INTERIOR DESIGNED
TRIPLE LVL HEADER - G.C. VERIFY SIZE
SEALANTFIBER CEMENT 1" X 2" TRIM
FIBER CEMENT 1" X 12" FASCIA
4'-0" TYPICAL
1'-1"
2 3/8"
7 3/4"3'-0" 6"3'-0" 6"DYNAMIC ARCHITECTURAL WINDOWS
STEEL-ARTE-SERIES OR EQUAL
GRANULAR FILL 4" REINFORCED CONCRETE SLAB
4" GRANULAR FILL
INTERIOR PERIMETER DRAIN TILE
SIZE BY G.C. RUN TO SUMP PIT
VAPOR BARRIER
22" WIDE BY 10" DEEP POURED
CONCRETE FOOTING WITH 3-#4
REBAR CONTINUOUS
2" X 6" CONTINUOUS TREATED WOOD PLATE
2" X 6" WOOD STUDS AT 16" O.C.
EXPANSION STRIP
1/2" X 10" ANCHOR
BOLTS AT 6'-0" O.C.
MAX. AND 12" IN
FROM ALL CORNERS
5 1/2" LEDGE
EXTERIOR PERIMETER DRAIN TILE
SIZE BY G.C. RUN TO SUMP PIT
GRANULAR FILL
WATERPROOFING
#4 DOWEL AT 24" O.C.
10" POURED
CONCRETE BASEMENT
WALL WITH MIN. #4
REBAR GRID AT 24"
O.C. EACH WAY
10'-10 1/4" 13'-5 7/8"11 - EQUAL RISERS = 5'-11 3/8 12 - EQUAL RISERS = 6'-9" 12 - EQUAL RISERS = 6'-9"11'-0" REINFORCED POURED CONCRETE WALLDYNAMIC ARCHITECTURAL WINDOWS
STEEL-ARTE-SERIES OR EQUAL
4'-10 1/8" 6'-9 3/4" TO FRAME 3'-3 5/8" 10'-9 7/8" FRAME 2'-1 1/8"1'-6"
STRUCTURAL STEEL TUBE
AND TREAD MOUNTING
BRACKETS TO BE PAINTED
G.C. VERIFY SIZE REQUIRED
HANDRAIL TBS. - GLASS
HANDRAIL SHOWN
WOOD TREADS TBS.
STRUCTURAL STEEL
TUBE AS REQUIRED
G.C. VERIFY SIZE
REQUIRED
STRUCTURAL STEEL
TUBE AS REQUIRED
G.C. VERIFY SIZE
REQUIRED
STRUCTURAL STEEL
TUBE AS REQUIRED
G.C. VERIFY SIZE
REQUIRED3'-0" 6"3'-0"WALL MOUNTED
HANDRAIL TBS.2'-3 3/4" 7'-9 1/2" 7 1/2"2'-8 7/8" 8'-1"BREAK ALUMINUM FLASHING CAP
with drip
marble sill tbs.
marble
sill tbs.
1/2" GYPSUM BOARD
10" wood base
1/2" schluter trim tbs.8'-0" WINDOW HD.LINE OF SECOND FLOOR
LINE OF FIRST FLOOR
3/4" T&G PLYWOOD SUB-FLOOR
GLUED AND SCREWED
floor finish tbs.
1/2" GYPSUM BOARD
SOUND INSULATION
ENGINEERED FLOOR JOISTS AT
16" O.C. VERIFY SIZE WITH G.C.9 - EQUAL RISERS = 4'-10 7/86 1/2" +/-6 1/2" +/-6 3/4" +/-6 3/4" +/-ENGINEERED FLOOR JOISTS AT
16" O.C. VERIFY SIZE WITH G.C.
3/4" T&G PLYWOOD SUB-FLOOR
GLUED AND SCREWED
floor finish tbs.9'-11 3/4" R.O. 10'-8 7/8" R.O.floor finish tbs.
LINE OF LOWER LEVEL FLOOR
3 3/4" MAX.
2" X 4" WOOD
STUDS AT 16" O.C.
CONTINUOUS SOFFIT VENT
2019-0805
04-12-2021
"ISSUED FOR
CONSTRUCTION"
Project No:
Sheet Title
REVISIONS
Date:
Sheet No.GARY NANCE DESIGNArchitectural Concepts By4631 Lisborn Drive Carmel, IN 46033317.663.4793 Pgnance@garynancedesign.com garynancedesign.comThese design concepts are the property of Gary Nance Designand may not be used without approval from Gary Nance DesignA R C H I T E C T S+A S S O C I A T E S2520 Durbin DriveCarmel , Indiana 46032317-733-8525hsark@sarkassociates.com12621 Chyverton CircleCarmel, IN 46032MB1A New Residence for:ENLARGED PLAN OF EXTERIOR
TWO STORY STAIR WINDOW WALL
SCALE: 1" = 1'-0"
TYPICAL WALL SECTION -
TWO STORY WITH WINDOWS
SCALE: 1/2" = 1'-0"
2
A-9
WALL SECTIONS
A-91
A-9
2'-8" 3'-1 3/8" 3'-1 3/8" 3'-1 3/8" 2'-8"
14'-8"
5" 1'-11"1'-1"2 3/8" 7 3/4"OPEN TO BELOW
2-20" LVL FULL HEIGHT.
PROVIDE MOISTURE
PROTECTION ON BOTTOM
FINISH WOOD TRIM WITH
MITERED CORNERS
FINISH WOOD TRIM WITH
MITERED CORNERS
2X6 STUDS AT 16" O.C.
2X8 STUDS AT 16" O.C.
2'-8 3/8" R.O.
STAIR LANDING
LINE OF OVERHANG
ABOVE
WALL PANEL ON RAIN
SCREEN SYSTEM
1/2" SHEATHING W/
MOISTURE AND AIR
BARRIER TYPICAL
1/2" GYPSUM BOARD
WINDOW FRAME TBS. WITH
INSULATING GLASS
3 3/4" MAX.U:\02-RESIDENTIAL L-Z\Nance, G\2018-0912_MB1\01-Current CDs\2021-0303_MB1_Wall Sections.dwg, 6/7/2021 7:35:52 AM,_DWG To PDF.pc308/27/21