HomeMy WebLinkAboutA7 Wall SectionsGRANULAR FILL11'-0" REINFORCED POURED CONCRETE WALL9'-5 1/2" 12'-1 1/8" 1'-4 3/4" 12'-1 1/8" WALL HT.FUTURE
BEDROOM
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
6" BATT INSULATION R-19
FUTURE 1/2" GYPSUM BOARD
FUTURE 1/2" GYPSUM BOARD
2- 2" X 6" TOP PLATES
1/2" X 10" ANCHOR
BOLTS AT 6'-0" O.C.
MAX. AND 12" IN
FROM ALL CORNERS
FINISHED GRADE VARIES
45 MIL. EPDM RUBBER
FLASHING MEMBRANE
5 1/2" X 8" LEDGE
SOUND INSULATION
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
METAL SILL TO MATCH
WINDOW COLOR
3/4" T&G PLYWOOD SUB-FLOOR
GLUED AND SCREWED
2" X 6" CONTINUOUS WOOD PLATE
WOOD BASE TBD.
VAPOR BARRIER
2" X 6" STUDS AT 16" 0.C. TYP.
ALUMINUM SILL
ENGINEERED FLOOR JOISTS AT
16" O.C. VERIFY SIZE WITH G.C.
6" BATT INSULATION R-19
1/2" GYPSUM BOARD
1/2" GYPSUM BOARD
2- 2" X 6" TOP PLATES
SOUND INSULATION
3/4" T&G PLYWOOD SUB-FLOOR
GLUED AND SCREWED
ENGINEERED FLOOR JOISTS AT
16" O.C. VERIFY SIZE WITH G.C.
6" BATT INSULATION R-19
1/2" GYPSUM BOARD
1/2" GYPSUM BOARD
2- 2" X 6" TOP PLATES
DYNAMIC ARCHITECTURAL WINDOWS
STEEL-ARTE-SERIES OR EQUAL
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
WINE /
BAR AREA
MASTER
BEDROOM 10'-1 1/8"AIR AND MOISTURE BARRIER
R-50 ATTIC INSULATION
RECESS FOR DRAPERY AND BLACK
0UT AUTOMATIC BLIND G.C. VERIFY
REQUIREMENTS WITH INTERIOR DESIGNED
RECESS FOR DRAPERY AND BLACK
0UT AUTOMATIC BLIND G.C. VERIFY
REQUIREMENTS WITH INTERIOR DESIGNED
1'-6 5/8"1'-4"FIBER CEMENT 1" X 2" TRIM
TRIPLE LVL HEADER - G.C. VERIFY SIZE
SEALANT
TRIPLE LVL HEADER - G.C. VERIFY SIZE
SEALANT
STONE SILL G.C. VERIFY
BREAK ALUMINUM FLASHING CAP
WALL PANEL OR METAL TRIM
WINDOW RETURNS ON RAINSCREEN
SYSTEM
FIBER CEMENT 1" X 2" TRIM
FIBER CEMENT 1" X 16" TRIM
1X6 T&G WOOD PLANKING -
SPECIES AND STAIN TBS.
FIBER CEMENT FLUTED PANEL
FIBER CEMENT 1" X 12" FASCIA
METAL DRIP FLASHING
4'-0" TYPICAL
GRANULAR FILL11'-0" REINFORCED POURED CONCRETE WALL9'-5 1/2" HVAC. /
STOR.
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
6" BATT INSULATION R-19
FUTURE 1/2" GYPSUM BOARD
FUTURE 1/2" GYPSUM BOARD
2- 2" X 6" TOP PLATES
1/2" X 10" ANCHOR
BOLTS AT 6'-0" O.C.
MAX. AND 12" IN
FROM ALL CORNERS
FINISHED surface tbs.
45 MIL. EPDM RUBBER
FLASHING MEMBRANE
5 1/2" X 8" LEDGE
SOUND INSULATION
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
3/4" T&G PLYWOOD SUB-FLOOR
GLUED AND SCREWED
2" X 4" CONTINUOUS treated
WOOD PLATE
threshold
WOOD DOOR, SIDELIGHTS, AND
FRAME TBS.
ENGINEERED FLOOR JOISTS AT
16" O.C. VERIFY SIZE WITH G.C.
TWO STORY
ENTRY
12'-1 1/8" 1'-4 3/4" 4" REINFORCED CONCRETE SLAB
4" GRANULAR FILL
VAPOR BARRIER
22" WIDE BY 10" DEEP POURED
CONCRETE FOOTING WITH 3-#4
REBAR CONTINUOUS
sidewalk and finish
material tbs.
WALL PANELS TBS. WITH
RAINSCREEN
ATTACHEMENT SYSTEM
FUTURE 1/2" GYPSUM BOARD
SOUND INSULATION
3/4" T&G PLYWOOD SUB-FLOOR
GLUED AND SCREWED
ENGINEERED FLOOR JOISTS AT
16" O.C. VERIFY SIZE WITH G.C.
floor finish tbs.
OPEN HALL MASTER
WIC.
ATTIC
ROOF DRAIN
- SEE ROOF
PLAN
8" POURED
CONCRETE BASEMENT
WALL WITH MIN. #4
REBAR GRID AT 24"
O.C. EACH WAY
2" X 6" WOOD STUDS AT 16" O.C.
6" BATT INSULATION R-19
TRIPLE LVL HEADER AS REQUIRED
2" X WOOD FRAMING AT 16" O.C.
G.C. VERIFY SIZES
PORCELANOSA PANELS
WITH RAINSCREEN
ATTACHEMENT SYSTEM
1X6 T&G WOOD
PLANKING - SPECIES
AND STAIN TBS.
floor finish tbs.
DYNAMIC ARCHITECTURAL
WINDOWS STEEL-ARTE-SERIES
OR EQUAL
1ST floor LINE
2ND floor LINE
HANDRAIL MATERIAL AND
DESIGN TBS.1'-4 3/4" 10'-1 1/8"12'-1 1/8" FLOOR TO SOFFIT FRAME 1'-3" 3'-2"10'-2" R.O. - G.C. VERIFY 6'-4" FRAME 7'-1" R.O. - G.C. VERIFY1X6 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 1" X 8" TRIM
3/4" FLUTED CEDAR PANEL
BREAK ALUMINUM FLASHING CAP
10'-7 7/8" G.C. VERIFY STEEL BEAM SIZERIGID TAPERED INSULATION
MEMBRANE ROOFING
MEMBRANE FLASHING
METAL CAP
BREAK ALUMINUM FLASHING CAP
1" X 16" FASCIA
LVL BEAM - G.C. VERIFY SIZE
JOIST HANGER
1X6 T&G WOOD PLANKING -
SPECIES AND STAIN TBS.
CONTINUOUS SOFFIT VENT
1" X 10" FASCIA
LVL BEAMS AS REQUIRED
- G.C. VERIFY SIZES
STEEL BEAM - G.C. VERIFY SIZE3'-0"SLOPE
8'-2 1/4"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 f rom 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:MAIN ENTRY CROSS SECTION - TWO STORY
SCALE: 1/2" = 1'-0"
TYPICAL WALL SECTION -
TWO STORY WITH WINDOWS
SCALE: 1/2" = 1'-0"
1
A-7
WALL SECTIONS
A-72
A-7 U:\02-RESIDENTIAL L-Z\Nance, G\2018-0912_MB1\01-Current CDs\2021-0303_MB1_Wall Sections.dwg, 6/7/2021 7:35:36 AM,_DWG To PDF.pc308/27/21