HomeMy WebLinkAboutB16-0031_A6.3_1480363200.pdfFINISHED FLOOR RE: PLANS AND SPEC OVER
GYPCRETE W/ IN-FLOOR RADIANT HEAT
RE: PLANS AND SPEC. TOTAL ASSEMBLY FOR
FINISH & GYPCRETE IS 3"
T.O. PLYWOOD @ 8311' - 8 1/4"
RE: PLANS
INTERIOR
INTERIOR
EXTERIOR
BLOWN IN INSULATION FILL JOIST CAVITY
RE: SPEC.
CUSTOM CUT STONE DOOR SILL
SET IN BED OF SEALANT/ ADHESIVE
GRID
LINE
STRUCTURAL SLAB
RE: STRUCT.
W.P. MEMBRANE CONT. OUT HORIZONTALLY
3'-0"-CONTINUE MEMBRANE UNDER DOOR SILL
1/16" RADIUS EASED EDGE
1/4" SEALANT JOINT BTW DOOR SILL
AND STONE FLOORING
RE: STRUCT.
3"
P.T. 2X PLATE
4 1/2"
3"
AUTOMATIC DOOR SWEEP
ACTIVATED BY PIN @ JAMB
2" RIGID INSULATION
3" FLAGSTONE ASSEMBLY CONSISTING OF
APPROX. 1 1/2" THICK STONE OVER APPROX. 1
1/2" MORTAR BED OVER REINFORCED CONC.
SLAB PER STRUCT.
4' TYPICAL RE: STRUCT.
13" CONC. WALL
RE:STRUCTURAL
JOIST HANGER RE: STRUCT.
5/8" EXT. GWB SHEATHING NON PAPER
FACED MOISTURE RESISTANT @
BASEMENT WALLS TYP.
W.P. MEMBRANE CONT. FROM B.O.
FOOTING TO T.O. CONC. WALL
6" DIAMETER PERFORATED
PERIMETER DRAIN PIPE IN GRAVEL
BED PER SOILS REPORT, SPEC, AND
CIVIL DRAWINGS
SLOPE PER PLANS
4" 3 1/2" 5 1/2"
MIRA DRAIN DRAINAGE MEDIUM CONT.
AGAINST WALLS DOWN TO SLOPED TOPPING
SLAB RE: SPEC.
HIGH DENSITY, 2.0 PCF CLOSED CELL
POLYURETHANE FOAM INSULATION; INSTALL IN
CONT. MANNER
MIRA DRAIN DRAINAGE MEDIUM OVER 2" RIGID
INSULATION MIN. R-10
2X4 P.T. STUDS TYP. @ LOWER LEVEL
T.O. CONC.
RE: PLANS
T.O. CONC.
RE: PLANS
HOLD DRAINAGE MEDIUM DOWN 3" FROM
HANGER. SEAL TOP WITH SPRAY FOAM
INSULATION
(2) LAYERS OF PROTECTION BOARD ON
SURFACE OF BRICKLEDGE
CONTINUE SPRAY FOAM INSULATON ON
FOUNDATION WALL ABOVE CEILING
7 1/2" 5 1/2"
SLOPE
6" MAX 4" MIN.
10" 5"
2 1/2"
8 1/4" MAX
RE: STRUCT.
T.O. PLYWOOD
RE: PLANS
INTERIOR
INTERIOR
EXTERIOR
GRID
LINE
RE: STRUCT.
1' - 1"
4 1/2"
3"
4' TYPICAL RE: STRUCT.
SLOPE PER PLANS
4" 3 1/2" 5 1/2"
T.O. CONC.
RE: PLANS
T.O. CONC.
RE: PLANS
STRUCT. SLAB RE: STRUCT. STEP RE: PLANS
SEE 1 / A6.1 FOR TYPICAL
W.P. FOUNDATION
ASSEMBLY
METAL FLASHING UP CONC. WALL, UNDER
DOOR SILL AND TURNS UP 1" VERTICAL @
BACK EDGE OF DOOR SILL
INSULATION PANEL RE: SPEC
AND COVER SHEET
TYP. PATIO ASSEMBLY
SEE 2/A6.1
RE: STRUCT.
JOIST HANGER RE: STRUCT.
2 1/2"
3 1/2"
SLOPE
10" 5"
6" MAX 4" MIN.
8 1/4" MAX
*SIM CONDITION INDICATES A 6"
STEP.
INTERIOR
GRID
LINE
P.T. 2X PLATE
13" CONC. WALL
RE:STRUCTURAL
5/8" EXT. GWB SHEATHING NON PAPER
FACED MOISTURE RESISTANT @
BASEMENT WALLS TYP.
HOT APPLIED W.P. MEMBRANE CONT.
OVER T.O. CONC. WALL
MIRA DRAIN DRAINAGE MEDIUM
T.O. CONC.
RE: PLANS
SEE 1/A6.1 FOR TYP. STONE VENEER
WALL ASSEMBLY
7 1/2" 5 1/2"
1 1/2" MIN. HIGH DENSITY, 2.0 PCF CLOSED CELL
POLYURETHANE FOAM INSULATION; INSTALL IN CONT.
MANNER
EXTERIOR
4' TYPICAL RE: STRUCT.
SLOPE PER PLANS
T.O. CONC. @
RE: PLANS
STRUCT. SLAB RE: STRUCT.
SEE 1/A6.1 FOR TYPICAL W.P.
FOUNDATION ASSEMBLY
DETAIL PENETRATION IN WPM
6" DIAMETER PERFORATED
PERIMETER DRAIN PIPE IN GRAVEL
BED PER SOILS REPORT, SPEC, AND
CIVIL DRAWINGS
RE: STRUCT.
1' - 1"
2 3/8"
SLOPE
RE: STRUCT.
6" MAX 4" MIN.
10" 5"6"
WINDOW RE: WINDOW SCHEDULE
WINDOW SET IN BED OF SEALANT
CUSTOM SILL PER INTERIOR DOCUMENTS
TRIM PER INTERIOR DOCUMENTS
9"
GRID
LINE
INTERIOR OF GARAGE
EXTERIOR
0' - 5 1/2" 0' - 2 1/2"
SLOPE
0' - 6"
TOPPING SLAB SLOPED TO
DRAIN. 2" MAX THICKNESS @
PERIMETER
FOR TYP. STONE VENEER WALL
ASSEMBLY SEE 1/A6.1
SLOPE
CONCRETE FOUNDATION MAT SLAB
RE: STRUCTURAL DRAWINGS
GRAVEL BED UNDER CONCRETE SLAB PER SOILS
ENGINEER RECOMMENDATIONS/STRUCT.
W.P. MEMBRANE CONT. FROM
B.O. FOOTING TO T.O. CONC.
6" CONC. SLAB W/ IN-FLOOR RADIANT
HEAT SLOPE TO DRAIN
RE: STRUCT AND FLOOR PLANS
1/2" P.T. PLYWOOD RAMSET TO
CONCRETE RE: STRUCT.
SLOPE
3" 1"
4' TYPICAL RE: STRUCT.
5"
T.O. CONC.
RE: SECTIONS
1' - 2"
GRID
LINE
INTERIOR OF GARAGE
EXTERIOR
0' - 5 1/2"
SLOPE
TOPPING SLAB SLOPED TO
DRAIN. 2" MAX THICKNESS @
PERIMETER
FOR TYP. STONE VENEER WALL
ASSEMBLY SEE 1/A6.1
SLOPE
CONCRETE FOUNDATION MAT SLAB
RE: STRUCTURAL DRAWINGS
GRAVEL BED UNDER CONCRETE SLAB PER SOILS
ENGINEER RECOMMENDATIONS/STRUCT.
W.P. MEMBRANE CONT. FROM
B.O. FOOTING TO T.O. CONC.
6" CONC. SLAB W/ THICKENED EDGE AND IN-FLOOR
RADIANT HEAT SLOPE TO DRAIN
RE: STRUCT AND FLOOR PLANS
1/2" P.T. PLYWOOD RAMSET TO
CONCRETE
RE: STRUCT.
5 1/2" RE: STRUCT.
SLOPE
3" 1"
4' TYPICAL RE: STRUCT.
5"
T.O. CONC.
RE: SECTIONS
W.P. EPOXY LIQUID GRANITE FLOORING
OVER CONC. SLAB AND TURNS UP WALL
MIN. 6"
Scale
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Issue Date
REVISION
1 1/2" = 1'-0"
9/16/2016
10:37:21 AM
A6.3
FOUNDATION
DETAILS
CWF
HB
REIMERS
RESIDENCE
03/01/2016
3090
BOOTH
CREEK DR. VAIL, CO
CONSTRUCTION
DOCUMENTS
1 1/2" = 1'-0"
1
FOUNDATION DETAIL @ DOOR
THRESHOLD @ ENTRY
1 1/2" = 1'-0"
2
FOUNDATION DETAIL @ DOOR
THRESHOLD @ KITCHEN AND MASTER
BED
1 1/2" = 1'-0"
3
FOUNDATION DETAIL @ LOWER LEVEL
WINDOW
1 1/2" = 1'-0"
5
FOUNDATION DETAIL @ GARAGE AND
LOWER LEVEL CONC. STAIR
1 1/2" = 1'-0"
4
FOUNDATION DETAIL @ GARAGE AND
LOWER LEVEL CONC. PATIO
- DETAILS UPDATED PER
STRUCTURAL COORDINATION
No. Revision Date
Revision
Description
1 APRIL 26, 2016 ASI #1
5 AUGUST 12,
2016
ASI #5
11/28/16