HomeMy WebLinkAboutDRB150486_A6-3_1446737340.pdfFINISHED FLOOR RE: PLANS AND SPEC OVER
GYPCRETE W/ IN-FLOOR RADIANT HEAT
RE: PLANS AND SPEC. TOTAL ASSEMBLY FOR
FINISH & GYPCRETE IS 2 1/4"
T.O. PLYWOOD @ 8304' - 11 3/4"
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
1' - 1"
1 1/2"
P.T. 2X PLATE
3 3/4"
3"
1/2"
AUTOMATIC DOOR SWEEP
ACTIVATED BY PIN @ JAMB
2 1/4"
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.
RE: STRUCT.
5" CONC. SLAB W/ IN-FLOOR
RADIANT HEAT
RE: STRUCTURAL DRAWINGS
2" RIGID INSULATION UNDER
CONC. SLAB @ BASEMENT
13" CONC. WALL
RE:STRUCTURAL
JOIST HANGER RE: STRUCT.
PRESSURE TREATED PLATE
SWELL TYPE WATER STOP
RE: SPEC
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
CONC. MAT SLAB RE: STRUCT.
SLOPED TOPPING SLAB TO INTERIOR
SUMP PUMP
GRAVEL
SLOPE PER PLANS
4" 3 1/2" 5 1/2"
PREPRUFE 300R SYSTEM
AMERICAN HYDROTECH 6125FR, 215 MIL ,
FABRIC REINFORCED , HOT FLUID APPLIED
WATERPROOFING SYSTEM
12" NEOPRENE FLASHING
CCW 711-90 FLASHING 12" STRIP
6" MIN. LAP ON TOP AND FACE
OF FOOTING OVER BITUTHENE
BITUTHENE 4000 12" STRIP
BITUTHENE LIQUID
MEMBRANE TERMINATION
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
3"-4" THICK CONC. RAT SLAB
2X4 P.T. STUDS TYP. @ LOWER LEVEL
T.O. CONC. @ 8294' - 7 3/4"
RE: PLANS
T.O. CONC. @ 8292' - 7 3/4"
RE: PLANS
T.O. CONC. @ 8290' - 7 3/4"
RE: PLANS
MIRAPLY-H SELF ADHERING BLINDSIDE
WATERPROOF MEMBRANE RE: SPEC. FOR
PREPRUFE 300R SYSTEM
3' - 1 15/16" 10 MIL VAPOR BARRIER EXTEND UP PAST
T.O. CONC. SLAB 6" MIN; TAPE TO DRAINAGE
MATT
HOLD DRAINAGE MEDIUM DOWN 3" FROM
HANGER. SEAL TOP WITH SPRAY FOAM
INSULATION
INJECTO TUBE GROUTABLE HOSE
WATERSTOP SYSTEM
(2) LAYERS OF PROTECTION BOARD ON
SURFACE OF BRICKLEDGE
CONTINUE SPRAY FOAM INSULATON ON
FOUNDATION WALL ABOVE CEILING RE: STRUCT.
7" 6"
1/2"
SLOPE
T.O. PLYWOOD
RE: PLANS
INTERIOR
INTERIOR
EXTERIOR
GRID
LINE
1' - 1" 1 1/2"
3 3/4"
2 1/4"
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.
1"
3 1/2"
SLOPE
0"
INTERIOR
GRID
LINE
P.T. 2X PLATE
15" CONC. WALL
RE:STRUCTURAL
WATER STOP GASKET RE:
SPEC
5/8" EXT. GWB SHEATHING NON PAPER
FACED MOISTURE RESISTANT @
BASEMENT WALLS TYP.
HOT APPLIED W.P. MEMBRANE CONT.
OVER T.O. CONC. WALL
CONC. MAT SLAB RE: STRUCT.
SEE 1/A6.1 FOR TYP. FOUNDATION ASSEMBLY
MIRA DRAIN DRAINAGE MEDIUM
T.O. CONC. @ 8293' - 9 3/4"
RE: PLANS
SEE 1/A6.1 FOR TYP. STONE VENEER
WALL ASSEMBLY
1' - 1"
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
RE: STRUCT.
SLOPE PER PLANS
T.O. CONC. @ 8294' - 7 3/4"
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
1' - 1"
2 3/8"
SLOPE RE: STRUCT.
4' - 0" 2' - 0"
1' - 0 3/4"
11 1/4"
135.0
0
0°
3' - 6"
4' - 11 1/4"
3' - 0 1/4"
8"
1' - 0"
MANHOLE COVER
THICKENED CONC. EDGE AROUND SUMP PIT
PERFORATED WALLS OF
BASIN TO ALLOW WATER TO
FLOW INTO BASIN FROM
UNDERSLAB GRAVEL
SUMP PUMP BASIN
WRAP BASIN IN FILTER FABRIC
FILL VOID BETWEEN BASIN
AND CONC. WITH GRAVEL
SEE 1 / A6.1 FOR TYP.
FOUNDATION ASSEMBLY
SUMP PUMPS RE: MECH; PLACE
ON RACK TO LIFT OUT AND
ALLOW MAINTAINENCE. SUMP
PUMPS ARE TO BE EQUIPPED
WITH A POWER BACK UP
(BATTERY OR GENERATOR)
SUMP PUMPS TO DISCHARGE AT _____________ AND DRAIN TO DAYLIGHT
T.O. CONC. @ 8300' - 11"
RE: PLANS
T.O. CONC. @ 8291' - 2 3/4"
RE: PLANS
7"
Scale
Drawn by
Checked by
US Mail Only: P. O. Box 2378
Physical / Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, Fax: 926 4364
hans@berglundarchitects.com
www . berglundarchitects.com
Issue Date
REVISION
1 1/2" = 1'-0"
10/12/2015
11:44:38 AM
A6.3
FOUNDATION
DETAILS
CWF
HB
REIMERS
RESIDENCE
10/12/2015
3090
BOOTH
CREEK DR. VAIL, CO
TOV FINAL DRB
SUBMITTAL
No. Revision Date
Revision
Description
1 1/2" = 1'-0"
1
FOUNDATION DETAIL @ DOOR
THRESHOLD @ ENTRY
1 1/2" = 1'-0"
2
FOUNDATION DETAIL @ DOOR
THRESHOLD @ FAMILY ROOM
1 1/2" = 1'-0"
3
FOUNDATION DETAIL @ LOWER LEVEL
WINDOW
1 1/2" = 1'-0"
4
FOUNDATION DETAIL @ UNDERSLAB
SUMP PUMP
DRB
APPROVED
11/4/2015
12:00:00 AM