HomeMy WebLinkAboutB15-0026_A6.1_1438367880.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' - 3"
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.
2' - 0" 2' - 0" 2' - 5"
5" CONC. SLAB W/ IN-FLOOR
RADIANT HEAT
RE: STRUCTURAL DRAWINGS
3" RIGID INSULATION
UNDER CONC. SLAB @
BASEMENT
15" CONC. WALL
RE:STRUCTURAL
LEDGER 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" 8"
MIRAPLY-H SELF ADHERING
BLINDSIDE WATERPROOF
MEMBRANE OR 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
4" RIGID INSULATION MIN. R-20
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
1 1/2" 3 1/2"
6" 10 MIL VAPOR BARRIER EXTEND
UP PAST T.O. CONC. SLAB 6" MIN;
TAPE TO DRAINAGE MATT
3"
HOLD DRAINAGE MEDIUM DOWN 3"
FROM LEDGER. 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
INTERIOR
GRID
LINE
P.T. 2X PLATE
2' - 0"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
9"
3' - 5 1/4"
T.O. CONC. @ 8293' - 9 3/4"
RE: PLANS
SEE 4/A6.1 FOR TYP. STONE
VENEER WALL ASSEMBLY
1' - 3"
8"
1 1/2" MIN. HIGH DENSITY, 2.0 PCF CLOSED
CELL POLYURETHANE FOAM INSULATION;
INSTALL IN CONT. MANNER
EXTERIOR
2' - 0" 2' - 0" 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
DOWEL IN EXT. SLAB RE: STRUCT.
DETAIL PENETRATION IN WPM
THICKENED EDGE RE: STRUCT.
6" DIAMETER PERFORATED
PERIMETER DRAIN PIPE IN
GRAVEL BED PER SOILS
REPORT, SPEC, AND CIVIL
DRAWINGS
EXTERIOR
INTERIOR OF GARAGE
EXTERIOR
2X TRIM BOARD AT GARAGE DOOR
JAMB BEYOND
W.P. EPOXY LIQUID GRANITE FLOORING
OVER CONC. SLAB AND TURNS UP WALL
MIN. 6"
RE: SPEC
RE: STRUCT.
RE: STRUCT.
4" RIGID UNDER CONC. SLAB
5" HEATED CONC. SLAB SLOPE TO DRAIN
W.P. MEMBRANE CONT. FROM B.O.
FOOTING TO T.O. CONC.
SLOPE
CONC. FOUNDATION FOOTER RE: STRUCT.
TYP. FOUNDATION DRAINAGE SYSTEM
PER SOILS REPORT, SPEC & CIVIL
DRAWINGS
GRID
LINE
SLOPE GARAGE SLAB AT THRESHOLD
HEATED DRIVEWAY CONC. SLAB RE: STRUCT.
FLAGSTONE BORDER
MIRADRAIN DRAIN DRAINAGE MEDIUM.
MIRADRAIN IS CONT. @ WALL AND TOP OF
FOOTING
RE: SPEC
2" RIGID R-10 INSULATION PROVIDE
HIGH COMPRESSIVE STRENGTH RE:
SPEC.
0' - 1"
DOWEL SLABS TOGETHER RE: STRUCT.
GARAGE DOOR
PROVIDE GASKET AT B.O. GARAGE DOOR
3"
SEE 1/A6.1 FOR TYP. PATIO ASSEMBLY
7" 5"
10 MIL VAPOR BARRIER
COORDINATE ELEVATION OF DRAIN WITH
PERIMETER DRAIN SYSTEM @
FOUNDATION WALLS CHECK WITH
STRUCTURAL RE: DRAIN BELOW FOOTING
ELEVATION
GRID
LINE
EXTERIOR
SLOPE
INTERIOR OF GARAGE
EXTERIOR MIN. 6" RE: STRUCT. RE: STRUCT.
SEE 3/A6.1 FOR TYP. GARAGE SLAB AND
INT. WALL ASSEMBLY
RE: STRUCT.
RE: STRUCT.
RE: STRUCT.
0' - 5"
SLOPE
0' - 4" 0' - 3" 0' - 5"
SEE 3/A6.1 FOR TYP. GARAGE
FOUNDATION ASSEMBLY
STONE VENEER
ATTACHED PER IBC
1405.7
RE: ELEVATIONS
2 5/8" INSULATION PANEL CONSISTING
OF: 2" RIGID FOAM GLUED TO 5/8"
PLYWOOD TOP SHEET R-10 +/-.
SCREW TO WALL W/ MIN. 4 SCREWS IN
PATTERN SIMILAR TO NAIL PATTERN
REQ'D. FOR STRUCT. SHEATHING RE:
SPEC.
6" STONE VENEER OVER 3D
DRAINAGE MATERIAL OVER AIR &
WATER INFILTRATION BARRIER
CONT. @ WALL. LAP OVER
BITUTHANE FLASHING, CONC.
LEDGE, & MIRADRAIN DRAINAGE
MEDIUM @ FOUNDATION TYPICAL
RE:SPEC
3D DRAINAGE MATERIAL LAPPED
OVER BITUTHANE FLASHING @
BASE OF WALL
3 1/8" INSUL. PANEL W/ 2 1/2" OF FOAM
W/ 5/8" P.T. PLYWOOD OVER
FOUNDATION WATERPROOFING OVER
CONCRETE FOUNDATION & WITHIN 6"
OF GRADE TYP. RE:SPEC
SMART MEMBRANE VAPOR BARRIER TYP. RE: SPEC
SELF ADHERED BITUTHANE FLASHING LAPS
OVER CONC. FOUNDATION WALL BELOW
STONE LEDGE MIN. 6" & EXTENDS TO A MIN.
36" ABOVE GRADE TYP.
MIRA DRAIN DRAINAGE MEDIUM OVER 4" RIGID
INSULATION MIN. R-20. MIRA DRAIN IS CONT. @
HORIZONTAL JOGS TO ALLOW WALL TO DRAIN &
TOP OF FOOTING @ FOUNDATION PERIMETER
DRAIN OVER GRAVEL
RE: SPEC
5/8" TYPE X GWB @ GARAGE TYP.
GRID
LINE
EXTERIOR
INTERIOR OF GARAGE
EXTERIOR
SEE 3/A6.1 FOR TYP.
GARAGE SLAB AND INT.
WALL ASSEMBLY
RE: STRUCT.
RE: STRUCT.
RE: STRUCT.
0' - 5"
SLOPE
0' - 7"
SEE 3/A6.1 FOR TYP. GARAGE
FOUNDATION ASSEMBLY
SEE 4/A6.1 FOR WALL ASSEMBLY
INFORMATION
WATERPROOF MEMBRANE
CONT. UP WALL 36" MIN.
AND HORIZONTALLY 18" MIN.
OVER STRUCT. SLAB
SLOPE
SEE 1/A6.1 FOR TYP.
PATIO/DRIVEWAY ASSEMBLY
GRID
LINE
EXTERIOR
INTERIOR OF GARAGE
EXTERIOR
FINISHED WALL
BEYOND
RE: STRUCT.
RE: STRUCT.
0' - 4" 0' - 3" 0' - 5"
SLOPE
SEE 3/A6.1 FOR TYP.
PATIO / DRIVEWAY
SLAB ASSEMBLY
SLOPE
SEE 3/A6.1 FOR TYP. GARAGE
FOUNDATION ASSEMBLY
SEE 3/A6.1 FOR TYP.
GARAGE SLAB
ASSEMBLY
1" STEP
BED DOOR THRESHOLD IN (2) ROWS OF
CONT. BUTYL SEALANT
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"
2/3/2015 3:36:25 PM
A6.1
DETAILS
AG
HB
FLEEGER RESIDENCE
02/03/2015
2950 BOOTH CREEK DR, VAIL VILLAGE FILING
11, BLOCK 3, LOT 2
BUILDING PERMIT SET
1 1/2" = 1'-0"
1
FOUNDATION DETAIL @ DOOR
THRESHOLD @ ENTRY
1 1/2" = 1'-0"
2
FOUNDATION DETAIL @ LOWER LEVEL
PATIO
1 1/2" = 1'-0"
3
FOUNDATION DETAIL @ GARAGE DOOR
THRESHOLD
1 1/2" = 1'-0"
4
FOUNDATION DETAIL @ GARAGE AT
STONE VENEER
1 1/2" = 1'-0"
5
FOUNDATION DETAIL @ GARAGE AND
STONE VENEER@ DRIVE
1 1/2" = 1'-0"
6
FOUNDATION DETAIL @ GARAGE MAN
DOOR THRESHOLD
No. Revision Date
Revision
Description
07/31/15