HomeMy WebLinkAboutDRB140551_A6-1_1423001760.pdfRE: STRUCT.
RE: STRUCT.
RE: STRUCT.
5 1/2"
STONE VENEER OVER 3D DRAINAGE MATERIAL OVER AIR
AND WATER INFILTRATION BARRIER CONT. @ WALL. LAP
OVER BITUTHANE FLASHING, CONC. LEDGE, & MIRADRAIN
DRAINAGE MEDIUM @ FOUNDATION. DRAINAGE MEDIUM
CONT. UNDER B.O. STONE OR PROVIDE WEEP SO THAT
DRAINAGE MEDIUM CAN DRAIN AT BO WALL.
5" CONC. SLAB ON GRADE WITH IN FLOOR RADIANT
HEAT
2" CONT. RIGID FOAM INSULATION PANEL UNDER SLAB
W/ 2" VERTICAL PIECE OF EDGE AT SLAB W/ BEVEL
CUT TOP AS SHOWN
CONCRETE FOUNDATION WALL
RE: STRUCTURAL DRAWINGS
CONCRETE FOUNDATION FOOTER
RE: STRUCTURAL DRAWINGS
4" GRAVEL BED UNDER CONCRETE SLAB PER
SOILS ENGINEER RECOMMENDATIONS/STRUCT.
INSULATION RE:
SPEC
MIRA DRAIN DRAINAGE MEDIUM OVER R-10 42"
RIGID FOAM INSULATION DRAINAGE PANEL OVER
WATERPROOF MEMBRANE RE: SPEC. ALTERNATE
INSULATION/ DRAINAGE MEDIUM MAY BE
PROPOSED PER SPEC.
INTERIOR
EXTERIOR
1/2" EXPANSION JOINT WITH BEVEL CUT
TOP OF 2" FOAM @ SLAB EDGE. PROVIDE
SEALANT JOINT BTW SLAB AND CONC. WALL
TO PREVENT RADON GAS INFILTRATION
GRID
LINE
4" DIA. RIGID PERFORATED PIPE SURROUNDED
BY FILTER FABRIC AND A MIN. OF 4 INCHES OF
DRAIN GRAVEL SLOPED 1% MIN. TO DAYLIGHT
PER SOILS REPORT. RE SOILS REPORT FOR
ADDITIONAL FOUNDATION & PERIMETER DRAIN
REQUIREMENTS & SPEC
W.P. MEMBRANE CONT. FROM
B.O. FOOTING TO T.O. CONC.
10 MIL VAPOR BARRIER TURNS UP WALL MECH FASTEN
AND SEAL TO WALL. SEAL ALL JOINTS AND
PENETRATIONS TYP.
SMART MEMBRANE VAPOR BARRIER RE:
SPEC
TYPICAL FOUNDATION NOTES:
CONCRETE SLAB
RE: STRUCT.
W.P. MEMBRANE CONT. OUT HORIZONTALLY
3'-0"-CONTINUE MEMBRANE UNDER DOOR
SILLS AND UP WALLS
3"
2" RIGID INSULATION @ PATIOS
3" ASSEMBLY CONSISTING OF APPROX. 1 1/2"
THICK STONE OVER APPROX. 1 1/2" MORTAR BED
OVER REINFORCED CONC. SLAB PER STRUCT.
3/4" FINISH FLOOR
RE: FLOOR PLANS AND SPEC
BASE BOARD TYPICAL
T.O. SLAB
RE: FLOOR PLANS
7 1/4"
1"
2 1/2"
SLOPE RE: PLANS
INTERIOR
GRID
LINE
T.O. SLAB
RE: FLOOR PLANS
5 1/2" 2 1/2"
BASE BOARD TYPICAL RE: INT.
SEALANTJOINT B/W EDGE OF SLAB & WALL
TO PREVENT RADON GAS INFILTRATION
RE: RADON GAS MITIGATION NOTES
PROVIDE 2" RIGID INSULATION
HELD DOWN 1/2" @ EDGE OF
SLAB W/ BEVEL CUT AS SHOWN
P.T BOTTOM PLATE
EXTERIOR
RE: STRUCT
RE: STRUCT
SEE DETAIL 1/A6.1 FOR TYP.
FOUNDATION NOTES
MIRADRAIN CONTINUOUS @ T.O.
CONC. LEDGE TO ALLOW STONE
VENEER DRAINAGE MEDIUM TO
DRAIN
T.O. CONC. WALL
RE: STRUCT
1/2" FURRING FOR BASE ATTACHMENT
1 1/2" 2# CLOSED CELL SPARY
FOAM INSULATION BETWEEN 2X
FURRING
2X P.T. FURRING HELD 1/2" OFF OF
CONC. FOUNDATION WALL
PRESSURE TREATED PLATE
SLOPE
T.O. PLYWOOD
RE: FLOOR PLANS
INTERIOR
EXTERIOR
GRID
LINE
SLOPE GRADE @ 5%
MIN. AWAY FROM
BUILDING PER SOILS
ENGINEER
SEE 1/A6.1 FOR TYP. STONE VENEER
WALL ASSEMBLY INFORMATION
FILL JOIST CAVITY W/
BLOWN-IN INSULATION
RE: SPEC
ICE AND WATER SHIELD LAPS OVER
CONC. FOUNDATION STONE LEDGE
AND DOWN 6" MIN. AND CONTINUE
REMAINDER OF 36" ROLL UP WALL.
SEE 1/A6.1 FOR TYP. FOUNDATION ASSEMBLY
2"
RE: STRUCT.
RE: STRUCT.
RE: STRUCT.
FINISHED 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"
RIM JOIST RE: STRUCT.
MIRADRAIN WHICH LAPS OVER
WATER &AIR INFILTRATION BARRIER
LAPS OVER ICE AND WATER SHIELD
FLASHING.
SEE DETAIL 1/A6.1 FOR TYP.
FOUNDATION NOTES
STL. ANGLE RE: STRUCT. COAT W/
DAMP PROOFING TYP.
1 1/2" 2# CLOSED CELL SPARY
FOAM INSULATION BETWEEN 2X
FURRING
2X P.T. FURRING HELD 1/2" OFF OF
CONC. FOUNDATION WALL
MIRADRAIN CONTINUOUS @ STL
ANGLE LEDGE TO ALLOW STONE
VENEER TO DRAIN
SLOPE RE: PLANS
5 1/2" 2 1/2"
RE: STRUCT.
RE: STRUCT.
T.O. SLAB
RE: FLOOR PLANS
CONC. SLAB ON GRADE RE: STRUCT.
WITH IN FLOOR RADIANT HEAT
3/4" FINISH FLOOR
RE: FLOOR PLANS AND SPEC
2" CONT. RIGID FOAM INSULATION
PANEL WITH BEVEL CUT @ EDGE
DOOR SILL SET IN BED OF SEALANT
OVER COPPER FLASHING
INTERIOR
EXTERIOR
CONC. PATIO SLAB STEPPED
DOWN FROM INT. SLAB RE:
STRUCT.
GRID
LINE
1"
NOTE: SEE 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
TYP. STONE PATIO ASSEMBLY
W.P. MEMBRANE CONT. OUT HORIZONTALLY
3'-0"-CONTINUE MEMBRANE UNDER DOOR
SILLS AND UP WALLS
T.O. WALL
RE: STRUCT.
INTERIOR
GRID
LINE
T.O. SLAB
RE: FLOOR PLANS
5 1/2" 2 1/2"
CONCRETE SLAB W/ IN FLOOR RADIANT
HEAT RE: STRUCT.
10 MIL VAPOR BARRIER TURNS UP WALL MECH
FASTEN AND SEAL TO WALL. SEAL ALL JOINTS
AND PENETRATIONS TYP.
SEALANTJOINT B/W EDGE OF SLAB & WALL
TO PREVENT RADON GAS INFILTRATION
RE: RADON GAS MITIGATION NOTES
PROVIDE 2" RIGID INSULATION
HELD DOWN 1/2" @ EDGE OF
SLAB W/ BEVEL CUT AS SHOWN
P.T PLATE
EXTERIOR
WINDOW SET IN BED OF SEALANT
OVER W.P. MEMBRANE 2 1/2"
SLOPE RE: PLANS
1"
PROVIDE 2" RIGID INSULATION @ PATIOS
CONC. SLAB DOWELED INTO
FOUNDATION WALL
RE: STRUCT.
COPPER FLASHING RE: SPEC
TURN UP WALL AND UNDER WINDOW SILL
WOOD SIDING RE:
ELEVATIONS & SPEC
SLOPE PER PLANS
INTERIOR
GRID
LINE
T.O. SLAB
RE: FLOOR PLANS
5 1/2" 2 1/2"
CONCRETE SLAB W/ IN FLOOR RADIANT
HEAT RE: STRUCT.
10 MIL VAPOR BARRIER TURNS UP WALL MECH
FASTEN AND SEAL TO WALL. SEAL ALL JOINTS
AND PENETRATIONS TYP.
SEALANTJOINT B/W EDGE OF SLAB & WALL
TO PREVENT RADON GAS INFILTRATION
RE: RADON GAS MITIGATION NOTES
PROVIDE 2" RIGID INSULATION
HELD DOWN 1/2" @ EDGE OF
SLAB W/ BEVEL CUT AS SHOWN
P.T PLATE
EXTERIOR
WINDOW SET IN BED OF SEALANT
OVER W.P. MEMBRANE
2" STONE SILL SLOPED TO
DRAIN @ 10% MIN.
2 1/2"
MIN 6"
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
Scale
Date
Drawn by
Checked by
Issue Date
11/24/2014 12:07:52 PM
1 1/2" = 1'-0"
1226 WEST HAVEN CIRCLE
GLEN LYON SUB, LOT 38, BLK 0418
VAIL, CO
A6.1
FOUNDATION
DETAILS
11-24-14
BKW
HB
11-24-14
TOV FINAL DRB
REVISION SCHEDULE
# DESCRIPTION DATE
1 1/2" = 1'-0"
1
FOUNDATION DETAIL @ LOWER LEVEL
PATIO
1 1/2" = 1'-0"
2
FOUNDATION DETAIL @ LOWER LEVEL
@ GRADE ABOVE FINISHED FLOOR
1 1/2" = 1'-0"
3
FOUNDATION DETAIL @ JOIST BEARING
ON FOUNDATION WALL
1 1/2" = 1'-0"
4
FOUNDATION DETAIL @ LOWER LEVEL
PATIO DOOR
1 1/2" = 1'-0"
5
FOUNDATION DETAIL @ FULL HEIGHT
WINDOWS @ PATIO
1 1/2" = 1'-0"
6
FOUNDATION DETAIL @ FULL HEIGHT
WINDOWS
DRB
APPROVED
2/3/2015 12:00:00 AM