HomeMy WebLinkAbout2722 Cortina Lane - Sheet - A6-2 - FOUNDATION DETAILS.pdfPRESSURE TREATED PLATE
8" CONC. WALL
SLOPE
INTERIOR
INTERIOR
EXTERIOR
GRID
LINE
SLOPE GRADE @ 10% MIN.
AWAY FROM BUILDING PER
SOILS ENGINEER
STONE VENEER
ATTACHED PER IBC 1405.7
RE: ELEVATIONS
6" STONE VENEER OVER 3D DRAINAGE
MATERIAL OVER AIR & WATER INFILTRATION
BARRIER CONT. @ WALL. LAP OVER
BITUTHANE FLASHING, STEEL ANGLE, &
MIRADRAIN DRAINAGE MEDIUM @
FOUNDATION TYPICAL RE:SPEC
3D DRAINAGE MATERIAL LAPPED OVER
BITUTHANE FLASHING @ BASE OF WALL
RE: STRUCT.
1/2"
3 1/2"
RE: STRUCT.
CONT. STEEL ANGLE
RE: STRUCT.
SELF-ADHERED BITUTHANE OVER LAPS 6" MIN. AND
EXTENDS UP WALL 30" TYP
2X4 STUDS
FILL ENTIRE CAVITY WITH 4" OF INSULATION. RE: SPEC
WATERPROOF MEMBRANE CONT. FROM
B.O. FOOTING TO T.O. CONC. TYP.
RE: SPEC
P.T. SILL PLATE
SMART MEMBRANE VAPOR BARRIER TYP. RE: SPEC
2"
4' MIN.
FILL VOID BTW SHORING WALL AND FOUNDATION
WALL W/ GEOFOAM BLOCKS- SLOPE TOP @ 10%.
FILL GAPS BTW GEO FOAM AND SHORING WALL W/
GRAVEL AS REQ'D TO SUPPORT 2' OF SOIL ABOVE
FOAM/ SHORING WALL
RE: SPEC.
GEOTEXTILE FABRIC OVER GEOFOAM BLOCKS
CONTINUOUS OVER T.O. SHORING WALL-
SLOPE TOP @ 10%, MECH. FASTEN TO WALL @
HOUSE AND SHORING WALL
RE: SPEC
PROVIDE 2" VOID FORM BTW FOUNDATION WALL AND
GEOFOAM BLOCKS
RE: SPEC
T.O. PLYWOOD
RE: FLOOR PLANS
RE: STRUCT
GARAGE
2X P.T. LEDGER RE: STRUCT.
5/8" TYPE X GWB @ WALLS AND CEILING IN GARAGE
4" DIAMETER PERFORATED PERIMETER
DRAIN PIPE IN GRAVEL BED PER SOILS
REPORT, SPEC, AND CIVIL DRAWINGS
WRAP GRAVEL IN FILTER FABRIC PER SOILS ENGINEER
RECOMMENDATIONS-GRAVEL EXTENDS OVERTOP OF
FOOTING TO FACILITATE DRAINAGE TO PERIMETER DRAIN
OR PROVIDE MIRADRAIN DRAINAGE MEDIUM OVERTOP OF
FOOTING AND AT VERTICAL EDGE OF FOOTING
GRAVEL BED PER SOILS ENGINEER, STRUCT. & CIVIL
DRAWINGS
10 MIL VAPOR BARRIER TURN UP @ WALLS,
FASTEN AND SEAL TO WALL, SEAL ALL JOINTS &
PENETRATIONS TYP.
RE: SPEC
3" RIGID INSULATION MIN. R-15 UNDER SLAB
5" HEATED CONC. SLAB RE: STRUCT.
PERMANENT SHORING WALL PER SHORING
CONTRACTOR
SLOPE TO DRAIN
10'
1'
6" DIAMETER PERFORATED PERIMETER
DRAIN PIPE IN GRAVEL BED PER SOILS
REPORT, SPEC, AND SHORING DRAWINGS
2' - 0" MIN.
DRAINAGE MEDIUM BEHIND SHORING WALL IS CONTINUOUS
BELOW B.O. SHORING WALL AND TO 6" PERIMETER DRAIN
PROVIDE R-10 INSULATION/DRAINAGE MEDIUM PER
SPEC OVER FOUNDATION WATERPROOFING
CONTINUOUS FROM B.O. STEEL LEDGER TO B.O.
FOUNDATION WALL
SLOPE @ 10%
PROVIDE 2' MIN. OF SOIL OVER
TOP OF SHORING WALL AND
GEOFOAM
MIRADRAIN CONTINUOUS @ STEEL
ANGLE TO ALLOW 3D DRAINAGE MEDIUM
AT STONE TO DRAIN
FILL ENTIRE CAVITY WITH 4" OF INSULATION. RE: SPEC
4"
6"
PRESSURE TREATED PLATE
8" CONC. WALL
FINISHED FLOOR RE: PLANS AND
SPEC RE: PLANS AND SPEC.
T.O. PLYWOOD
RE: FLOOR PLANS
INTERIOR
GARAGE
GRID
LINE
BLOWN IN INSULATION FILL
JOIST CAVITY RE: SPEC
1/2"
2X4 STUDS
FILL ENTIRE CAVITY W/ BLOWN-IN
INSULATION RE: SPEC
T.O. PLYWOOD
RE: FLOOR PLANS
SEE DETAIL 1/A6.1 FOR TYPICAL
FOUNDATIONS NOTES
2X P.T. LEDGER RE: STRUCT.
3"
2 1/4"
5" CONC. SLAB W/ IN-FLOOR
RADIANT HEAT OVER 3" RIGID
INSULATION OVER 10 MIL VAPOR
BARRIER
3/4" STEP
INTERIOR
5/8" GWB SHEATHING
BLOWN-IN INSULATION
RE: SPEC
PRESSURE TREATED BOTTOM PLATE
TYPICAL BASE BOARD
RE: OWNER SPEC
T.O. CONC. SLAB @
PERIMETER
RE: FLOOR PLANS
VINYL BASE
SLOPE PER PLAN
8" CONC. WALL RE: STRUCT.
FOUNDATION WALL IS SET IN FROM
THE FACE OF STUD 1"
WOOD SIDING RE:
ELEVATION FOR TYPE
AND LOCATION
T.O. CONC. SLAB
RE: FLOOR PLANS
INTERIOR
GRID
LINE
SEE DETAIL 1/A6.1 FOR TYPICAL
FOUNDATIONS NOTES
2X P.T. FURRING STRIPS TO
ATTACH WOOD SIDING. IN-FILL W/
1 1/2" RIGID INSULATION 3/4" 8" STRUCTURAL CONC. SLAB W/
IN-FLOOR RADIANT HEAT OVER
3" RIGID INSULATION OVER VOID
FORM. ATTACH INSULATION TO
B.O. SLAB W/ WIRE TIES
EXTERIOR
5/8" GWB SHEATHING
BLOWN-IN INSULATION
RE: SPEC
PRESSURE TREATED BOTTOM PLATE
TYPICAL BASE BOARD
RE: OWNER SPEC
W.P. EPOXY LIQUID GRANITE
FLOORING OVER CONC. SLAB AND
TURNS UP WALLS MIN. 6"
EXTERIOR
TYPICAL WOOD SIDING TO STONE
VENEER TRANSITION. RE: DETAIL 4/A6.3
OFFSET
1"
EXTERIOR
INTERIOR OF GARAGE
EXTERIOR
2X TRIM BOARD AT GARAGE DOOR
JAMB BEYOND
RE: STRUCT.
RE: STRUCT.
R-15 RIGID INSULATION UNDER CONC. SLAB RE: SPEC
5" CONC. SLAB SLOPE TO DRAIN
RE: STRUCT AND FLOOR PLANS
SLOPE
GRID
LINE
SLOPE GARAGE SLAB AT THRESHOLD
SEE DETAIL 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
1"
GARAGE DOOR
PROVIDE GASKET AT B.O. GARAGE DOOR
4" ASPHALT
OVER 8" ROAD
BASE RE: SPEC
10 MIL VAPOR BARRIER
SLOPE
T.O. CONC. SLAB
RE: PLAN AND STRUCT.
INTERIOR
EXTERIOR
SLOPE GRADE @ 10%
MIN. AWAY FROM
BUILDING PER SOILS
ENGINEER
CONC. SLAB W/ IN-FLOOR
RADIANT HEAT SLOPED
PER PLANS. RE: STRUCT
SMART MEMBRANE VAPOR
BARRIER RE: SPEC
OUTSWING MASONITE
DOOR W/ APPLIED WOOD
SIDING RE: DOOR
SCHEDULE.
POUR SLAB AFTER
ELECTRIC CONDUIT IS
INSTALLED
ELECTRIC CLOSET
1/2" EXPANSION JOINT
T.O. CONC. WALL
RE: STRUCT.
5"
1/4"
SEE DETAIL 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
8"
8"
4"
(2) #4 HOLD 2" OFF
FROM EDGE OF CONC.
DAMP PROOFING RE: SPEC
SEE DETAIL 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
EXTERIOR
T.O. WALL
RE: STRUCT
SLOPE GRADE @ 10% AWAY
FROM BUILDING PER SOILS
ENGINEER
STUCCO EXT. WALL FINISH
RE: ELEVATIONS & SPEC
6X12 WD. DECK JOISTS RE:: STRUCT. &
SPEC
3X6 T&G DECKING
SLOPE
EXTERIOR
T.O. FOOTING
RE: STRUCT
PT LEDGER EXPANSION BOLTED INTO
CONC. WALL JOIST ATTACHED W/
SIMPSON CONCEALED JOIST HANGERS.
RE: STRUCT
T.O. DECKING
RE: SECTIONS / PLANS
6" STEP
P.T. PLATE EXPANSION BOLTED OR
EPOXY BOLTED INTO T.O. CONC.
WALL
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
8/18/2014 3:11:11 PM
1 1/2" = 1'-0"
2722 CORTINA LANE
VAIL RIDGE SUBDIVISION, BLOCK B,
LOT 13 , VAIL CO
A6.2
FOUNDATION
DETAILS
8-18-14
BKW
HB
8-18-14
BUILDING PERMIT
1 1/2" = 1'-0"
1
FOUNDATION DETAIL @ GRIDLINE A
1 1/2" = 1'-0"
3
FOUNDATION DETAIL @ GRIDLINE B
BEWTEEN THE GARAGE AND THE
HOUSE
1 1/2" = 1'-0"
5
FOUNDATION DETAIL @ GRIDLINE LINE
H, I, AND 8
1 1/2" = 1'-0"
2
FOUNDATION DETAIL @ GARAGE DOOR
THRESHOLD
1 1/2" = 1'-0"
4
FOUNDATION DETAIL @ ELECTRICAL
CLOSET
1 1/2" = 1'-0"
6
FOUNDATION DETAIL @ DECK CONC.
STEM WALL
REVISION SCHEDULE
# DESCRIPTION DATE
09/17/14