HomeMy WebLinkAbout2722 Cortina Lane - Sheet - A6-1 - FOUNDATIONS DETAILS.pdfRIGID INSULATION UNDER CONC.
SLAB RE: SPEC
PRESSURE TREATED WOOD LEDGER
PRESSURE TREATED PLATE
FURRED 2X4 WALL SET 1/2" OFF CONC. WALL
ENTIRE CAVITY FILLED WITH INSULATION RE: SPEC
CONC. WALL RE: STRUCT.
W.P. MEMBRANE CONT. FROM B.O. FOOTING TO
T.O. CONC.
RE: SOILS ENGINEER
FINISHED FLOOR RE:
PLANS
5/8" GWB
GRAVEL BED PER SOILS ENGINEER
SLOPE
T.O. CONRETE SLAB
RE: FLOOR PLANS
T.O. PLYWOOD
RE: FLOOR PLANS
INTERIOR
INTERIOR
EXTERIOR
RE: STRUCT RE: STRUCT.
STEEL LEDGER RE: STRUCT .
GRID
LINE
SLOPE GRADE @ 10% AWAY
FROM BUILDING FOR MIN. 10'
PER SOILS ENGINEER
STONE VENEER
RE:A6.1 AND
ELEVATIONS
MIN. R-10 RIGID INSULATION/DRAINAGE
BOARD RE: SPEC
NO VAPOR BARRIER @ LOWER
LEVEL/SUBGRADE WALLS
2" RIGID INSULATION @ EDGE OF
CONC. SLAB RE: SPEC
RECLAIMED SIDING RE: SPEC
RE: DETAILS ON A6.3 & ELEVATIONS FOR
WALL ASSEMBLY & TRANSITION HEIGHT
3D DRAINAGE MATERIAL CONT.
BEHIND SIDING AND STONE VENEER
FLASHING EXTENDS UP
BEHIND AIR INFILTRATION
BARRIER MIN. 4", AND EXTENDS
OUT OVER STONE MIN. 3"
APPROX. 2" THICK RUBBLE STONE CAP
WITH TOP SLOPED MIN 10%. EXTENDS
BEYOND APPROX. 1" FROM FACE OF STONE
NOTE: SEE 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
SLOPE 1/8" : 1'-0"
MIN 6"
RE: STRUCT.
RE: STRUCT.
RE: STRUCT.
INTERIOR
GRID
LINE
T.O. SLAB
RE: FLOOR PLANS
5"
FINISH FLOOR
RE: FLOOR PLANS AND SPEC
STEEL LEDGER RE: STRUCT.
COAT W/ DAMPPROOFING TYP.
LAP ICE & WATER SHIELD MIN. 6" OVER CONC.
FDTN. & EXTEND UP WALL TO MIN. 30" ABOVE
T.O. CONC.
STONE VENEER ATTACHED PER IRC R703.7 OVER
3D DRAINAGE MATERIAL OVER AIR AND WATER
INFILTRATION BARRIER CONT. @ WALL. LAP
OVER 30" HIGH ICE & WATER SHIELD WHICH IS
CONT. @ BTM WALL. MIRADRAIN DRAINAGE
MEDIUM CONT. UNDER B.O. STONE @
CONCRETE LEDGE (OR STEEL ANGLE WHERE
APPLICABLE) OR PROVIDE WEEP SO THAT
DRAINAGE MEDIUM CAN DRAIN AT BO WALL.
CONCRETE SLAB W/ IN FLOOR RADIANT
HEAT RE: STRUCT.
3" RIGID FOAM INSULATION CONTINUOUS UNDER
SLAB RE: SPEC
CONCRETE FOUNDATION WALL
RE: STRUCTURAL DRAWINGS
CONCRETE FOUNDATION PIER
RE: STRUCTURAL DRAWINGS
MIRA DRAIN DRAINAGE MEDIUM OVER MIN. R-10
RIGID FOAM INSULATION PANEL RE: SPEC OVER
WATERPROOF MEMBRANE. ALTERNATE MIN R-10
COMBINATION INSULATION / DRAINAGE MEDIUM
MAY BE PROPOSED PER SPEC.
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.
WALL TO T.O. CONC. WALL
10 MIL VAPOR BARRIER TURNS UP WALL MECH
FASTEN AND SEAL TO WALL. SEAL ALL JOINTS
AND PENETRATIONS TYP.
TYPICAL FOUNDATION NOTES:
4" MIN. DRAIN GRAVEL BASE RE: SOILS
ENGINEER RECOMMENDATIONS/STRUCT.
MIRA DRAIN DRAINAGE MEDIUM OVER
WATERPROOF MEMBRANE RE: SPEC
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 GRADE OR PATIO
SLOPE GRADE @ 10% MIN.
SLOPE PATIO PER PLAN AND SITEPLAN
EXTERIOR
SLOPE 10% MIN. FOR 10'
RE: STRUCT.
RE: STRUCT.RE:STRUCT
STONE VENEER OVER 3D DRAINAGE MATERIAL OVER AIR AND WATER
INFILTRATION BARRIER CONT. @ WALL. LAP OVER 30" HIGH ICE &
WATER SHIELD WHICH IS CONT. @ BTM WALL. DRAINAGE MEDIUM
CONT. UNDER B.O. STONE OR PROVIDE WEEP SO THAT DRAINAGE
MEDIUM CAN DRAIN AT B.O WALL.
CONC. SLAB ON GRADE
RE: STRUCT
INSULATION RE: SPEC
INTERIOR
EXTERIOR
1/2" EXPANSION JOINT @ EDGE OF SLAB
WITH BEVEL CUT TOP OF 2" FOAM @ SLAB
EDGE
CONC. LEDGE RE: STRUCT.
GRID
LINE
10 MIL VAPOR BARRIER TURNS UP WALL.
MECHANICALLY FASTEN AND SEAL TO WALL.
SEAL ALL JOINTS AND PENETRATIONS TYP.
SMART MEMBRANE VAPOR BARRIER
RE: SPEC
MIRA DRAIN DRAINAGE MEDIUM OVER
WATERPROOF MEMBRANE RE: SPEC
PROVIDE MIRADRAIN CONT. @ BOTTOM OF
STONE AND/OR WEEPS @ B.O STONE SO
STONE ASEMBLY CAN DRAIN
T.O. LEDGE @ 6" MIN. BELOW
GRADE
RE: ELEV.
EXTERIOR GRADE OR PATIO
SLOPE GRADE @ 10% MIN.
SLOPE PATIO PER PLAN OR SITEPLAN
RE: STRUCT.
1/2" PLYWOOD SHEATHING ON 2X
EXTERIOR WALL FRAMING RE: SPEC
P.T BOTTOM PLATE
LAP ICE & WATER SHIELD MIN. 6" OVER
CONC. FDTN. & EXTEND UP TO MIN. 30"
T.O. SLAB
RE: FLOOR PLANS
NOTE: SEE 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
2X FLAT FRAME FURRING W/ 1/2"
AIRSPACE BTW CONCRETE WALL.
PROVIDE P.T. BOTTOM PLATE
PROVIDE
MIN. R-10 INSULATION/DRAINAGE
BOARD WHERE SLAB IS 12" OR MORE
BELOW GRADE
1/4"
10"
WATERPROOF MEMBRANE CONTINUOUS
FROM B.O. FOOTING UP WALL AND OVER
JOG IN CONCRETE TO T.O. CONC. WALL
CONC. SLAB W/ IN-FLOOR RADIANT HEAT
RE: STRUCTURAL DRAWINGS
RIGID INSULATION UNDER CONC.
SLAB RE: SPEC
PRESSURE TREATED WOOD LEDGER
JOIST HANGER
FURRED 2X4 WALL SET 1/2" OFF CONC. WALL
ENTIRE CAVITY FILLED WITH INSULATION RE: SPEC
CONC. WALL RE: STRUCT.
W.P. MEMBRANE CONT. FROM B.O.
FOOTING OVER T.O. CONC WALL
RE: SOILS ENGINEER
FINISHED FLOOR RE:
PLANS
5/8" GWB
GRAVEL BED PER SOILS ENGINEER
T.O. CONRETE SLAB
RE: FLOOR PLANS
T.O. PLYWOOD
RE: FLOOR PLANS
INTERIOR
INTERIOR EXTERIOR
RE: STRUCT
RE: STRUCT.
GRID
LINE
PRESSURE TREATED PLATE
2" RIGID INSULATION MIN. R-10 RE: SPEC
NO VAPOR BARRIER @ LOWER
LEVEL/SUBGRADE WALLS
SLOPE 1/8" : 1'-0"
STRUCTURAL PATIO SLAB STEPPED
DOWN FROM INT. SLAB RE: STRUCT. 1"
DOOR SILL SET IN BED OF SEALANT
OVER FLASHING SET IN BED OF
SEALANT OVER W.P. MEMBRANE
CONTINUOUS @ T.O. CONCRETE FROM
WALL BELOW
NOTE: SEE 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
2" RIGID INSULATION HELD DOWN
1/2" @ EDGE OF CONC. SLAB
SEE 2/A6.1 FOR TYP. STONE
PATIO ASSEMBLY
1 1/2"
2 1/2" 5 1/2"
CONC. SLAB W/ IN-FLOOR RADIANT HEAT
RE: STRUCTURAL DRAWINGS
RIGID INSULATION UNDER CONC.
SLAB RE: SPEC
PRESSURE TREATED WOOD LEDGER
JOIST HANGER
FURRED 2X4 WALL SET 1/2" OFF CONC. WALL
ENTIRE CAVITY FILLED WITH INSULATION RE: SPEC
CONC. WALL RE: STRUCT.
RE: SOILS ENGINEER
FINISHED FLOOR RE:
PLANS
5/8" GWB
T.O. CONRETE SLAB
RE: FLOOR PLANS
T.O. PLYWOOD
RE: FLOOR PLANS
INTERIOR
INTERIOR EXTERIOR
RE: STRUCT RE: STRUCT.
GRID
LINE
PRESSURE TREATED PLATE
MIN. R-10 RIGID INSULATION/ DRAINAGE
MEDIUM RE: SPEC
NO VAPOR BARRIER @ LOWER
LEVEL/SUBGRADE WALLS
PFSM CLAD PANEL
RE: ELEVATIONS & SPEC
PFSM FLASHING RE: SPEC
TURN UP WALL 6" MIN.
NOTE: SEE 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
8"
RE: STRUCT
1/2"
2 1/2"
5 1/2" 3 1/4"
3" STONE PATIO ASSEMBLY OVER
STRUCTURAL SLAB. RE: STRUCT. 1"
RIGID INSULATION UNDER CONC.
SLAB RE: SPEC
PRESSURE TREATED PLATE
FURRED 2X4 WALL SET 1/2" OFF CONC. WALL
ENTIRE CAVITY FILLED WITH INSULATION RE: SPEC
CONC. WALL RE: STRUCT.
W.P. MEMBRANE CONT. FROM B.O. FOOTING TO
T.O. CONC.
RE: SOILS ENGINEER
FINISHED FLOOR RE:
PLANS
5/8" GWB
GRAVEL BED PER SOILS ENGINEER
SLOPE
T.O. CONRETE SLAB
RE: FLOOR PLANS
T.O. PLYWOOD
RE: FLOOR PLANS
INTERIOR
INTERIOR
EXTERIOR
RE: STRUCT RE: STRUCT. STEEL LEDGER RE: STRUCT .
GRID
LINE
SLOPE GRADE @ 10% AWAY
FROM BUILDING FOR MIN. 10'
PER SOILS ENGINEER
STONE VENEER
RE:A6.1 AND
ELEVATIONS
MIN. R-10 RIGID INSULATION/DRAINAGE
BOARD RE: SPEC
NO VAPOR BARRIER @ LOWER
LEVEL/SUBGRADE WALLS
2" RIGID INSULATION @ EDGE OF
CONC. SLAB RE: SPEC
RECLAIMED SIDING RE: SPEC
RE: DETAILS ON A6.3 & ELEVATIONS FOR
WALL ASSEMBLY & TRANSITION HEIGHT
3D DRAINAGE MATERIAL CONT.
BEHIND SIDING AND STONE VENEER
FLASHING EXTENDS UP
BEHIND AIR INFILTRATION
BARRIER MIN. 4", AND EXTENDS
OUT OVER STONE MIN. 3"
APPROX. 2" THICK RUBBLE
STONE CAP WITH TOP SLOPED
MIN 10%. EXTENDS BEYOND
APPROX. 1"
NOTE: SEE 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
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 3:10:54 PM
1 1/2" = 1'-0"
2722 CORTINA LANE
VAIL RIDGE SUBDIVISION, BLOCK B,
LOT 13 , VAIL CO
A6.1
FOUNDATIONS
DETAILS
8-18-14
BKW
HB
8-18-14
BUILDING PERMIT
1 1/2" = 1'-0"
4
FOUNDATION DETAIL @ JOIST HANGING
FROM CONC. WALL
1 1/2" = 1'-0"
1
FOUNDATION DETAIL - TYPICAL
1 1/2" = 1'-0"
2
FOUNDATION DETAIL @ STAIR WELL
1 1/2" = 1'-0"
6
FOUNDATION DETAIL @ FRONT ENTRY
DOOR THRESHOLD
1 1/2" = 1'-0"
5
FOUNDATION DETAIL @ FRONT ENTRY
SIDELITE WINDOWS
1 1/2" = 1'-0"
3
FOUNDATION DETAIL @ JOIST BEARING
ON CONC. WALL
REVISION SCHEDULE
# DESCRIPTION DATE
09/17/14