HomeMy WebLinkAboutDRB150486_A6-1_1446737340.pdfT.O. PLYWOOD
RE: PLANS
INTERIOR
INTERIOR
EXTERIOR
GRID
LINE
1' - 1"
1 1/2"
2 1/4"
RE: STRUCT
T.O. CONC.
8300' - 11"
T.O. CONC.
RE: PLANS
6" MIN.
6" MIN.
SLOPE
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"
BLOWN IN INSULATION FILL JOIST CAVITY
RE: SPEC.
P.T. 2X PLATE
5" CONC. SLAB W/ IN-FLOOR
RADIANT HEAT
RE: STRUCTURAL DRAWINGS
2" RIGID INSULATION UNDER
CONC. SLAB
RE: SPEC AND COVER SHEET
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 TO DAYLIGHT PER
SOILS REPORT, SPEC, AND AND
SITE PLAN
CONC. MAT SLAB RE: STRUCT.
SLOPED TOPPING SLAB TO INTERIOR
SUMP PUMP
GRAVEL
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. @
RE: PLANS
WATERPROOF MEMBRANE RE: SPEC. FOR
PREPRUFE 300R SYSTEM
10 MIL VAPOR BARRIER EXTEND UP PAST
T.O. CONC. SLAB 6" MIN; TAPE TO DRAINAGE
MATT
HOLD DRAINAGE MEDIUM DOWN 3" FROM
LEDGER. SEAL TOP WITH SPRAY FOAM
INSULATION
INJECTO TUBE GROUTABLE HOSE
WATERSTOP SYSTEM
CONTINUE SPRAY FOAM INSULATON ON
FOUNDATION WALL ABOVE CEILING
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.
7" 6"
1/2"
RE: STRUCT
BORING #1 FREE WATER ON 6/10/15
8299.8'
BORING #2 FREE WATER ON 6/10/15
8301.9' 11 13/16"
1' - 0 1/2" SLOPE
T.O. PLYWOOD
RE: PLANS
INTERIOR
INTERIOR
EXTERIOR
GRID
LINE
1' - 0"
RE: STRUCT.
SEE 1 / A6.1 FOR TYPICAL W.P.
FOUNDATION ASSEMBLY
T.O. CONC.
RE: PLANS
T.O. CONC.
RE: PLANS
7 1/2"
P.T. 2X PLATE
SEE 1/ A6.1 FOR TYP. STONE
VENEER WALL ASSEMBLY
MIRA DRAIN DRAINAGE MEDIUM OVER 2" RIGID
INSULATION MIN. R-10. MIRA DRAIN IS CONT. @
HORIZONTAL JOGS TO ALLOW WALL TO DRAIN
TO FOUNDATION PERIMETER DRAIN OVER
GRAVEL
RE: SPEC
BITHUTHANE ON TOP OF P.T. PLYWOOD EXTENDS
MIN. 18" ABOVE FINISHED GRADE AND 12" BELOW
LOWEST HORIZONTAL JOG IN CONC. WALL
LINE OF FINISHED FLOOR BEYOND
3 1/2" 1 1/2"
6" MIN.
10 1/2" 1 1/2" 1' - 0 3/4"
T.O. CONC @
RE: PLANS
T.O. CONC. LEDGE @
RE: PLANS
1/2" 3 1/2"
5"
5"
7"
SLOPE
RE: STRUCT.
3/4"
*NO FOUNDATION WALL INSULATION AT WINE
ROOM
T.O. PLYWOOD
RE: PLANS
INTERIOR
INTERIOR EXTERIOR
GRID
LINE
1 1/2"
2 1/4"
4" 3 1/2" 5 1/2"
T.O. CONC.
RE: PLANS
T.O. CONC.
RE: PLANS
SEE 1 / A6.1 FOR TYPICAL
W.P. FOUNDATION
ASSEMBLY
SLOPE PER PLANS
SEE 2/A6.1 FOR TYP. PATIO
ASSEMBLY
TRIM BRD. BEYOND
WINDOW SET IN A BED OF
SEALANT
STONE VENEER BEYOND
TRIM @ WINDOW
WD. JAMB BEYOND
CUT NAILING FLANGE @
WINDOW SILL TO ALLOW
FLASHING UNDER SILL
3 1/8"
5/8" PLYWD. OVER FRAMING
P.T. 2X6 RIPPED TO FIT FOR
SUPPORT WINDOW
RE: STRUCT. RE: STRUCT.
JOIST HANGER RE: STRUCT.
1' - 1"
7" 6"
1"
SLOPE
GRID
LINE
INTERIOR OF GARAGE
EXTERIOR
RE: STRUCT.
RE: STRUCT.
RE: STRUCT.
0' - 5"
SLOPE
0' - 7"
STRUCTURAL SLAB W/
CONCRETE BUILD-UP @ STONE
VENEER
FOR TYP. STONE VENEER WALL
ASSEMBLY SEE 1/A6.1
WATERPROOF MEMBRANE
CONT. UP WALL 18" MIN.
AND HORIZONTALLY 18"
MIN. OVER STRUCT. SLAB
SLOPE
PROVIDE WEEPS UNDER
STONE
3D DRAINAGE MEDIUM
CONTINUOUS OVER T.O.
CONC. TO ALLOW STONE
ASSEMBLY TO DRAIN
4 5/8" 3"
3" STONE PATIO ASSEMBLY - APPROX. 1
1/2" TO 2" OF STONE OVER 1" TO 1 1/2"
GROUT W/ RADIANT SNOWMELT
HEATING TUBES IN THE GROUT OVER
CONC. SLAB. SECURE TUBING TO CONC
SLAB W/ CLIPS RAMSET TO CONCRETE
CONCRETE FOUNDATION FOOTER
RE: STRUCTURAL DRAWINGS
4" GRAVEL BED UNDER CONCRETE SLAB PER
SOILS ENGINEER RECOMMENDATIONS/STRUCT.
MIRA DRAIN DRAINAGE MEDIUM OVER R10 2"
RIGID FOAM INSULATION PANEL OVER
WATERPROOF MEMBRANE RE: SPEC.
ALTERNATE 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. FOOTING TO T.O. CONC.
W.P. EPOXY LIQUID GRANITE
FLOORING OVER CONC. SLAB AND
TURNS UP WALLS MIN. 6"
1/2" EXPANSION JOINT.
PROVIDE SEALANT JOINT @
TOP TO PREVENT RADON
GAS INFILTRATION
5" CONC. SLAB W/ IN-FLOOR RADIANT
HEAT SLOPE TO DRAIN
RE: STRUCT AND FLOOR PLANS
10 MIL VAPOR BARRIER TURN UP AND
MECHANICALLY FASTEN TO CONC.
WALL
1/2" P.T. PLYWOOD RAMSET TO
CONCRETE
6 1/2" 1/2" 5"
GRID
LINE
INTERIOR OF GARAGE
EXTERIOR
FINISHED WALL
BEYOND
RE: STRUCT.
RE: STRUCT.
0' - 4" 0' - 3" 0' - 5"
SLOPE
SEE 2/A6.1 FOR TYP.
PATIO / DRIVEWAY
SLAB ASSEMBLY
SLOPE
SEE 2/A6.1 FOR TYP. GARAGE
FOUNDATION ASSEMBLY
SEE 2/A6.1 FOR TYP.
GARAGE SLAB
ASSEMBLY
1" STEP
BED DOOR THRESHOLD IN (2) ROWS OF
CONT. BUTYL SEALANT
7" 5"
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.
2" 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 2/A6.2 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
SLOPE 1/8" : 1'-0"
SLOPE 1/8" : 1'-0"2 1/2"
1' - 10"
SLOPE GRADE @ 10 % AWAY FROM BUILDING
PER SOILS ENGINEER RECOMMENDATIONS
T.O. STONE CAP
RE: ELEVS AND SECTIONS
SEE DETAIL _ / A_. _ FOR TYPICAL STRUCTURAL
SLAB ASSEMBLY @ FRONT ENTRY NOTES
6" STONE VENEER
CONC. WALL
RE: STRUCTURAL DRAWINGS
STEEL ANGLE EXPANSION BOLTED INTO
CONCRETE WALL
RE: STRUCTURAL DRAWINGS
RE: STRUCT.
RE: STRUCTURAL DRAWINGS
RE: STRUCT
RE: STRUCTURAL
DRAWINGS
T.O. FOOTING
RE: STRUCTURAL DRAWINGS
SEE DETAIL 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
3" CUT STONE CAP SLOPED TO SHED WATER
10X10 DOUG FIR COLUMN NOTCHED FOR KNIFE
PLATE ATTACHED W/ THRU-BOLTS W/ EXPOSED
GALVANIZED WASHERS AND BOLTS. RE:
STRUCT.
8" X 8" STEEL CAP PLATE RE: STRUCT.
HSS 3X3 STEEL COLUMN COAT STEEL WITHIN
STONE WITH ASPHALTIC DAMPPROOFING
RE: STRUCT. PAINT VISIBLE PORTION OF COLUMN PER SPEC.
BRG. PLATE ATTACHED TO WALL
WITH EXPANSION BOLTS RE:
STRUCT.
6"
RUBBLE STONE CAP W/ SLOPED TOP TO SHED WATER
PROVIDE SEALANT JOINT BTW STONE AND STEAL
2 1/2" TALL X 5" WIDE CONC. BUILD UP
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
11:44:04 AM
A6.1
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 @ STONE VENEER
@ GRADE
1 1/2" = 1'-0" 3
FOUNDATION DETAIL @ STAIR
1 1/2" = 1'-0"
5
FOUNDATION DETAIL @ WINDOW @
PATIO
1 1/2" = 1'-0"
2
FOUNDATION DETAIL @ GARAGE AND
STONE VENEER @ DRIVE
1 1/2" = 1'-0"
4
FOUNDATION DETAIL @ GARAGE MAN
DOOR THRESHOLD
1 1/2" = 1'-0"
6
FOUNDATION DETAIL @ GARAGE DOOR
THRESHOLD
1 1/2" = 1'-0"
7
FOUNDATION DETAIL @ LOW STONE
WALL
DRB
APPROVED
11/4/2015
12:00:00 AM