HomeMy WebLinkAboutB16-0031_A6.1_1478903189.pdfT.O. PLYWOOD
RE: PLANS
INTERIOR
INTERIOR
EXTERIOR
GRID
LINE
1' - 1"
1 1/2"
3"
T.O. CONC.
8301' - 5 1/2"
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
4" CONC. SLAB W/ IN-FLOOR
RADIANT HEAT
RE: STRUCTURAL DRAWINGS
1" RIGID INSULATION
UNDER CONC. SLAB
RE: SPEC AND COVER
SHEET
13" CONC. WALL
RE: STRUCTURAL
JOIST HANGER RE: STRUCT.
PRESSURE TREATED PLATE
5/8" EXT. GWB SHEATHING NON
PAPER FACED MOISTURE
RESISTANT @ BASEMENT WALLS
TYP. RE: SPEC.
HOT LIQUID APPLIED W.P.
MEMBRANE CONT. FROM
B.O. FOOTING TO T.O. CONC.
WALL. RE: SPEC
CONC. MAT SLAB RE: STRUCT.
SLOPED TOPPING SLAB TO
INTERIOR SUMP PUMP.
RE: A3.0 FOUNDATION PLAN
GRAVEL
PREPRUFE 300R
SYSTEM RE: SPEC
AMERICAN HYDROTECH 6125FR,
215 MIL, FABRIC REINFORCED,
HOT FLUID APPLIED
WATERPROOFING SYSTEM
12" NEOPRENE FLASHING
BITUTHENE 4000 STRIP. BURN OFF TOP
SHEET OF THE BITUTHENE COVERING
THE VERTICAL PREPRUFE TO ALLOW THE
HOT LIQUID APPLIED W.P. TO PROPERLY
ADHERE. RE: SPEC.
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. RE: SPEC AND COVER
SHEET.
MIRA DRAIN DRAINAGE MEDIUM OVER 2"
RIGID INSULATION MIN. R-10. RE: SPEC
3"-4" THICK CONC. RAT SLAB
T.O. CONC. @
RE: PLANS
2ND LAYER OF AMERICAN HYDROTECH
6125FR, 215 MIL, FABRIC REINFORCED
HOT LIQUID APPLIED WATERPROOFING
OVER TERMINATION BAR
10 MIL VAPOR BARRIER EXTEND
UP PAST T.O. CONC. SLAB 6" MIN;
TAPE TO DRAINAGE MAT
HOLD DRAINAGE MEDIUM DOWN 3"
FROM LEDGER. SEAL TOP WITH
SPRAY FOAM INSULATION
INJECTO TUBE GROUTABLE
HOSE WATERSTOP SYSTEM.
RE: SPEC.
CONTINUE MIN R20 SPRAY FOAM
INSULATON ON FOUNDATION WALL
ABOVE CEILING
AIR AND WATER FILTRATION LAPS
OVER BITUTHANE FLASHING 6" MIN.
AND METAL FLASHING AND
CONTINUOUS UP WALL. RE: SPEC
7" 6"
1/2"
BORING #1 FREE WATER ON 6/10/15
8299' 9 5/8"
BORING #2 FREE WATER ON 6/23/15
8302'
6 1/2"
1' - 7 7/8" SLOPE
8 1/4"
B.O. PERIMETER DRAIN @ HIGHEST
POINT
8302' - 1 3/4"
1 3/4"
10"
1' - 6"
3' - 5 1/4"
2"
BITUTHENE LIQUID
MEMBRANE TERMINATION
PREPRUFE 300R SYSTEM SELF
ADHERING BLINDSIDE WATERPROOF
MEMBRANE RE: SPEC.
1 1/2" X 1/4" STAINLESS STL.
TERMINATION BAR SECURED TO
FOUNDATION W/ TAPCON COATED
HARDENED STEEL SCREWS. @ 8" O.C.
PROVIDE (2) LAYERS OF 1/8" ASPHALTIC
PROTECTION BOARD W/ STAGGARD
JOINTS AT TOP AND SIDE OF THE MAT
SLAB. RE: SPEC..
(2) LAYERS OF PROTECTION BOARD ON
SURFACE OF BRICKLEDGE
2' - 2 3/8"
6" DIAMETER PERFORATED
PERIMETER DRAIN PIPE IN
GRAVEL BED PER SOILS
REPORT, SPEC, AND CIVIL
DRAWINGS
4' TYPICAL
4"
UNCURED NEOPRENE BEDDED AND
COVERED IN AH6125FR
2 1/2"
6" MAX. 4" MIN. 1" 4"
1' - 0"
FILTER FABRIC RE: SPEC.
2" RIGID INSULATION @ SLAB PERIMETER.
RE: SPEC AND COVER SHEET
TYPICAL BASE BOARD. PROVIDE
BLOCKING AS REQ'D.
RE: ARCHITECTURAL FINISH SCHEDULE.
3 1/2" BLOWN IN INSULATION.
RE: SPEC AND COVER SHEET
2" SPRAY FOAM IN INSULATION.
RE: SPEC AND COVER SHEET
STONE VENEER ATTACH PER IBC
1405.7. RE: ELEVATIONS
SELF-ADHERED BITUTHANE
FLASHING LAPS OVER T.O. CONC.
FOUNDATION WALL MIN. 6" AND UP
WALL 30".
3D DRAINAGE MEDIUM CONT. BEHIND STONE
VENEER AND OVER CONC. LEDGE. PROVIDE
WEEPS @ CONC. LEDGE TO ALLOW STONE
TO DRAIN. RE: SPEC.
SELF-ADHERED BITUTHANE FLASHING LAPS
OVER CONC. FOUNDATION WALL BELOW
LEDGE 6" MIN. AND UP WALL WITH
REMAINDER OF 36" ROLL.
5 1/4"
8 1/4"
T.O. PLYWOOD
RE: PLANS
INTERIOR
INTERIOR EXTERIOR
GRID
LINE
1' - 0"
4' TYPICAL 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"
7"
SLOPE
RE: STRUCT.
3/4"
10" 5"
MIRADRAIN CONTINUOUS UNDER
P.T. PLATE
THICKENED CONC. SLAB RE: STRUCT.
1' - 0"
6" MAX
VAPOR BARRIER TERMINATES @ T.O. CONC. WALL
SMART AIR BARRIER INSIDE OF WALL TYPICAL. RE: SPEC.
AIR AND WATER INFILTRATION BARRIER. RE: SPEC.
FOUNDATION W.P. MEMBRANE RE: SPEC AND 1/A6.1
8 1/4" MAX
GRID
LINE
INTERIOR OF GARAGE
EXTERIOR
RE: STRUCT.
RE: STRUCT.
RE: STRUCT.
0' - 5"
SLOPE
0' - 8"
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.
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
7 1/2" 1/2" 5"
5 1/2"
*SIM NOTE INDICATES CONC.
WALKWAY W/O 3" STONE
PATH ASSEMBLY.
W.P. EPOXY LIQUID GRANITE FLOORING
OVER CONC. SLAB AND TURNS UP WALL
MIN. 6"
SLOPE 1/8" : 1'-0"
SLOPE 1/8" : 1'-0" 3"
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.
3 7/16"
CUT 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 1"
Scale
Drawn by
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Edwards, Colorado 81632-2378
(970) 926 4301, Fax: 926 4364
hans@berglundarchitects.com
www . berglundarchitects.com
Issue Date
REVISION
As indicated
3/2/2016
5:12:23 PM
A6.1
FOUNDATION
DETAILS
CWF
HB
REIMERS
RESIDENCE
03/01/2016
3090
BOOTH
CREEK DR. VAIL, CO
CONSTRUCTION
DOCUMENTS
3" = 1'-0"
1
FOUNDATION DETAIL @ STONE VENEER
@ GRADE
1 1/2" = 1'-0" 3
FOUNDATION DETAIL @ STAIR
1 1/2" = 1'-0"
2
FOUNDATION DETAIL @ GARAGE AND
STONE VENEER @ DRIVE
1 1/2" = 1'-0"
4
FOUNDATION DETAIL @ LOW STONE
WALL
No. Revision Date
Revision
Description
04/11/16