HomeMy WebLinkAboutB16-0031_A6.4_1480363246.pdfINTERIOR
GRID
LINE
P.T. 2X PLATE
13" CONC. WALL
RE:STRUCTURAL
5/8" EXT. GWB SHEATHING
NON PAPER FACED
MOISTURE RESISTANT @
BASEMENT WALLS TYP.
HOT APPLIED W.P.
MEMBRANE CONT. OVER
T.O. CONC. WALL
SEE 1/A6.1 FOR
TYP. FOUNDATION
ASSEMBLY
MIRA DRAIN DRAINAGE
MEDIUM RE: SPEC
WINDOW RE:
WINDOW SCHEDULE
1 1/2" MIN. HIGH DENSITY,
2.0 PCF CLOSED CELL
POLYURETHANE FOAM
INSULATION; INSTALL IN
CONT. MANNER
EXTERIOR
SLOPE 1%
T.O. CONC. @ 8302' - 1 1/4"
RE: PLANS
4" CONC. SLAB RE: STRUCT.
SEE 1/A6.1 FOR
TYPICAL W.P.
FOUNDATION
ASSEMBLY
DETAIL PENETRATION IN WPM
SLOPE
RE: STRUCT.
1' - 10 3/4" 8"
1"
1' - 6" 7 1/2" 5 1/2"
6" MAX 4" MIN.
10" 5"
1' - 0"
RE: STRUCT.
1' - 1"
7 1/2" 5 1/2"
6" STORM DRAIN HARDPIPED
TO DAYLIGHT
6" PERIMETEER DRAIN
1' - 9"
10X10 RECTANGULAR SURFACE DRAIN TO BE
PIPED OUT AND DAYLIGHTED. DISCHARGE DRAIN
AT SAME LOCATION AS PERIMETER DRAIN AT
S.W. CORDNER OF PROPERTY.
3"
1" 1"
SECONDARY DRAIN IN TOPPING SLAB
4"
6"
B.O. PERIMETER DRAIN @ HIGHEST
POINT
8302' - 1 3/4"
4' TYPICAL
GRID
11
5 1/2"
SLOPE
ABOVE T.O.
INT.
CONC.
8 1/4" MAX
1/2"
RE: STRUCT.
PROVIDE AMERICAN HYDROTECH
CONTINUOUS AROUND 6" PVC PIPE
PENETRATION
W.P. MEMBRANE CONTINUOUS
IN 6" STORM DRAIN
4" STROM DRAIN FROM SURFACE
DRAIN TO BE SLEEVED INTO 6"
DRAIN PIPE @ WALL
PENETRATION. PROVIDE W.P.
MEMBRANE COLLAR AROUND 6"
DRAIN PIPE
SLOPE 1% 1' - 10 3/4"
INTERIOR
GRID
LINE
THICKENED SLAB
RE: STRUCT.
5/8" GYP. BOARD
SEE 1/A6.1 FOR TYP. FOUNDATION ASSEMBLY
AND WATER PROOFING
INSULATION RE: COVER SHEET
WET STORAGE
SLOPE 1%
T.O. CONC. @ 8302' - 2 1/4"
RE: PLANS
STRUCT. SLAB RE: STRUCT.
SLOPE
RE: STRUCT.
1' - 10 3/4" 1"
1' - 6"
6" MAX 4" MIN.
10" 5"
2' - 1"
3"
1"
8"
TOPPING DRAIN RE:
FOUNDATION PLAN
SURFACE DRAIN RE: PLAN
4' - 9" 1' - 3"
1' - 0 3/4"
11 1/4"
1
35.000°
3' - 6"
4' - 11 1/4"
3' - 0 1/4"
6"
MANHOLE COVER
THICKENED CONC. EDGE AROUND SUMP PIT
PERFORATED WALLS OF
BASIN TO ALLOW WATER TO
FLOW INTO BASIN FROM
UNDERSLAB GRAVEL
SUMP PUMP BASIN
WRAP BASIN IN FILTER FABRIC
FILL VOID BETWEEN BASIN
AND CONC. WITH GRAVEL
SEE 1 / A6.1 FOR TYP.
FOUNDATION ASSEMBLY
SUMP PUMPS RE: MECH; PLACE
ON RACK TO LIFT OUT AND
ALLOW MAINTAINENCE. SUMP
PUMPS ARE TO BE EQUIPPED
WITH A POWER BACK UP
(BATTERY OR GENERATOR)
SUMP PUMPS TO DISCHARGE AT
_____________ AND DRAIN TO DAYLIGHT
T.O. CONC. @ 8301' - 5 1/2"
RE: PLANS
T.O. CONC. @ 8300' - 2 1/2"
RE: PLANS
6"
2 1/2"
8"
10"
6"
RE: STRUCT.
1' - 1"
6"
6" CONCRETE WITH
SCUPPERS TO RETAIN
GRAVEL AND ALLOW
DRAINAGE.
T.O. PLYWOOD
RE: PLANS
INTERIOR
INTERIOR
EXTERIOR
GRID
LINE
3"
T.O. CONC.
RE: PLANS
T.O. CONC.
RE: PLANS
SEE 1 / A6.1 FOR TYPICAL
W.P. FOUNDATION
ASSEMBLY
SLOPE
TRIM BRD. BEYOND
TRIM @ WINDOW
METAL FLASHING BEHIND W.P.
MEMBRANE AND PFSM PANEL
EXTENDS OVER STONE CAP.
3 5/8"
5/8" PLYWD. OVER FRAMING
P.T. 2X6 RIPPED TO FIT FOR
SUPPORT WINDOW
RE: STRUCT.
4' TYPICAL RE: STRUCT.
LVL STRUCTURAL HEADER
/ RIM JOIST OVER CONC.
WALL OPENING @ VENT
RE: STRUCT
RE: STRUCT.
7 1/2" 5 1/2"
2 1/2"
SLOPE
10" 6" MAX 5" 4" MIN.
3" FINISHED FLOOR
ASSEMBLY. RE: PLANS
8 1/4" MAX
CUT STONE CAP
SLOPED TO DRAIN
FLOOR STRUCTURE.
RE: STRUCT. AND
SECTIONS.
MECHANICAL
CHASE
1' - 2"
1' - 0" MIN.
CLR. TYP. STONE VENEER
WALL ASSEMBLY. SEE
1/A6.1
PFSM CLAD PANEL
RE: SPEC. AND
ELEVATIONS
6"
T.O. PLY
B.O. SILL4 3/4" ABOVE
STUFF IN INSULATION
MECHANICAL VENT
THROUGH CONC. WALL
RE: MECH AND STRUCT.
STONE SLATS IN FRONT
TO HIDE THE METAL
LOUVER - SLOPE TOPS TO
SHED WATER
T.O. CONC.
RE: PLANS
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"
9/16/2016
10:37:30 AM
A6.4
FOUNDATION
DETAILS
CWF
HB
REIMERS
RESIDENCE
03/01/2016
3090
BOOTH
CREEK DR. VAIL, CO
CONSTRUCTION
DOCUMENTS
1 1/2" = 1'-0"
1
FOUNDATION DETAIL @ MAT SLAB
TRANSITION
1 1/2" = 1'-0"
3
FOUNDATION DETAIL @ MAT SLAB
TRANSITION @ WET STORAGE
1 1/2" = 1'-0"
2
FOUNDATION DETAIL @ UNDERSLAB
SUMP PUMP
1 1/2" = 1'-0"
4
FOUNDATION DETAIL @ MECHANICAL
CHASE @ MASTER BED
- DETAILS UPDATED PER
STRUCTURAL COORDINATION
No. Revision Date
Revision
Description
1 APRIL 26, 2016 ASI #1
5 AUGUST 12,
2016
ASI #5
11/28/16