HomeMy WebLinkAboutB15-0026_A6.6_1438367880.pdf4' X8' - (30) 5" FASTENERS/BD.
1/2" 1' - 11 1/2"
1'-4" @ 16" O.C. STUDS
2' - 0" @ 24" O.C. STUDS 2' - 0" 1' - 11 1/2" 1/2"
4" 8" 8" 8" 8" 8" 4"
PROVIDE BLOCKING AS NEEDED
5/8" PLYWOOD GLUED TO 2" OF FOAM RE:SPEC
INSTALL PER DIAGRAM & NOTES BELOW PER SPEC AND PER MANUFACTURERS REQUIREMENTS/RECOMMENDATIONS. AT STUDS 16" O.C PROVIDE @ ROWS OF 5 SCREWS @ 10" O.C VERTICALLY
SLOPE 1/8" : 1'-0"
SLOPE 1/8" : 1'-0"2 1/2"
SLOPE GRADE @ 10 % AWAY FROM BUILDING
PER SOILS ENGINEER RECOMMENDATIONS
T.O. CONC. WALL
RE: ELEVS AND SECTIONS
SEE DETAIL _/A6._ FOR TYPICAL STRUCTURAL
SLAB ASSEMBLY @ FRONT ENTRY NOTES
6" STONE VENEER
CONC. WALL
RE: STRUCTURAL DRAWINGS
GALVANIZED 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
CUT STONE CAP W/ SLOPED TOP TO SHED WATER
2 1/2" TALL X 5" WIDE CONC. BUILD UP
DOWEL STRUCTURAL CONC. SLAB INTO
CONC. WALL
RE: STRUCTURAL DRAWINGS
*SIM NOTE INDICATES CONDITION W/ NO
STRUCTURAL SLAB
GRID
LINE
3/4" PLY WOOD ATTACHED TO
STUDS THROUGH SHEATHING
SIM TO 1/A6.6
DRAINAGE MEDIUM AND AIR
FILTER FABRIC LAPS OVER
FLASHING
V-PUNCH FROM GUTTER CRIMP TOOL
BUTYL RUBBER SEALANT CAULK
SONNEBORN ELASTIC
ADHESIVE ONLY @ EDGE OF
PLYWOOD PANEL
COPPER PANEL WRAPS 3/4" PLYWOOD
PANEL SET IN BUTYL CAULK JOINT AND HELD
BY V-PUNCH AND SONNEBORN ADHESIVE
SLOPE GRADE @ 10 % AWAY FROM BUILDING
PER SOILS ENGINEER RECOMMENDATIONS
CONC. SLAB W/ THICKENED EDGE RE: STRUCTURAL
DRAWINGS
6" STONE VENEER
CONC. PIER FOUNDATION
RE: STRUCTURAL DRAWINGS
GALVANIZED STEEL ANGLE EXPANSION
BOLTED INTO CONCRETE WALL
RE: STRUCTURAL DRAWINGS RE: STRUCT.
RE: STRUCTURAL DRAWINGS
RE: STRUCT.
T.O. FOOTING
RE: STRUCTURAL DRAWINGS
SEE DETAIL 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
PT FRAMING
HSS 6X6 STEEL COLUMN COAT STEEL WITHIN
STONE WITH ASPHALTIC DAMPPROOFING
RE: STRUCT.
WRAP PT FRAMING W/ ICE AND
WATER SHIELD
GALVANIZED STEEL ANGLE LAG-BOLTED
INTO SOLID BLOCKING RE: STRUCT
1' - 6"
12"
1"
SLOPE PER PLANS
SEE 1/A6.1 FOR TYP. PATIO ASSEMBLY
3"
1" THICK NON-SHRINK GROUT BED
STEEL BEARING PLATE EXPANSION BOLTED INTO
T.O. CONC FOUNDATION RE: STRUCT.
1/2" EXPANSION JOINT
*SIM NOTE INDICATES LOW CONC. INSTEAD OF STONE PATIO.
6" STONE VENEER
T.O. FOOTING
RE: STRUCTURAL DRAWINGS
SEE DETAIL 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
PT FRAMING
HSS 6X6 STEEL COLUMN COAT STEEL WITHIN
STONE WITH ASPHALTIC DAMPPROOFING
RE: STRUCT.
WRAP PT FRAMING W/ ICE AND
WATER SHIELD
1' - 6"
12"
1"
3" CUT STONE CAP W/ TOP SLOPED TO
SHED WATER
1" THICK NON-SHRINK GROUT BED
STEEL BEARING PLATE EXPANSION BOLTED INTO
T.O. CONC FOUNDATION RE: STRUCT.
SLOPE 1/8" : 1'-0"
T.O. CONC. WALL
RE: ELEVS AND SECTIONS
STRUCTURAL CONC. SLAB RE: STRUCT
CONC. WALL
RE: STRUCTURAL DRAWINGS
3" TALL X 5" WIDE CONC. BUILD UP
DOWEL STRUCTURAL CONC. SLAB INTO
CONC. WALL
RE: STRUCTURAL DRAWINGS
SEE 1/A6.1 FOR TYP. PATIO ASSEMBLY 3"
RE: ELEVATIONS AND PLANS
LINE OF FRONT ENTRY PATIO BEYOND
3"
DRAINAGE MEDIUM CONTINUOUS UNDER B.O.
STONE VENEER SO WALL ASSEMBLY CAN
DRAIN. HOLD BACK 1" FROM FACE OF
VENEER SO NOT VISIBLE OR PROVIDE WEEPS
DRAINAGE MEDIUM CONTINUOUS UNDER B.O.
STONE VENEER SO WALL ASSEMBLY CAN
DRAIN. HOLD BACK 1" FROM FACE OF
VENEER SO NOT VISIBLE OR PROVIDE WEEPS
SLOPE GRADE @ 10 % AWAY FROM BUILDING
PER SOILS ENGINEER RECOMMENDATIONS
T.O. CONC. WALL
RE: ELEVS AND SECTIONS
SEE DETAIL _/A6._ FOR TYPICAL STRUCTURAL
SLAB ASSEMBLY @ FRONT ENTRY NOTES
6" STONE VENEER
CONC. WALL
RE: STRUCTURAL DRAWINGS
GALVANIZED STEEL ANGLE EXPANSION
BOLTED INTO CONCRETE WALL.
RE: STRUCTURAL DRAWINGS
RE: STRUCT.
RE: STRUCTURAL DRAWINGS
RE: STRUCT
T.O. FOOTING
RE: STRUCTURAL DRAWINGS
SEE DETAIL 1/A6.1 FOR TYPICAL
FOUNDATION NOTES
3" CUT STONE COUNTER TOP
2 1/2" TALL X 20 1/2" WIDE CONC. CURB FOR CABINETS
DOWEL STRUCTURAL CONC. SLAB INTO
CONC. WALL
RE: STRUCTURAL DRAWINGS
1' - 8 1/2"
EXTERIOR STAINLESS STEEL CABINETS
GRID
LINE
4' - 0" 2' - 0"
1' - 0 3/4"
11 1/4"
135.000°
3' - 6" 1' - 8"
4' - 11 1/4"
3' - 0 1/4"
8"
1' - 0"
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 8299'-6" AND DRAIN TO DAYLIGHT
T.O. CONC. @ 8293' - 2 3/4"
RE: PLANS
T.O. CONC. @ 8291' - 2 3/4"
RE: PLANS
SLOPE GRADE @ 10 % AWAY FROM BUILDING
PER SOILS ENGINEER RECOMMENDATIONS
T.O. CONC. WALL
RE: ELEVS AND SECTIONS
SEE DETAIL1/A6.1 FOR TYPICAL STRUCTURAL SLAB
ASSEMBLY @ FRONT ENTRY NOTES
6" STONE VENEER
CONC. 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
DOWEL STRUCTURAL CONC. SLAB INTO
CONC. WALL
RE: STRUCTURAL DRAWINGS
T.O. CONC. LEDGE
RE: ELEVS AND SECTIONS
STEEL COLUMN AND BASE PLATE RE: STRUCT.
RE: STRUCT.
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
As indicated
2/3/2015 3:36:39 PM
A6.6
DETAILS
AG
HB
FLEEGER RESIDENCE
02/03/2015
2950 BOOTH CREEK DR, VAIL VILLAGE FILING
11, BLOCK 3, LOT 2
BUILDING PERMIT SET
1 1/2" = 1'-0"
1
SCREW PATTERN @ EXT. NAIL BASE
INSULATION PANEL
1 1/2" = 1'-0"
2
FOUNDATION DETAIL @ LOW STONE
WALL
6" = 1'-0"
3
COPPER PANEL SIDING JOINT DETAIL
1 1/2" = 1'-0"
4
FOUNDATION DETAIL @ STONE PIERS
1 1/2" = 1'-0"
5
FOUNDATION DETAIL @ FRONT ENTRY
STONE PIERS
1 1/2" = 1'-0"
6
FOUNDATION DETAIL @ OUTDOOR BBQ
1 1/2" = 1'-0"
8
FOUNDATION DETAIL @ UNDERSLAB
SUMP PUMP
1 1/2" = 1'-0"
7 FOUNDATION DETAIL @ ENTRY
No. Revision Date
Revision
Description
07/31/15