HomeMy WebLinkAboutB17-0264_A6.1 Details_1501690200.pdf1' - 11 1/16"
TAPERED CUSHIONS BY
OWNER
COLORADO BUFF
CUT STONE BACK
AND BENCH
NEW STUCCO, TO MATCH HOUSE, OVER DRAINAGE
MEDIUM OVER AIR & WATER INFILTRATION
BARRIER @ OUTSIDE OF WALL
NEW P.T. WOOD FRAMING
FLAGSTONE CAP - SLOPED
10% MIN. TO SHED WATER
NEW P.T. 2x6 WALL
W/ P.T. PLYWOOD
WATERPROOF MEMBRANE WRAPS
UP BENCH AND OVER WALL
3D DRAINAGE MATERIAL CONT. @ WALL AND
BENCH. LAP OVER FLASHING @ BOTTOM
WALL SUCH THAT DRAINAGE MEDIUM CAN
DRAIN RE: COVER SHEET
EXISTING SUBFLOOR TO REMAIN;
V.I.F. REPLACE AS REQ'D
COPPER FLASHING EXTENDS UP
BEHIND W.P. MEMBRANE MIN. 4"
1"
WEEP SCREED
PROVIDE WEEP SCREED
@ B.O. STUCCO
COPPER FLASHING EXTENDS UP
BEHIND W.P. MEMBRANE MIN. 4"
SEE DETAIL 1/A6.2 FOR TYP. STONE DECK NOTES
3" STONE BENCH ASSEMBLY - APPROX. 1 1/2"
OF STONE SLAB OVER 1 1/2" OF GROUT W/
SNOWMELT TUBING. SLOPE SLAB AND ENTIRE
ASSEMBLY 1/8" PER FOOT.
SELF ADHERED FLASHING OVER W.P.
MEMBRANE AND COPPER FLASHING
3"
BITUTHANE @ T.O. WALL AND
2" DOWN THE SIDES
AIR & WATER INFILTRATION
BARRIER @ OUTER SIDES OF
WALL TO ALLOW BENCH
ASSEMBLY TO "BREATHE"
2' - 6"
1/8" : 12" SLOPE
W.P. DECK MEMBRANE TURNS UP
WALL 18"
W.P. MEMBRANE CONT. @ BENCH AND
WALLS AROUND BENCH AND OVER TOP OF
WALL.
CONTINUOUS MIRADRAIN
DRAINAGE MEDIUM
1/2" EXPANSION JOINT
HSS COLUMN WELDED TO TOP AND BOTTOM
STEEL PLATES. COVER ALL PORTIONS
BELOW T.O. STONE W/ DAMP PROOFING
RE: STRUCT.
6 1/2" X 6 1/2" STEEL BASE PLATE RE: STRUCT.
KNIFE PLATE W/ THRU-BOLTS RE: STRUCT.
EXISTING SUBFLOOR TO REMAIN;
V.I.F. REPLACE AS REQ'D
EXISTING PLATES
V.I.F.
TURN NEW W.P. MEMBRANE DOWN OVER
EXIST. FOUNDATION W.P. MEMBRANE
8X8 WOOD COLUMN RE: STRUCT.
6 1/2" X 6 1/2" STEEL BASE PLATE RE: STRUCT.
KNIFE PLATE W/ THRU-BOLTS RE: STRUCT.
HSS COLUMN WELDED TO TOP AND
BOTTOM STEEL PLATES. RE: STRUCT.
KNIFE PLATE W/ THRU-BOLTS RE: STRUCT.
6X14 JOISTS RE: STRUCT.
COPPER FLASHING
COPPER FLASHING
4X8 JOISTS
4X4 PURLINS
STEEL BASE PLATE ATTACHED TO
EXISTING SUBFLOOR/ PLATES
RE: STRUCT.
STEEL PLATE RE: STRUCT.
SEALANT JOINT BETWEEN STONE AND HSS COLUMN
SEE DETAIL 1/A6.2 FOR TYP. STONE DECK NOTES
1"
EXIST. CONC. WALL
V.I.F.
EXIST. P.T. PLATE
V.I.F.
NEW W.P. MEMBRANE OVER NEW
SLOPED SLEEPER SYSTEM - TURN
UP ALL SIDES OF HSS COLUMN
2" MIN.
HSS COLUMN WELDED TO TOP AND
BOTTOM STEEL PLATES. COVER ALL
PORTIONS BELOW T.O. STONE W/
DAMP PROOFING RE: STRUCT.
6 1/2" X 6 1/2" STEEL BASE PLATE RE: STRUCT.
KNIFE PLATE W/ THRU-BOLTS RE: STRUCT.
8X8 WOOD COLUMN RE: STRUCT.
CUSHIONS BY OWNER
FLAGSTONE BACK
COLORADO BUFF CUT STONE CAP -
SLOPED 10% MIN . TO SHED WATER
NEW P.T. 2x6 WALL W/ P.T. PLYWOOD
PROVIDE SEALANT JOINT BETWEEN
STONE AND HSS COLUMNS
WATERPROOF MEMBRANE WRAP UP HSS COLUMN
NEW STUCCO TO MATCH HOUSE
3D DRAINAGE MATERIAL OVER SELF-ADHERED AIR &
WATER INFILTRATION BARRIER CONT. @ WALL & LAP
OVER FLASHING @ BOTTOM WALL SUCH THAT
DRAINAGE MEDIUM CAN DRAIN RE: COVER SHEET
WEEP SCREED
1"
2x6 P.T. TOP PLATE BEYOND
NOTE: KNIFE PLATE IS SHOWN
DIAGRAMMATICALLY. RE: STRUCT FOR ACTUAL
KNIFE SIZES AND REQUIRED BOLT PATTERN
BITUTHANE LAYER @ T.O. WALL
WRAP A COPPER COLLAR FLASHING AROUND ALL SIDES
OF EXPOSED STEEL COLUMN TO SCREEN
DAMPPROOFING THAT WRAPS UP STEEL COLUMN.
VARIES W/ SLOPE OF CAP
2 1/2" MIN.
1' - 0" 1' - 0" 1' - 0"
1' - 0" 4' - 8" 1' - 0"
3' - 0"
6' - 8"
6
A6.1
6" 6"
LINE OF STONE VENEER BELOW
1/8" / 12" SLOPE
1/8" / 12" SLOPE
1/8" / 12" SLOPE 1' - 0"
LINE OF SCUPPER @ BASE OF
STONE VENEER TO ALLOW
WATER TO DRAIN OUT OF FIRE PIT
COLORADO BUFF SLAB
1 1/2"
1' - 4" LINEAR FIREPIT GAS INSERT - PROVIDE GAS
PER HPC 36" FIRE PIT FLAME APPLIANCE
NEW 1 1/2" COLORADO
BUFF CUT STONE CAP
1' - 0" 1' - 0" 1' - 0"
3' - 0"
6" CMU WALLS
6" CUT STONE VENEER
W.P. MEMBRANE CONTINUOUS UP FIRE PIT
WALLS AND WRAP OVER T.O. CMU WALLS
UNDER STONE CAP. DRAIN TO SCUPPER
PER PLAN
SLOPE RE: PLANS
3"
THICKENED TOPPING SLAB TO
ALIGN W/ T.O. STONE PATIO
2"
STL. ANGLE
SCUPPER TO ALLOW WATER
TO DRAIN OUT OF FIRE PIT
COORDINATE GAS LINE AND
WATERPROOFING
NOTCH 4X8 RAFTER AROUND B.O. EXIST. 6X12
NEW TRIM PIECE TO CONCEAL EXIST. 6X12
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
5/15/2017
8:40:46 AM
As indicated
PRECOURT
MILL
CREEK
328 MILL
CREEK
CIRCLE
VAIL CO 81657
A6.1
DETAILS
5-15-17
EW
HB
5-15-17
PERMIT SET
REVISION SCHEDULE
# DESCRIPTION DATE
1 1/2" = 1'-0"
4
BENCH DETAIL
1 1/2" = 1'-0" 1
COLUMN/ TRELLIS DETAIL
3" = 1'-0" 3
COLUMN DETAIL @ NEW WALL
1 1/2" = 1'-0" 5
FIREPIT FLOOR PLAN
1 1/2" = 1'-0" 6
FIREPIT SECTION
7
FIREPIT PERSPECTIVE
1 1/2" = 1'-0" 2
ROOF FASCIA DETAIL @ RAKE
08/02/17