HomeMy WebLinkAboutB16-0031_A6.8_1480363620.pdf5" 8 3/4" x 12" GLULAM RE:STRUCT.
DRAINAGE MEDIUM OVER PROTECTION BOARD
OVER W.P. MEMBRANE OVER 3/4" PLYWOOD
SLOPES AT 1/8" PER 1'-0" OVER 2X P.T. SLOPED
SLEEPERS OVER 1/2" PLY OVER 2X DECKING (FLAT)
4" STONE ASSEMBLY- APPROX
2" OF STONE OVER 1/2" OF
GROUT OVER 1 1/2" CONC. SLAB
5" L X 4" W X 1/2" T STEEL PLATE
PAINTED TO MATCH WINDOW COLOR
LAG BOLTED THROUGH TO END OF JOIST
PAINTED TO MATCH WINDOW COLOR TAPERED 3/8"
T STANCHIONS PER DIMENSIONS SHOWN EACH
STANCHION WELDED TO STEEL PLATE BELOW
PAINTED TO MATCH WINDOW COLOR 3/8" X 3/8"
SQUARE STEEL RODS WELDED TO TOP AND
BOTTOM STRAP @ 4" O.C.
PAINTED TO MATCH WINDOW COLOR 3 1/2" H X 1
1/2" W X 3/8" T STEEL WELDED TO TOP
STANCHIONS WITH TOP GRINDED TO 30 DEGREE
ANGLE AND BOTTOM NOTCHED OUT WITH A 3/8" X
1 3/4" SLOT TO ACCEPT STANCHION
CONT. PAINTED TO MATCH WINDOW COLOR 3" W X
1/2" THICK STEEL PLATE AT 30 DEGREES ANGLE
CENTERED AND WELDED TO PLATE BELOW
W.P. MEMBRANE ADHERES TO COPPER
FLASHING WHICH EXTENDS OVER EDGE WITH
A DRIP EDGE AS SHOWN
4 5/16"
4' - 0" 1/2 "
3 1/2"
30.0°
1' - 4 5/8" 1/2" 2' - 4 1/8"
1/2" 1/2"
3 5/8"
3 7/16" 3/8"
PAINTED TO MATCH WINDOW COLOR 1 1/2"
W X 3/8" T STEEL TOP STRAP
1 3/4"
1 3/4"
PAINTED TO MATCH WINDOW COLOR 1 1/2" W
X 3/8" T STEEL BOTTOM STRAP
CONT. 4 1/2" W X 1/4" THICK STEEL PLATE
PAINTED TO MATCH WINDOW COLOR
WELDED TO STANCHIONS
CUSTOM METAL GUTTER PER DIMS
SHOWN
3 1/4"
I-BEAM RE:STRUCT.
3 1/4" 2X T&G DECKING
3X3 TUBE STEEL COLUMN
WELDED TO STEEL BEAM
8" L X 8" W X 1/2" T STEEL PLATE
WELDS TO COLUMN ABOVE AND
KNIFE PLATE BELOW
KNIFE PLATE WITH THROUGH
BOLTS RE: STRUCT.
10 X10 TIMBER COLUMN
8"
3 1/2" 7"
2 1/2"
1 1/2"
3' - 1" 1/2" PLY RE: STRUCT.
4"
5"
4"
STEEL I-BEAM RE: STRUCT.
8 3/4" X 12" GLULAM RE:STRUCT.
4"WIDE X 5" TALL X 1/2" THICK STEEL PLATE
LAG BOLTED THROUGH TO END OF JOIST.
PAINTED TO MATCH WINDOW COLOR
PAINTED TO MATCH WINDOW COLOR TAPERED 3/8"
T STANCHIONS PER DIMENSIONS SHOWN EACH
STANCHION WELDED TO STEEL PLATE BELOW
PAINTED TO MATCH WINDOW COLOR
3/8" X 3/8" SQUARE STEEL RODS
WELDED TO TOP AND BOTTOM
STRAP @ 4" O.C.
PAINTED TO MATCH WINDOW COLOR 3 1/2" H X 1
1/2" X 3/8" T STEEL WELDED TO TOP
STANCHIONS WITH TOP GRINDED TO 30 DEGREE
ANGLE AND BOTTOM NOTCHED OUT WITH A 3/8"
X 1 3/4" SLOT TO ACCEPT STANCHION
CONT. PAINTED TO MATCH WINDOW
COLOR 3" W X 1/2" THICK STEEL PLATE AT
30 DEGREES ANGLE CENTERED AND
WELDED TO PLATE BELOW
PAINTED TO MATCH WINDOW COLOR
1 1/2" W X 3/8" T STEEL TOP STRAP
PAINTED TO MATCH WINDOW COLOR
1 1/2" W X 3/8" T STEEL BOTTOM STRAP
CONT. 4 1/2" W X 1/4" THICK STEEL PLATE
PAINTED TO MATCH WINDOW COLOR
WELDED TO STANCHIONS
3 5/8"
1 1/2"
3/8"
4' - 0"
3 7/16"
1/2" 2' - 4 1/8"
1/2" 4 1/8" 4 1/2" 3" 3' - 1"
CUSTOM METAL GUTTER BEYOND
1' - 4 5/8"
FINISHED FLOOR RE: PLANS
3/4" T&G PLYWOOD RE: STRUCT.
11 7/8" WOOD I-JOISTS @ 16" O.C. RE: STRUCT.
INSULATION RE: SPEC & COVER SHEET
FINISH RE: RCP
T.O. PLYWOOD
RE: SECTIONS / PLANS
INTERIOR
INTERIOR
EXTERIOR
RIM JOIST RE: STRUCT.
GRID
LINE
4" STONE ASSEMBLY.
SEE 1/A6.8
DRAINAGE BOARD SLOPES @ 1/8":1'-0"
W.P. MEMBRANE CONT. MIN. 1'-6"
UP WALL
3/4" PLY SLOPES @ 1/8":1'-0"
2X SLEEPER WITH TOP RIPPED @ 1/8":1'-0"
8 3/4" X 12" WOOD GLULAM RE: STRUCT
2X6 T&G DECKING
T.O. DECKING
RE: SECTIONS / PLANS
TYP. VERTICAL WOOD SIDING SEE 8/A6.6
3D DRAINAGE MEDIUM OVER ICE & WATER
SHIELD @ BOTTOM 3' OF WALL
STEEL ANGLE RE: STRUCTURAL
CONT. BUG SCREEN STAPLED TO
SOFFIT WRAPPED OVER AIR VENT
MATERIAL TO CREATE MIN 1/2" VENT
AT TOP OF THE WALL.
2X BLOCKING
2 1/4" 4"
3" SOLID BLOCKING
SIDING RE: ELEVATIONS FOR
TYPE AND LOCATION.
1/2" PLY RE: STRUCT.
LVL STRUCTURAL HEADER /
RIM JOIST OVER CONC. WALL
OPENING @ VENT RE: STRUCT
INTERIOR
GRID
LINE
BLOWN IN CELLULOSE FILL JOIST CAVITY
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
EXTERIOR 2 1/4"
T.O. PLYWOOD
RE: SECTIONS / PLANS
INTERIOR
FINISHED FLOOR RE: PLANS, SPEC &
INTERIORS
SEE 4/A6.6 FOR TYP. FLOOR/WALL
ASSEMBLY
RIM JOIST RE: STRUCT.
W.P. MEMBRANE CONT. MIN. 1'-6" UP WALLS AND
OVER P.T BLOCKING AND CONT. UNDER DOOR
SILL
COPPER FLASHING CONT. UNDER DOOR SILL W/
1" LEG CONT. OUT OVER STONE
DOOR RE: SCHED.
GRID
LINE
INTERIOR
11 7/8"
2 LAYERS OF P.T BLOCKING
SEE 1/A6.8 FOR TYP. DECK ASSEMBLY
EXTERIOR
4" 1' - 0"
2 1/4" W8X40 STL. BEAM. RE: STRUCT.
3 3/4"
8X12 APPLIED TIMBER BEAM.
11 1/4"
ALIGN B.O. OF TIMBER BEAMS
AND B.O. REMOVABLE TRIM. 9"
2' - 2 3/4" REMOVABLE TRIM FOR ACCESS TO
MOTORIZED SHADE
1/2" PLY RE: STRUCT.
3"
5 1/2"
4 3/4"
PAINTED TO MATCH WINDOW COLOR TAPERED 3/8"
T STANCHIONS PER DIMENSIONS SHOWN EACH
STANCHION WELDED TO STEEL PLATE BELOW
PAINTED TO MATCH WINDOW COLOR 3/8" X 3/8"
SQUARE STEEL RODS WELDED TO TOP AND
BOTTOM STRAP @ 4" O.C.
PAINTED TO MATCH WINDOW COLOR 3 1/2" H X 1
1/2" W X 3/8" T STEEL WELDED TO TOP
STANCHIONS WITH TOP GRINDED TO 30 DEGREE
ANGLE AND BOTTOM NOTCHED OUT WITH A 3/8" X
1 3/4" SLOT TO ACCEPT STANCHION
CONT. PAINTED TO MATCH WINDOW COLOR 3" W X
1/2" THICK STEEL PLATE AT 30 DEGREES ANGLE
CENTERED AND WELDED TO PLATE BELOW
PAINTED TO MATCH WINDOW COLOR 1 1/2"
W X 3/8" T STEEL TOP STRAP
PAINTED TO MATCH WINDOW COLOR 1 1/2" W
X 3/8" T STEEL BOTTOM STRAP
FROM T.O. LANDING
3' - 6"
1' - 6"
RE: STRUCT.
1' - 6"
NON-SHRINK GROUT BED
STEEL PLATE BEDDED IN GROUT BED AND
WELDED TO VERTICAL STANCHION RE:
SPEC.
3" STONE CUT CAP
6" 6" 6" 1' - 1 7/8" MAX
SLOPE
1"
1"
T.O. PLYWOOD
RE: SECTIONS / PLANS
INTERIOR
FINISHED FLOOR RE: PLANS, SPEC &
INTERIORS
SEE 4/A6.6 FOR TYP. FLOOR/WALL
ASSEMBLY
W.P. MEMBRANE CONT. MIN. 1'-6" UP WALLS AND
CONT. UNDER WINDOW SILL
COPPER FLASHING CONT. UNDER WINDOW SILL
W/ 1" LEG CONT. OUT OVER STONE
WINDOW RE: SCHED.
GRID
M
INTERIOR
11 7/8"
SEE 1/A6.8 FOR TYP. DECK ASSEMBLY
EXTERIOR
4"
1' - 0"
2 1/4"
W8X40 STL. BEAM. RE: STRUCT.
3 3/4"
8X12 APPLIED TIMBER BEAM.
11 1/4"
ALIGN B.O. REMOVABLE TRIM
WITH B.O. OF TIMBER BEAMS. 2' - 2 3/4"
(3) 11 7/8" LVL. RE: STRUCT.
8"
T.O. PLY
B.O. SILL
4" ABOVE
3"
4 3/4"
5 1/2"
1"
1 3/16"
T.O. PLYWOOD
RE: SECTIONS / PLANS
INTERIOR
FINISHED FLOOR RE: PLANS, SPEC &
INTERIORS
SEE 4/A6.6 FOR TYP. FLOOR/WALL
ASSEMBLY
RIM JOIST RE: STRUCT.
W.P. MEMBRANE CONT. MIN. 1'-6" UP WALLS AND
OVER P.T BLOCKING AND CONT. UNDER DOOR
SILL
COPPER FLASHING CONT. UNDER DOOR SILL W/
1" LEG CONT. OUT OVER STONE
DOOR RE: SCHED.
GRID
LINE
INTERIOR 11 7/8"
2 LAYERS OF P.T BLOCKING
SEE 1/A6.8 FOR TYP. DECK ASSEMBLY
EXTERIOR
1' - 0"
2 1/4" LVL STRUCTURAL HEADER.
RE: STRUCT.
3 3/4"
8X12 APPLIED TIMBER BEAM. 11 1/4"
ALIGN B.O. OF TIMBER BEAMS
AND B.O. REMOVABLE TRIM.
9"
2' - 2 3/4"
REMOVABLE TRIM FOR ACCESS TO
MOTORIZED SHADE
1/2" PLY RE: STRUCT.
3"
5 1/2"
4 3/4"
T.O. PLYWOOD
RE: SECTIONS / PLANS
INTERIOR
FINISHED FLOOR RE: PLANS, SPEC &
INTERIORS
SEE 4/A6.6 FOR TYP. FLOOR/WALL
ASSEMBLY
W.P. MEMBRANE CONT. MIN. 1'-6" UP WALLS AND
OVER P.T BLOCKING AND CONT. UNDER
WINDOW SILL
COPPER FLASHING CONT. UNDER WINDOW SILL W/
1" LEG CONT. OUT OVER STONE
WINDOW RE: SCHED.
GRID
LINE
INTERIOR
11 7/8"
2 LAYERS OF P.T BLOCKING
SEE 1/A6.8 FOR TYP. DECK ASSEMBLY
EXTERIOR 1' - 0"
2 1/4"
LVL STRUCTURAL HEADER.
RE: STRUCT.
3 3/4"
6X12 APPLIED TIMBER BEAM.
11 1/4"
ALIGN B.O. OF TIMBER BEAMS
AND B.O. REMOVABLE TRIM.
9"
2' - 2 3/4"
REMOVABLE TRIM FOR ACCESS TO
MOTORIZED SHADE
1/2" PLY RE: STRUCT.
T.O. PLY
B.O. OF SILL4" ABOVE
3" 4 3/4"
5"
5 1/2"
1"
Scale
Drawn by
Checked by
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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
10:37:43 AM
A6.8
DETAILS
CWF
HB
REIMERS
RESIDENCE
03/01/2016
3090
BOOTH
CREEK DR. VAIL, CO
CONSTRUCTION
DOCUMENTS
1 1/2" = 1'-0"
1
DECK & RAILING DETAIL - NORTH-SOUTH
SECTION
1 1/2" = 1'-0"
2
DECK & RAILING DETAIL - ELEVATION
1 1/2" = 1'-0" 3
DECK DETAIL @ WOOD SIDING
1 1/2" = 1'-0"
6
MECHANICAL VENT DETAIL W/ STONE
SLATS
1 1/2" = 1'-0"
7
STONE DECK @ BEDROOM #3
THRESHOLD
1 1/2" = 1'-0"
8
GUARDRAIL DETAIL @ EXT. CONC.
STAIRS
1 1/2" = 1'-0"
4
DECK DETAIL @ WINDOW SILL AND
WINDOW HEAD
1 1/2" = 1'-0"
9
STONE DECK @ BEDROOM #2
THRESHOLD
1 1/2" = 1'-0"
5
STONE DECK @ BEDROOM #2 WINDOW
-DETAIL UPDATED PER
STRUCTURAL COORDINATION
No. Revision Date
Revision
Description
1 APRIL 26, 2016 ASI #1
5 AUGUST 12,
2016
ASI #5
11/28/16