HomeMy WebLinkAboutB14-0429_A2.1_1461015960.pdfR1
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EL = 100'-0" (8,246'-0") DATUM
T.O. PLYWOOD
EL = 88'-0" (8,234'-0")
T.O. CONC. S.O.G.
EL = 112'-0" (8,258'-0")
T.O. PLYWOOD
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12'-0" 12'-0"2'-0" 1'-10"7'-0"
4'-10"
2'-0" 1'-10"7'-0"
4'-10"
9'-0"2'-6"13°8'-0"8'-0"8'-114 " 9'-114"8'-0" 8'-714 "4'-0"2'-0"K6
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10"
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13°
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13°13°5'-978 "3'-0" 7
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7'-234"7'-314"7
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K27 9'-0" 10'-0" 9'-0" 10'-0"9'-0"3'-6"EXISTING GRADE
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13°
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3'-0"13°
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10"
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EXTERIOR WALL ASSEMBLIES:
5" Colorado buff sandstone veneer with masonry ties at 24" o/c
vertical and 16" o/c horizontal over Tyvek commercial wrap on 1
2"
OSB sheathing on 2 x 6 stud wall at 16" o/c re: structural engineer,
with R-23 blown-in blanket insulation between studs. Provide 6 mil.
poly vapor barrier at interior face of wall with 5
8" GWB.
5" Colorado buff sandstone veneer on concrete ledge min. 6"
below grade with masonry ties at 24" o/c vertically and 16" o/c
horizontally over Dissco 540 Mastic water proofing over concrete
foundation wall re: structural engineer. Provide drainage board with
filter fabric below concrete ledge. Tie drainage board to perimeter
drain tile with washed gravel and filter fabric. Drain tile to daylight.
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" reclaimed oak or chestnut T & G variable width vertical siding on
Tyvek commercial wrap on 1
2" OSB sheathing on 2 x 6 stud wall at 16"
o/c re: structural engineer with R-23 blow-in blanket insulation
between studs with 6 mil. poly vapor barrier at interior face of wall
with 5
8" GWB.
ROOF ASSEMBLY:
16 oz. cold-rolled double-locking standing seam copper roof with
18" panels over slip sheet over high temperature self-adhering sheet
underlayment on 5
8" CDX plywood sheathing over roof rafters re:
structural engineer. Provide fully-sealed standing seams at 3:12 roof
pitches (seal with rubber or synthetic sealer). Insulation to be 5"
spray close-cell foam with 9" fiberglass batt insulation for an R-63
assembly.
16 oz. cold-rolled double-locking standing seam copper roof with
18" panels over slip sheet over high temperature self-adhering
underlayment on 5
8" CDX plywood sheathing over 2 x 8 roof rafters
over 2 x 6 T & G deck over 4 x 10 exposed rafters re: structural
engineer.
DECK / PATIO ASSEMBLIES:
1" sandstone pavers on 2" setting bed with imbedded snowmelt
over protection board over EPDM roof membrane on 2 x 6 T & G
cedar deck on exposed joists re: structural engineer. Slope deck
minimum of 1
8" per foot to exterior.
1" sandstone pavers on 2" setting bed with imbedded snowmelt on
4" concrete slab on grade.
1" sandstone pavers sand set with imbedded snowmelt.
KEYNOTE MATERIALS:
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KEYNOTE MATERIALS:
2x10 rough-sawn cedar head trim; 1" diameter wood plugs to
conceal fasteners and exposed copper head flashing.
2x6 rough-sawn cedar jamb trim.
2x6 rough-sawn cedar sill trim with sawn kerf drip; 1" diameter wood
plugs to conceal fasteners.
3x6 rough-sawn cedar fascia trim on 2x8 rough-sawn fascia trim.
3x4 rough-sawn cedar rafter tail (non-structural); 24" o/c.
2x10 rough-sawn cedar corner boards.
3x12 rough-sawn cedar belly board w/exposed copper cap
flashing.
4" sandstone cap with snapped edge and exposed copper sill
flashing.
4" corbeled sandstone chimney cap.
1x4 V-groove S4S, tongue and groove Cedar Soffit.
3x4 S4S Cedar Guardrail with tapered top edge.
10 x 10 Douglas Fir column with flush bucket steel base plate re:
structural engineer
12 x 12 Douglas Fir column with flush bucket steel base plate re:
structural engineer.
8 x 18 exposed Douglas Fir beam with tapered end.
20 oz. copper chimney assembly: see detail.
8" x 10" x (window length + 12") sandstone header with copper
flashing.
8 x 8 Douglas Fir haunch to dimensions indicated.
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" x 3
4" powder coated steel baluster
8 x Douglas Fir truss to dimensions indicated re: structural engineer.
2 x 8 rough-sawn cedar corner board.
6" colorado buff sandstones (arch)
6" colorado buff sandstones (flat arch)
2" flat sandstone veneer
4" x 8" x window length sandstone sill with copper flashing.
4" sandstone slab with copper flashing ; setting bed and
self-adhering waterproof membrane over 5
8" CDX plywood.
12 " starfire tempered glass panel
1-1/2" x 2" dk. bronze powder coated steel
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S C O T T S. T U R N I P S E E D, A I Aarchitecture construction interior design1143 Capitol Street, Suite 211, P.O. Box 3388Eagle, Colorado 81631p 970.328.3900 & f 970.328.3901issue: date: 1183 CABIN CIRCLE1183 CABIN CIRCLE L O T 1, BLOCK 1, FILING 1 TOWN OF VAIL, COLORADO Revision - 3 08.03.2015 Revision - 4 03.17.2016 Permit set 10.20.2014 Revision - 1 12.02.2014 Revision - 2 07.20.2015 ELEVATIONS
A2.1
2/A2.1 RIGHT ELEVATION
SCALE: 3/16" = 1'-0"
1/A2.1 FRONT ELEVATION
SCALE: 3/16" = 1'-0"
Deck rails will be consistent throughout project.
DRB
APPROVED
4/4/2016 12:00:00
AM
04/18/16