HomeMy WebLinkAboutB17-0104_A1.1_1493223540.pdfPROPERTY LINE
PROPERTY LINE
NEW HEATED STAIR
WITH TEXTURED,
COLORED CONC
TOPPING. MATCH
EXISTING STAIR
FOOTPRINT
NEW METAL
RAILING, RE:
4/A1.2
NEW PAINTED METAL DRIP EDGE.
MATCH EXISTING
EXISTING PLANTER
BED
EXISTING
PLANTER
BED
5'-7"
NEW GUTTER SYSTEM
WITH HEAT TAPE AND
OUTLET. PROVIDE
DOWNSPOUT TO PLANTER
NEW METAL COMMERCIAL
GRADE, ACCESSIBLE
THRESHOLD AT DOOR PER IBC
1010.1.7 AND 1010.1.5. RAISE
AS NEEDED WITH NEW CONC
TOPPING
NEW HEATED
TEXTURED,
COLORED
CONCRETE
TOPPING ON
WATERPROOF
MEMBRANE
T.O. NEW CONC
TOPPING
58'-91
8"
T.O. NEW CONC
TOPPING
63'-11
8"
SLOPE 1
8"/FT SLOPE 1
8"/FT
NEW METAL
GUARDRAIL,
RE: 3/A1.2
RESTACK/STRAIGHTEN EXISTING
WOOD PLANTER WALLS
UP 8R @ 61
2,"
12" T
UP 6R @ 612"
12" T
T.O. EXISTING STREET PAVER
55'-43
4" - VIF
REPLACE BOTTOM 3
BRICKS AT DECK/BRICK
WALL INTERSECTION.
MATCH EXISTING
S L O P E
3
A1.1
1
A1.2
1
A1.23
A1.1
SIM
SIM 3
A1.1
NEW METAL
GUARDRAIL, RE: 3/A1.2
REPLACE BOTTOM 3
BRICKS AT DECK/BRICK
COLUMN INTERSECTION.
MATCH EXISTING
ANY MODIFICATIONS IN HEIGHT
OF THRESHOLD SHALL NOT
RESULT IN A DOOR LESS THAN
80" IN HEIGHT PER IBC 1010.1.1
NEW METAL COMMERCIAL
GRADE, ACCESSIBLE
THRESHOLD AT DOOR PER IBC
1010.1.7 AND 1010.1.5. RAISE
AS NEEDED WITH NEW CONC
TOPPING
ANY MODIFICATIONS IN HEIGHT
OF THRESHOLD SHALL NOT
RESULT IN A DOOR LESS THAN
80" IN HEIGHT PER IBC 1010.1.1
2
A1.2
2
A1.2
NEW METAL
GUARDRAIL/
HANDRAIL
SYSTEM
2'-0"
11
2" TYP
3'-21
4"
3'-31
4
"
BENCH
SLOPE 1
8
"/FT
BRICK WALL ON
STREET SIDE OF
STAIR, BELOW TREAD
SURFACE. BRICK TO
MATCH EXISTING
6
A1.2
6
A1.2
TALLER GUARDRAIL
POSTS, RE: 2/A1.2
SLOPE 1
8"/FT
SLOPE 1
8"/FT
SLOPE 1
8"/FT
4'-714
"
TALLER GUARDRAIL POST,
RE:1/A1.2
HEATED STAIRS WITHIN THE RIGHT OF WAY
MUST BE ON A SEPARATE ZONE MARKED AT
THE CONTROL BOX AS TOW OR ROW
57'-75
8" T.O. EXISTING STREET PAVER
55'-71
4" - VIF
8" CONC WALL WITH TEXTURED
AND COLORED CONC
4'-8"
TREAD
DEPTH
1'-0" CONC WIDTH
WIDEN CONC WALL
TO ACCOMODATE
POST
TREAD
DEPTH
WILLOW BRIDGE ROAD
CURB
DEPTH
NEW BRICK - MATCH EXISTING
PROVIDE WEEPS
NEW STAMPED CONC TOPPING,
AND WATERPROOF MEMBRANE.
SLOPE 1
8" PER FOOT TO GUTTER
EXISTING FRAMING
TO REMAIN
EXISTING STRUCTURE
TO REMAIN
EXTERIOR INTERIOR
NO WORK
INTERIOR
NO WORK
NEW WATERPROOF MEMBRANE BY
CARLISLE COATINGS AND
WATERPROOFING - TBD BY
WATERPROOFING CONTRACTOR
PROTECTION BOARD OVER
WATERPROOFING - TBD BY
WATERPROOFING CONTRACTOR
NEW GUTTER SYSTEM TO MATCH
EXISTING FOR COLOR AND STYLE.
PROVIDE HEAT TAPE AND OUTLET.
DRAIN TO PLANTER BED BELOW
NEW WOOD TRIM - PAINT GRADE -
MATCH EXISTING
NEW RADIANT HEATING SYSTEM, RE:
MECH
NEW METAL FLASHING
K
T.O. EXISTING CONC AT DECKING
T.O. NEW CONC TOPPING
63'-11
8" PER STRUCTURAL
SLOPE 1
8" PER FT
LAP NEW WATERPROOFING OVER
EXISTING BUILDING WATERPROOFING
SYSTEM
LAP EXISTING BUILDING
WATERPROOFING OVER NEW
WATERPROOFING SYSTEM
SLOPED BUILDUP 1
8" PER FT
PER WATERPROOFING
CONTRACTOR
42" MIN
NEW METAL GUARDRAIL SYSTEM,
RE: 3/A1.2
NEW BRICK - MATCH EXISTING
PROVIDE WEEPS
5
A1.2
SIM
NEW STAMPED,
COLORED CONC
STAIRS, RE:
STRUCTURAL
NEW RADIANT HEATING
SYSTEM, RE: MECH
NEW 2" EXTRUDED
POLYSTYRENE INSULATION
BOARD (XPS)
NEW 11
2" WASHED RIVER
ROCK FOR GRAVEL BASE
COMPACTED FILL, TYP
NEW METAL RAILING
WITH METAL POST
BASE
FINISH GRADE, SLOPE
AWAY
11
2"x1 1
2" METAL TUBE
HANDRAIL
11
2"x3" METAL TUBE
< 4"
3'-0"
11
2"
METAL BRACKET
WELDED TO RAILING
AND GUARDRAIL
NEW 8" CONCRETE WALL,
RE: STRUCTURAL
NEW BRICK TO MATCH
EXISTING. PROVIDE
WEEPS
42" TYP, UNO
NEW 5
8" SQ METAL
PICKET
1"
5
A1.2
SIM
HELICAL PIER, RE:
STRUCTURAL, TYP
METAL FLASHING
STEEL LINTEL,
RE: STRUCTURAL
METAL FLASHING
WITH DRIP EDGE
WATER-RESISTIVE
BARRIER
REMOVE EXISTING
RAILING SYSTEM
REMOVE EXISTING
RAILING SYSTEM
REMOVE EXISTING
STAIR AND EXISTING
STAIR RAILING SYSTEM
REMOVE EXISTING
DECK FASCIA
EXISTING PLANTER
BED
EXISTING
PLANTER
BED
EXISTING BRICK PLANTER
WALL TO REMAIN
REMOVE EXISTING
THRESHOLD AT DOOR
OPENING
REMOVE EXISTING
THRESHOLD AT DOOR
OPENING
REMOVE BOTTOM 3
EXISTING BRICKS AT
DECK/BRICK WALL
INTERSECTION
REMOVE EXISTING TILE,
CONC TOPPING, AND
WATERPROOFING
MEMBRANE. VIF IF
SUBSTRUCTURE IS
DAMAGED BEYOND
WATERPROOFING
MEMBRANE LAYER
REMOVE BOTTOM 3
EXISTING BRICKS AT
DECK/BRICK COLUMN
INTERSECTION
REMOVE TOP 3 BRICKS
BELOW DECK FASCIA
REMOVE BOTTOM 3
EXISTING BRICKS AT
DECK/BRICK WALL
INTERSECTION
PROPERTY LINE
PROPERTY LINE
REMOVE PART OF CURB
1'-0"
REMOVE PART OF
PLANTER WALL
5"
WILLOW BRIDGE ROAD
NEW STAMPED,
COLORED CONC
STAIRS, RE:
STRUCTURAL
NEW RADIANT HEATING
SYSTEM, RE: MECH
NEW 2" EXTRUDED
POLYSTYRENE
INSULATION BOARD
(XPS)
NEW 11
2" WASHED
RIVER ROCK FOR
GRAVEL BASE
COMPACTED FILL, TYP
NEW METAL RAILING
SYSTEM WITH METAL
POST BASE
FINISH GRADE, SLOPE
AWAY
NEW 11
2"x1 1
2" METAL
TUBE HANDRAIL
11
2"x3" METAL TUBE
< 4"
VARIES BASED ON GRADE
6"
3'-0" 21
2"
NEW METAL BRACKET
WELDED TO RAILING
AND GUARDRAIL
6"
6" MIN
NEW 8" CONCRETE WALL,
RE: STRUCTURAL
SLOPE TOP OF WALL
1:12 TOWARDS GRADE
NEW 5
8" SQ METAL
PICKET 2" 5
A1.2
HELICAL PIER, RE:
STRUCTURAL, TYP
PROJECT NO:
SHEET NUMBER
SHEET NAME
ISSUE:
04/11/2017
PO BOX 1537
EAGLE, COLORADO 81631
(970)361-1393
amy@s3ag.com
1701
TOWN OF VAIL STAMP
THE SITZMARK AT VAIL
WEST DECK RENOVATION
183 GORE CREEK DRIVE
VAIL, COLORADO
VAIL VILLAGE FILING 1 BLOCK: 5-B LOT: A
1 03/09/17 PRICING
2 03/13/17 DRB SUBMITTAL
3 03/28/17 DRB REVISIONS
4 04/11/17 PERMIT
NO DATE REMARKS
DECK PLANS
DETAILS
A1.1
1/4" = 1'-0"
EXISTING/DEMO DECK PLAN
1 1/4" = 1'-0"
EXISTING/PROPOSED DECK PLAN 2
NORTH
11
2" = 1'-0"
PROPOSED DECK DETAIL
3
NORTH
11
2" = 1'-0"
PROPOSED GUARDRAIL/ HANDRAIL DETAIL
4
NOTE:
ALL NEW METAL HANDRAIL AND
GUARDRAIL COMPONENTS TO
BE POWDER COATED PRIOR TO
BEING PAINTED TO MATCH
EXISTING AND INSTALLED
11
2" = 1'-0"
PROPOSED GUARDRAIL/ HANDRAIL DETAIL
5
04/26/17