HomeMy WebLinkAboutB17-0104_A1.2_1493223540.pdf4
NEW CONC STAIRS,
RE: STRUCTURAL
NEW RADIANT HEATING
SYSTEM, RE: MECH
NEW 2" EXTRUDED
POLYSTYRENE INSULATION
BOARD (XPS)
INTERIOR
NO WORK
NEW 11
2" WASHED RIVER
ROCK FOR GRAVEL BASE
COMPACTED FILL, TYP
1" TYP NOSING
36" TYP
4
A1.2
EXISTING BRICK COLUMN
REPLACE BOTTOM 3
BRICKS. MATCH EXISTING
NEW METAL GUARDRAIL/
HANDRAIL SYSTEM
EXISTING CONC
STRUCTURE -
NO WORK
LAP NEW WATERPROOFING
OVER EXISTING
WATERPROOFING SYSTEM
NEW 1
8" THICK x 3" WIDE
METAL PLATES
EXISTING TOWN OF
VAIL PAVER SYSTEM
AT WILLOW BRIDGE
ROAD
36" TYP
<4"
<4"
5
A1.1
OPEN TO
LANDSCAPE
BEYOND
TREAD
LENGTH
12" EXTENSION
12" EXTENSION
42" MIN GUARDRAIL HGT
HANDRAIL RETURN
HAND RAIL RETURN
NEW METAL
HANDRAIL SYSTEM
1'-6"
BENCH
NEW TEXTURED, COLORED
CONCRETE BENCH
4'-03
8"
NEW TEXTURED,
COLORED
CONCRETE WALL
EXTENDS UP PAST
STAIR TREADS AND
LANDING. VIF
REQUIRED HEIGHTS
FOR RETAINING
<4"
<4" 3'-91
4" POST HEIGHT AT THIS LOCATION
TO RECEIVE TOP RAIL
3'-6"
2"
2"
2"
8"
2"
81
2"
HELICAL PIER, RE:
STRUCTURAL, TYP
EMBED PLATES FOR
GUARDRAIL AND
RAILING POST
ATTACHMENT, TYP
BOTTOM OF THICKENED EDGE OF
CONC, RE: STRUCTURAL
4
NEW TEXTURED, COLORED
CONC STAIRS
36" TYP
NEW METAL GUARDRAIL/
HANDRAIL SYSTEM. PAINT
TO MATCH EXISTING
<6"
EXISTING
PLANTER
BED. VIF
HEIGHT
NEW GUARDRAIL, RE: 3/A1.2
<4"
<4"
LINE OF
EXISTING
TOWN OF
VAIL PAVER
SYSTEM AT
WILLOW
BRIDGE ROAD
HANDRAIL
RETURN
12" EXTENSION
<4"
<4"
<4"
3'-6" MIN GUARDRAIL HGT
36" RAILING HGT
<4"
4'-03
8"
3'-115
16
" POST HEIGHT
AT THIS LOCATION
TO RECEIVE TOP RAIL
12" TREAD,
TYP
11
8" BASE PLATES WELDED TO EACH
LEG OF RAILING POST, BOLT
PLATES TO EXISTING BRICK AT
THIS LOCATION ONLY
42" TYP
<4"
<4"
<4"
2'-101
2"
NEW 5
8" SQ METAL
PICKET
NEW 11
2" x 3" METAL
BOTTOM RAIL
LINE OF NEW
STAMPED, COLORED
CONC TOPPING
NEW 11
2" x3" METAL
INTERMEDIATE RAIL
NEW 11
2" x3"
METAL TOP RAIL
6" 2'-6" 6"
NEW 11
2" x3" METAL
TUBE POST
NEW 1
8" THICK x 3"
WIDE METAL PLATES
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
11
2"x1 1
2" METAL
TUBE HANDRAIL
11
2"x3" METAL
TUBE
< 4"
VARIES BASED ON GRADE
6"
3'-0" 21
2"
NEW 1
8" THICK
x 3" WIDE
METAL PLATES
METAL BRACKET
WELDED TO
RAILING AND
GUARDRAIL
6"
6" MIN
NEW 8"
CONCRETE WALL,
RE: STRUCTURAL
2" 5
A1.2
HELICAL PIER, RE:
STRUCTURAL,
TYP
4
<6"
EXISTING PLANTER
BED. VIF HEIGHT
<4"
<4"
LINE OF EXISTING
TOWN OF VAIL
PAVER SYSTEM
AT WILLOW
BRIDGE ROAD
<4"
<4"
<4"
<4"
INSET FACE OF NEW
BRICK 1" FROM FACE OF
TEXTURED, COLORED
CONCRETE STAIR
ALIGN NEW BRICK
WITH EXISTING BRICK
NEW WOOD TRIM PAINTED
TO MATCH EXISTING
EXISTING STEEL ANGLE,
REFINISHED AND PAINTED
TO MATCH EXISTING
4
A1.1
EXISTING BRICK
HANDRAIL RETURN
36" TYP
11
8"
11
2"x3" POST LEG
METAL PLATE TO BE
WELDED TO RAILING
SYSTEM AND
WELDED TO EMBED
PLATE
METAL PLATE
WELDED TO POST
LEG
11
2"x3" POST LEG
OF POST SYSTEM
8" CONC WALL
8" CONC WALL
SECTION VIEW
PLAN VIEW
EMBED PLATE,
RE: STRUCTURAL
STAIR TREAD
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
DETAILS
SECTIONS
ELEVATIONS
A1.2
3/4" = 1'-0"
PROPOSED STAIR SECTION
1
3/4" = 1'-0"
PROPOSED STAIR ELEVATION
2
11
2" = 1'-0"
PROPOSED HANDRAIL DETAIL
4
3/4" = 1'-0"
NEW GUARDRAIL PARTIAL ELEVATION
3
3/4" = 1'-0"
PROPOSED STREET VIEW STAIR ELEVATION
6
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"
POST CONNECTION DETAILS 5
04/26/17