HomeMy WebLinkAboutPEC160009_A5-P_1465853400.pdfPicnic Plan
0' - 0"
7
0' - 0 1/2"
5.44°
0' - 6"
2X WOOD TRIM
WRAPPED AROUND TUBESTEEL
BOARD FORMED
CONCRETE W/
INTEGRAL COLOR,
PER STRUCTURAL
CONC. SLAB
PER STRUCT.
CONC. FNDN
PER STRUCTURAL
CONC. FOOTING
PER STRUCTURAL
4" GRAVEL
5" HSS PER
STRUCTURAL
7
Level 2
7' - 6"
1'-0" / 1'-0"
METAL
ROOF
HIGH TEMPERATURE
WATERPROOF
MEMBRANE
2X WOOD DECKING
PER STRUCTURAL
METAL FLASHING
ROOF FRAMING
PER STRUCTURAL
GLU-LAM BEAM PER
STRUCTURAL
6X6 WOOD COLUMN
5
1'-0" / 1'-0"
1'-0" / 1'-0"
METAL RIDGE
CAP
METAL ROOF
HIGH TEMP.
WATERPROOF
MEMBRANE
2X DECKING
PER STRUCT.
PLATE CONNECTOR
PER STRUCTURAL
ROOF FRAMING
PER STRUCTURAL
90.00°
Picnic Plan
0' - 0"
3
0' - 0 1/2" 0' - 0 1/2"
2x STUD WALL
SHEATHING PER
STRUCTURAL
VAPOR PERM
BUILDING WRAP
2X WOOD SIDING
CONC. SLAB
PER STRUCT.
4" GRAVEL
CONC. FNDN
PER STRUCT
CONC. FOOTING
PER STRUCT.
Picnic Roof
9' - 6"
3
Level 2
7' - 6" 1'-0" / 1'-0"
2" / 1'-0"
METAL ROOF
HIGH TEMP.
WATERPROOF
MEMBRANE
2X DECKING
PER STRUCT.
ROOF FRAMING
PER STRUCT.
VALLEY
FLASHING
CONT. WP
MEMBRANE
GLU-LAM BEAM
PER STRUCTURAL
4" HSS COLUMN
RE: STRUCT.
2" STONE CAP
2X FRAMING W/
PLYWD PER
STRUCT.
2X WOOD SIDING
ON VAPOR
PERMEABLE BLDG
WRAP
1' - 0" 1' - 0"
Picnic Plan
0' - 0" 0' - 6"
2X WOOD TRIM
WRAP AT
COLUMN
HSS COLUMN
PER STRUCT.
CONC. FNDN
PER STRUCT.
CONC. FNDN
PER STRUCT
4" GRAVEL
CONC. FOOTING
PER STRUCT
Picnic Roof
9' - 6"
1
Level 2
7' - 6"
METAL ROOF
2" / 1'-0"
HIGH TEMP
WATERPROOF
MEMBRANE
2X WOOD DECKING
ROOF FRAMING
PER STRUCTURAL
GLU-LA,M BEAM
PER STRUCTURAL
6X6 WOOD COLUMN
GUTTER W/
HEAT TAPE
METAL
FLASHING
10.00°
SHEET NUMBER
1309 ELKHORN DRIVE . VAIL . COLORADO. 81657
970.479.2158
P.O. Box 445
Edwards, CO 81632
ph 970.926.2622
cell 970.471.0667
Ann@DarbyArchitects.com
DARBY ARCHITECTS,p.c. DESIGNWORKSHOP
Landscape Architecture .
Land Planning Urban
Design . Tourism . Planning
120 E. Main St.
Aspen, CO 81611
(970) 925-8354
Facsimilie (970) 920-1837
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# DATE DESCRIPTION
ISSUE DATE
REVISIONS
DRAWN: REVIEWED: 2/12/2016
12:55:28 PM
A5-P
REDEVELOPMENT
BOOTH CREEK PARK
2900
MANNS
RANCH
ROAD
VAIL,
COLORADO
100% DESIGN
DEVELOPMENT
DOCUMENTS
2-12-2016
Author Checker
1505
1 1/2" = 1'-0"
1
Column to Bench
1 1/2" = 1'-0"
2
Roof Eave at 12-12
1 1/2" = 1'-0" 3
Roof Ridge
1 1/2" = 1'-0" 4
Foundation at Wall
1 1/2" = 1'-0"
5
Roof Break
1 1/2" = 1'-0" 6
Foundation at Column
1 1/2" = 1'-0" 7
Roof Eave at 2-12
PEC APPROVED
3/14/2016 12:00:00 AM