HomeMy WebLinkAboutB16-0117_A7-01_1478904927.pdf20 YEAR FULLY ADHERED
EPDM ROOF OVER 3/4"
PLYWOOD DECK
BRAKE-FORMED
COPPER FLASHING
WITH 1" DRIP EDGE
STEEL FRAMING RE:
STRUCTURAL W/
WOOD BLOCKING
BRAKE-FORMED
COPPER FLASHING TO
MATCH EXISTING
BUILDING
INSTALLATION
1x6 CEDAR
SOFFIT
LEVEL 1
74' - 8"
LEVEL 2
84' - 10 1/4"
16 GAUGE METAL FLAT
STRAP BLOCKING
16 GAUGE METAL FLAT
STRAP BLOCKING
16 GAUGE METAL FLAT
STRAP BLOCKING
16 GAUGE METAL FLAT
STRAP BLOCKING
EXISTING WALL
SLAT WALL PROVIDED
BY OWNER
5/8" FINSIHED GYPSUM
BOARD PAINTED
WHERE NOT COVERED
BY SLAT WALL
16 GAUGE METAL FLAT
STRAP BLOCKING
16 GAUGE METAL FLAT
STRAP BLOCKING
16 GAUGE METAL FLAT
STRAP BLOCKING
16 GAUGE METAL FLAT
STRAP BLOCKING
PAINT COLOR TO
MATCH CEILING FROM
BOTTOM CHORD OF
JOIST TO DECK
PAINTED FINISHED GYP
FROM T.O. SLAT WALL
TO BOTTOM OF ACT
RUBBER BASE,
TYPICAL
PAINTED FINISHED GYP
FROM FLOOR TO
SLATWALL
PAINTED FINISHED GYP
FROM T.O. SLAT WALL
TO BOTTOM OF ACT
ACT SYSTEM TO BE
MOUNTED AS CLOSE TO
EXISTING CEILING AS
POSSIBLE - COORDINATE
WITH OWNER AND
LIGHTING PACKAGE FOR
CLEARANCE
REQUIREMENTS
TOP OF SLATWALL
SYSTEM AND
PAINTED
FINISHED
UNFINISHED
AND
PAINTED
FINISHED
ACT SYSTEM TO BE
MOUNTED AS CLOSE TO
EXISTING CEILING AS
POSSIBLE - COORDINATE
WITH LIGHTING PACKAGE
FOR CLEARANCE
REQUIREMENTS
2' - 0" BOTTOM OF SLATWALL
8' - 0" TO TOP OF SLATWALL
O.C.
2' - 6" AFF
O.C.
5' - 6" AFF
O.C.
6' - 6" AFF
O.C.
7' - 6" AFF
1x6 STAINED CEDAR
T&G SIDING OVER
MIN. 3/8 FURRING
OVER EXISTING
STUCCO FACADE
BRAKE-FORMED PRE-
FINISHED ALUMINUM
FLASHING WITH MIN. 3/8"
GAP FOR VENTING AND
DRIP EDGE SET INTO
REGLET IN EXISTING
STUCCO WALL
EXISTING
STRUCTURE
PROVIDE 3/8" GAP
FRY-REGLET
SPECIAL J - KERF
WOOD BOARD TO FIT
FRY-REGLET "F"
STUCCO REVEAL
1x6 STAINED CEDAR
T&G SIDING OVER
MIN. 3/8 FURRING
OVER EXISTING
STUCCO FACADE
BRAKE-FORMED
COPPER FLASHING
WITH MIN. 3/8" GAP
FOR VENTING AND
DRIP EDGE
EXISTING
STRUCTURE
COPPER FLASHING
SET UNDERNEATH
COPPER FLASHING
AT EXISTING
STUCCO WALL, NO
SEALANT
FRY-REGLET SPECIAL
J - KERF WOOD
BOARD TO FIT
1x6 STAINED CEDAR
BOARDS (WD-2)
MECHANICALLY
FASTENED TO 2 x 2 x 1/4"
PAINTED STEEL TUBE
2 1/2" x 2 1/2" x 1/4" PAINTED
STEEL TUBE SLEEVE
FASTENED TO CONCRETE
WITH (4) FRICTION
ANCHORS PER SLEEVE
MIN. 2" PENETRATION
3/4" T&G CEDAR SIDING
OVER MIN. 3/8" FURRING,
AIR-INFILTRATION
BARRIER, 1/2" OSB, AND
2x4 FRAMING
PROVIDE CORNER MITER
W/ 1/4" GAP
FRY REGLET "F" REVEAL
AT LOCATIONS WHERE
NEW WOOD ABUTS EXISTING
WALLS
EXISTING STRUCTURE -
MAY REQUIRE DEMO
OF FACE IN ORDER
FOR WOOD TO
ALIGN WITH NEW
SLIDING DOOR
INSTALLATION
3/4" T&G CEDAR SIDING
OVER MIN. 3/8" FURRING
8x8 STEEL COLUMN RE:
STRUCTURAL
8x8 STEEL COLUMN
RE: STRUCTURAL
3/4" T&G CEDAR SIDING
OVER MIN. 3/8" FURRING,
AIR-INFILTRATION
BARRIER, 1/2" OSB, AND
2x4 FRAMING
PROVIDE CORNER MITER
W/ 1/4" GAP, TYP.
FRY REGLET "J" TRIM
AT LOCATIONS WHERE
NEW WOOD WALLS
ARE EXPOSED AT EXTERIOR
DEMOLITION AND
SHORING OF EXISTING
STRUCTURE MAY BE
REQUIRED FOR NEW
STEEL COLUMN
AND WOOD CLADDING
SEALANT OVER
BACKER-ROD AND SHIMS
CONCEALED 2x3
DOWNSPOUT, SEAL
WITH DUCT MASTIC
NEW 8x8 STEEL COLUMN
RE: STRUCTURAL - MAY
REQUIRE SELECTIVE
DEMOLITION OF EXISTING
WALL
3/4" T&G CEDAR SIDING
OVER MIN. 3/8" FURRING,
AIR-INFILTRATION
BARRIER, 1/2" OSB, AND
2x4 FRAMING
FRY REGLET "J"
TRIM AT LOCATIONS
WHERE NEW WOOD
WALLS ARE
EXPOSED AT
EXTERIOR
PROJECT NUMBER
ISSUE DATE
GENERAL CONTRACTOR
GE JOHNSON
40800 HIGHWAY 6, SUITE 8
P.O. BOX 8808
AVON, CO 81620
CONTACT: JOHN HALLORAN 970.471.6048
710 W. COLFAX; DENVER, C0 80204
STRUCTURAL
MONROE & NEWELL
70 BENCHMARK RD. STE. 204
P.O. BOX 1587
AVON, CO 81620
CONTACT: HANNES SPAEH 970.949.7768
ELECTRICAL & LIGHTING DESIGN
ARCHITECTURAL ENGINEERING CONSULTANTS
40801 US HWY 6 & 24, STE. 214
P.O. BOX 8489
AVON, CO 81620
CONTACT: STANTON HUMPHRIES 970.748.8520
REVISION
SHEET TITLE
SHEET NO.
CHRISTY
SPORTS LLC
293 BRIDGE
STREET
VAIL,
COLORADO
81657
TOWN
OF VAIL
STAMP
A7-01
DETAILS
15020
CHRISTY
SPORTS
VAIL
MARCH 18, 2016
3" = 1'-0"
03 SOFFIT DETAIL
1 1/2" = 1'-0"
05 TYPICAL SLAT WALL DETAIL
1 1/2" = 1'-0" 08 WALL STRAPPING ELEVATION
3" = 1'-0"
01 T & G
SIDING - W2
3" = 1'-0"
02 T & G SIDING - W1
No. Description Date
3" = 1'-0"
04 GAS METER SCREEN DETAIL
1 1/2" = 1'-0"
06 PLAN DETAIL - EAST ENTRY
1 1/2" = 1'-0" 07 PLAN DETAIL - WEST ENTRY
1 1/2" = 1'-0"
09 PLAN DETAIL - WEST
03/18/2016
05/27/16