HomeMy WebLinkAboutRooftop Amenities Request.508 E Cooper AveAdministrative Review 508 E. Cooper
Land Use Application LPA-21-091 - #2
The application includes the following requests for no-negative effect:
Rooftop Amenities:
(a) Proposed location of a Rooftop Kitchen and Island in compliance with 26.575.020.(f).(4).l
Permanent Rooftop Amenities. Included is KWID Page I-104, I-910, and I-910A
(b) Umbrella Receiver attachment detail shown in ASI#2 included at the request of the Aspen Fire
Department for Life Safety. The attached ASI shows a plate and receiver detail which will be cut
flush with the deck floor. This custom fabricated receiver will accept a Tucci umbrella post and
allow the Umbrella to be slipped in for use, and removed for storage where appropriate.
Per the attached detail, the receiver plate is attached via all thread beneath the pedestal deck system.
The paver can be pulled up and the receiver unbolted from the structural slab if required.
Complete Files submitted alongside application:
· Setback dimensions 2021-08-9_WJM508 LLC PERMIT page I-104 and I-910A
· Existing Elevations and Cross Section of Hot Tub Railing and Deck page I-910A
· Umbrella Receiver Plan dimensions I-910A. Cross section and attachment details ASI No.2
23
73 4
10
14
23
1
PLEASE CONFIRM
OVERALL ASBUILT
DIMENSIONS
I 13
2
HOT TUB
DN
NEW TILE AND
FINISHES. BY
OTHERS
NOTE:
GAS STUB OUT AT
NEW GAS FIREPIT.
VIF WITH DESIGNER.
I 10
1
112
4
ALIGN STAIR TO EDGE OF SPA
11
11
1
014
CONTROLS AND ACCESS PANELS
LOC ACCESS TO MECHANICAL
PANEL CONCEALED BY
REMOVABLE STAIRS AND WALL
PANELING
CENTERLINE
OF GAS
FIREPIT
11
212
12
23
73 4
10
14
PLEASE CONFIRM
OVERALL ASBUILT
DIMENSIONS
PLEASE CONFIRM
OVERALL ASBUILT
DIMENSIONS
23
1
PLEASE CONFIRM
OVERALL ASBUILT
DIMENSIONS
31
1
3
4
EXISTING
STRUCTURE
TREX SELECT
PEBBLE GREY
S4UARE BOARD
PROFILE
ENTIRETY OF VERTICAL
WALL BELOW SPA IS
PANELED HORI=ONTALLY
3
I 13
2
2
7
10
2
3
412182
1
32
3
12 CLEARANCE FOR
SPA COVER (MIN 10)
10
10
DIMENSION IS TO
INTERIOR SIDE OF
GLASS
UMBRELLA BASE
LOCATION 1
4
11
14
1
1
BASE TYP.
36 BASE TYP.
14
1
1
6
2
2
11
BASE TYP.
36 BASE TYP.
UMBRELLA BASE
LOCATION 2
8
614
HOT TUB
SHEET NUMBER
KAREN WHITE INTERIOR DESIGN INC.
W-
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THIS DRAWING AND ALL GRAPHIC AND WRITTEN
MATERIAL CONTAINED HEREIN CONSTITUTES ORIGINAL
AND UNPUBLISHED WORK AND IS NOT TO BE COPIED
DISTRIBUTED OR USED IN WHOLE OR IN PART
WITHOUT EXPRESSED WRITTEN PERMISSION OF KAREN
WHITE INTERIOR DESIGN INC. THIS DRAWING IS
PROTECTED UNDER THE ARCHITECTURAL WORKS
COPYRIGHT PROTECTION ACT OF 1 0.
DESCRIPTION DATE
03.10.21PERMIT
06.30.21PERMIT CHANGE ORDER
08.0 .21PERMIT COMMENTS
I104
LEGEND:
NEW WALL
DEMOLITION
EXISTING WALL
SCALE: 14 1
0
EXISTING ROOF DECK #11
SCALE: 14 1
0
PROPOSED ROOF DECK #12
N
TRUE
N
PLAN
N
TRUE
N
PLAN
DW REF
36
SINK
BBQ
PLANTER
36 36
WATERFALL ENDS WITH
EXTERIOR RATED SLAB #4
WATERFALL ENDS WITH
EXTERIOR RATED SLAB #4
36
1
1
/
2
40 1/2
LINE OF PLANTER BEYOND
ICE
24152418
RAILING HEIGHT
TO REMAIN SAME
AS EXISTING
120
4"
ALIGN STAIR TO EDGE OF SPA IF
POSSIBLE. GC MUST VERIFY
CODE DIMENSION TO PREVENT
WALK-ABLE SURFACE
11
"
11
"
CONTROLS AND ACCESS PANELS
LOC; ACCESS TO MECHANICAL
PANEL CONCEALED BY
REMOVABLE STAIRS AND WALL
PANELING
CENTERLINE
OF GAS
FIREPIT
11'-212"
9'
-
9
12"
23'-73 4"
10
14"
PLEASE CONFIRM
OVERALL AS-BUILT
DIMENSIONS
PLEASE CONFIRM
OVERALL AS-BUILT
23
'
-
1
"
PLEASE CONFIRM
OVERALL AS-BUILT
DIMENSIONS
31
'
-
1
3
4"
ENTIRETY OF VERTICAL
WALL BELOW SPA IS
PANELED HORIZONTALLY
3
I-913
2
REFER
TRASH
DW
7'-10"
2'
182'1'-3"2'3'
12" CLEARANCE FOR
SPA COVER (MIN 10")
10'
10'
DIMENSION IS TO
INTERIOR SIDE OF
GLASS
UMBRELLA BASE
LOCATION 1
4'-11"
14
'
-
1
1
"
9" BASE, TYP.
36" BASE, TYP.
2'-11"
9" BASE, TYP.
36" BASE, TYP.
UMBRELLA BASE
LOCATION 2
8'-614"
40 1/2
36
24
24
BBQ
I-910 1
4
3
2
NEW TILE AND FINISHES.
BY OTHERS
24 1/4
PLANTER
2" THICK WATERFALL
MITER CORNER
WITH 2" THICK
COUNTERTOP. SLAB #4.
ADJUSTABLE SHELVING
24
TRASH
RAILING HEIGHT
TO REMAIN SAME
AS EXISTING
1209440 1/2
I-910
SHEET NUMBER
KAREN WHITE INTERIOR DESIGN INC.
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THIS DRAWING AND ALL GRAPHIC AND WRITTEN
MATERIAL CONTAINED HEREIN CONSTITUTES ORIGINAL
AND UNPUBLISHED WORK AND IS NOT TO BE COPIED,
DISTRIBUTED, OR USED IN WHOLE OR IN PART,
WITHOUT EXPRESSED, WRITTEN PERMISSION OF KAREN
WHITE INTERIOR DESIGN, INC. THIS DRAWING IS
PROTECTED UNDER THE "ARCHITECTURAL WORKS
COPYRIGHT PROTECTION ACT OF 1990."
DESCRIPTION DATE
03.10.21PERMIT
06.30.21PERMIT - CHANGE ORDER
08.09.21PERMIT - COMMENTS
SCALE: 1/2" = 1'-0"
ROOF DECK #1 PLANA
SCALE: 1/2" = 1'-0"
ELEVATION2SCALE: 1/2" = 1'-0"
ELEVATION1
SCALE: 1/2" = 1'-0"
ELEVATION4
SCALE: 1/2" = 1'-0"
ELEVATION3
LEGEND:
NEW WALL
DEMOLITION
EXISTING WALL
N
TRUE
N
PLAN
ICE
SCALE: 1/2" = 1'-0"
UL DECK 1
AMERICAN WHIRLPOOL
480 MODEL HOT TUB
91.5" X 91.5"
7"
2'
-
7
"
3'
-
2
"
EXISTING TOP OF
FLOOR TILE TO
REMAIN, HEIGHT
UNCHANGED
CONCRETE FLOOR
STEP 1
STEP 2
FIRST STEP TO ALIGN WITH EDGE OF
EXISTING STRUCTURE
10
1
4"
10
14"
10
12"
2'
-
7
"
SCALE: 1/2" = 1'-0"
UL DECK SECTION3
SCALE: 1/2" = 1'-0"
UL DECK ELEVATION2
EXISTING
STRUCTURE
EXISTING
STRUCTURE
FLOOR TILE LEVEL
FIRST STEP TO ALIGN
WITH EDGE OF HOT TUB
NEW FREE STANDING HOT
TUB WITH TREX DECKING
SURROUND
FOR DESIGN AND DIMENSIONS,
CONSTRUCTION DETAILS BY OTHERS
2'
-
7
"
ICE
AMERICAN WHIRLPOOL
480 MODEL HOT TUB
91.5" X 91.5"
12
112
4
ALIGN STAIR TO EDGE OF SPA IF
POSSIBLE. GC MUST VERIFY
CODE DIMENSION TO PREVENT
WALK-ABLE SURFACE
11
11
STEP
STEP
121 4
CONTROLS AND ACCESS PANELS
LOC; ACCESS TO MECHANICAL
PANEL CONCEALED BY
REMOVABLE STAIRS AND WALL
PANELING
CENTERLINE
OF GAS
FIREPIT
13412
11
7
12
2833 4
10
1
4
PLEASE CONFIRM
OVERALL AS-BUILT
DIMENSIONS
27
7
PLEASE CONFIRM
OVERALL AS-BUILT
DIMENSIONS
37
3
3
4
EXISTING
STRUCTURE
TREX SELECT
PEBBLE GREY
SQUARE BOARD
PROFILE
ENTIRETY OF VERTICAL
WALL BELOW SPA IS
PANELED HORIZONTALLY
3
I-913
2
REFER
TRASH
DW
24
94
24
4012 1824152436
12" CLEARANCE FOR
SPA COVER (MIN 10")
120
120
DIMENSION IS TO
INTERIOR SIDE OF
GLASS
UMBRELLA BASE
LOCATION 1
59
17
9
9" BASE, TYP.
36" BASE, TYP.
17
9
74
35
9" BASE, TYP.
36" BASE, TYP.
UMBRELLA BASE
LOCATION 2
1021 4
PLEASE CONFIRM
OVERALL AS-BUILT
DIMENSIONS
EXISTING TUB
DECK HEIGHT TO
REMAIN, HEIGHT
UNCHANGED
EXISTING GLASS
RAILING HEIGHT TO
REMAIN, HEIGHT
UNCHANGED
EXISTING GLASS RAILING
HEIGHT TO REMAIN, HEIGHT
UNCHANGED
EXISTING GLASS RAILING
HEIGHT TO REMAIN, HEIGHT
UNCHANGED
I-910A
SHEET NUMBER
KAREN WHITE INTERIOR DESIGN INC.
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THIS DRAWING AND ALL GRAPHIC AND WRITTEN
MATERIAL CONTAINED HEREIN CONSTITUTES ORIGINAL
AND UNPUBLISHED WORK AND IS NOT TO BE COPIED,
DISTRIBUTED, OR USED IN WHOLE OR IN PART,
WITHOUT EXPRESSED, WRITTEN PERMISSION OF KAREN
WHITE INTERIOR DESIGN, INC. THIS DRAWING IS
PROTECTED UNDER THE "ARCHITECTURAL WORKS
COPYRIGHT PROTECTION ACT OF 1990."
DESCRIPTION DATE
03.10.21PERMIT
06.30.21PERMIT - CHANGE ORDER
08.09.21PERMIT - COMMENTS
LEGEND:
NEW WALL
DEMOLITION
EXISTING WALL
Wiss, Janney, Elstner Associates, Inc.
3609 South Wadsworth Boulevard, Suite 400
Lakewood, Colorado 80235
303.914.4300 tel
www.wje.com
Architect’s Supplemental Instructions (ASI) No. 2
508 East Cooper Street
508 East Cooper Street
Aspen, Colorado
WJE PROJECT NO. 2019.8210.2
DATE July 23, 2021
CONTRACTOR RA Nelson DISTRIBUTION
Mike Spalding, General Superintendent michaels@ranelson.com
Kris Meyers, Project Manager kmyers@ranelson.com
OWNER’S REP Vantage Construction Consulting
Ben Fierstein vantageaspen@gmail.com
Klein Cote Edwards Citron LLC
Ken Citron, Esq. kcitron@kceclaw.com
ARCHITECT Wiss, Janney, Elstner Associates, Inc.
Scott Riley, AIA sriley@wje.com
Bill Burger, AIA bburger@wje.com
Scott Sondrup, RA, AIA ssondrup@wje.com
Contractor shall thoroughly evaluate the changes, additions, and/or deletions described herein,
and provide the owner and architect with a written change order request identifying the cost
and schedule impacts associated with implementation of these modifications. Upon the owner’s
written acceptance of the contractor’s change order, this work shall be made a part of the
Contract Documents for the above referenced project as fully and completely as if the same
were fully set forth therein.
SPECIFICATION REVISIONS:
1. N/A
DRAWING REVISIONS:
1. UMBRELLA BASE PLATE ANCHORAGE DETAILS: Incorporate the following attached details for the
purpose of elevating umbrella base connection penetrations through waterproofing above primary
waterproofing drainage surface and to secure base plate to building structure:
a. SK-4, “BASE PLATE AT CONCRETE CURB PLAN VIEW”
b. SK-5, “CONCRETE CURB SECTION AT UMBRELLA RECEPTOR”
c. SK-6, “CONCRETE CURB SECTION AT BASE PLATE ANCHOR BOLTS ”
Note: umbrella base plate and anchorage to building structure has been designed to develop full
capacity of manufacturer’s standard umbrella receptor attachment. Umbrella canopy should be closed
and secured during periods of high winds and as otherwise recommended by the manufacturer to
prevent damage or failure of umbrella or umbrella receptor attachment.
ASI No. 2
508 East Cooper Street
Aspen, Colorado
Architect’s Supplemental Instructions (ASI) No. 2 WJE No. 2019.8210.2 July 23, 2021 Page 2
2. Sheet A4.0 - Detail 2 (RE-ISSUED): Revise ‘REPAIR’ portion of detail to graphically show and added
annotation to identify BISON PAVER SUPPORT TRAY and call out new Detail 4/A4.0
3. Sheet A4.0 - Detail 3 (RE-ISSUED): Revise ‘REPAIR’ portion of detail to graphically show BISON
PAVER SUPPORT TRAY and call out new Detail 4/A4.0
4. Sheet A4.0 - Detail 4 (RE-ISSUED): Add Detail 4/A4.0 - PEDESTAL ASSEMBLY
END OF ASI NO. 2
CONCRETE CURB INSTALLATION NOTES:
1. Provide roughened surface of existing concrete deck to match CSP 7 per ICRI 310.2R.
2. Clean prepared area surfaces with dry, oil -free compressed -air jet.
3. Install formwork as required. Do not use form release agents containing waxes, oils, silicones or other resins that may inhibit adhesion of waterproofing.
4. Wet existing concrete deck surface to saturated surface -dry (SSD) condition at least 1 hour prior to curb placement. Maintain surfaces at this condition until placement.
If forms are filled with water prior to placement to achieve SSD, ensure that standing or flowing water is removed and surfaces are allowed to dry to saturated,
surface -dry condition.
5. Batch, mix, and install material per manufacturer's requirements. Do not use partial bags.
6. Consolidate material with mechanical vibrating equipment, so that the material is thoroughly worked around reinforcement and other embedded items and into corners.
7. Curing method (moisture retaining cover, such as a burlap -polyethylene sheet) shall be applied within 30 minutes of material finishing. Maintain material in a moist
condition for at least seven days after placing.
8. Following removal of forms, carefully inspect the curb for proper consolidation or cracking around the perimeter. If these conditions exist, notify the Architect/Engineer.
9. Concrete curb material shall be MasterEmaco S 466C1. Alternates must be in writing approved by Architect/Engineer prior to placement.
4, Q"
(N) 2" TALL 4000 PSI CONCRETE CURB --
RE: CONCRETE CURB INSTALLATION
NOTES THIS SHEET
S.S. BASE FL' 12"x12"x%2" OVER SHIM It
12"X12"X%" w/ OVERSIZED HOLES AT
ANCHOR BOLTS AND UMBRELLA
RECEPTOR CARRIAGE BOLT HEADS —
RE: SK5 AND SK6 FOR SHIM PLATE
REQUIREMENTS
UMBRELLA RECEPTOR SECURED TO
BASE PER MANUFACTURER
RECOMMENDATIONS — COORDINATE
SIZE AND LOCATION OF HOLES IN BASE
ft'_ w/ RECEPTOR MANUFACTURER -- RE:
SECTION SK5
(4) BASE FL ANCHOR BOLT — RE:
SECTION SK6
NOTE: ANY SHIMS REQUIRED TO
LEVEL BASE T SHALL BE INSTALLED
BETWEEN BASE F' AND SHIM FE
Pro . No. 2019.8210 Project
ENGINEERS
508 EAST COOPER ARCHITECTS
Date 07-19-21 MATERIALS SCIENTISTS
SK4 Drawn BRS Sheet Title Wiss, Janney, Elstner Associates, Inc.
SER 3609 So Suite 400
Checked BASE PLATE AT CONCRETE CURB PLAN VIEW Lakewood, Colorado 80235
3„ = 1'-0" 303.914.4300 tel 1303.914.3000 fax
Sheet O. Srala
vww,Necom
NEW 4000 PSI CONCRETE CURB --
RE: CONCRETE CURB
INSTALLATION NOTES ON SK4
PREPARE (E) CONCRETE SLAB
SURFACE TO CSP 7
MONOLITHIC MEMBRANE 6125-FR
HYDROFLEX 30 SEPARATION /
PROTECTION SHEET
G!
u
SK4
UMBRELLA RECEPTOR (BY OTHERS)
UMBRELLA RECEPTOR ATTACHMENT
PER MANUF'S REQUIREMENTS
S.S. BASE I 12"x12"x%2' -- COORDINATE
LOCATION AND SIZE OF BOLT HOLES FOR
i
UMBRELLA RECEPTOR ATTACHMENT PER
MANUF'S REQUIREMENTS
S.S. SHIM IE 12"x12"x3/" w/ 1" 0
HOLES AT ANCHOR BOLTS AND
UMBRELLA CARRIAGE BOLTS
Q
a
4
Q
Q
Q
N
M
4
Q
(E) 5" CONCRETE SLAB OVER 1 %Z"
METAL DECK w/ WELDED WIRE
FABRIC 6x6x2.1x2.1
Pro . No. 2019.8210 Project
ENGINEERS
508 EAST COOPER ARCHITECTS
Date 07"19-21 MATERIALS SCIENTISTS
SK5 Drawn BRS Sheet Title Wiss, Janney, Elstner Associates, Inc.
SER 3609 So Suite 400
Checked CONCRETE CURB SECTION AT UMBRELLA RECEPTOR Lakewood, Colorado 80235
Sheet No. Sca3" = 1'-0" 303.914.4300 tel 1303.914.3000 fax
le
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S K4
(4) %2"O S.S. ANCHOR BOLTS SET IN
NEW 4000 PSI CONCRETE CURB 1 _3 HILTI-HY 200 EPDXY
- RE: CONCRETE CURB S.S. BASE FE 12"x12"x1/2'
INSTALLATION NOTES ON SK4 %" 1Y2" s „
L. S.S. SHIM fj' 12"x12"x/$w/ 1" O
PREPARE (E) CONCRETE eHOLES AT ANCHOR BOLTS AND
SLAB SURFACE TO CSP 7 UMBRELLA CARRIAGE BOLTS
MONOLITHIC MEMBRANE 6125-FR
HYDROFLEX 30 SEPARATION
PROTECTION SHEET
I I I I
M
I I I K1 Q
I I I d A
Q I I 11 4
Q
Q
DETAIL WATERPROOFING (E) 5" CONCRETE SLAB OVER 1 %2'
AROUND ANCHOR BOLT METAL DECK w/ WELDED WIRE
PENETRATIONS - TYP FABRIC 6x6x2.1x2.1
Pro . No. 2019.8210 Project
ENGINEERS
508 EAST COOPER ARCHITECTS
Date 07-19-21 MATERIALS SCIENTISTS
S K6 Drawn BRS Sheet Title Wiss, Janney, Elstner Associates, Inc.
3609 South Wadsworth Boulevard, Suite 400
Checked SER CONCRETE CURB SECTION AT BASE PLATE ANCHOR BOLTS Lakewood,Colorado80235
Sheet No. Sca3" = 1'-0" 303.914.4300 tel 1303.914.3000 fax
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