HomeMy WebLinkAboutB13-0021 REV1 PLANS APPROVED;I
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U 1 1/2" = V -0"
EXISTING PHOTOS OF EAST SIDE OF BUILDING
-UNIT 16
Design Review
Staff Approval
Of � By Joe Batcheller at 8:17 am, Jul 16, 2013
TOWN
Reviewed for Code Compliance
Code: 2012 International Residential Code (IRC)
TOWN OF VAIL
0
By J Mondragon at 1:25 pm, Jul 09, 2013
3 g
CONCRETE CUT OUT
PROPOSED LOCATION OF NEW WINDOW WELL
VERIFY CLEARANCE TO TREE ROOTS
DEMOLITION Lower Level
U
1/411 = 1' -0"
PROJECT DESCRIPTION - EXTERIOR
FIELD VERIFY ALL WINDOW OPENING AND COORDINATE WINDOWS SIZES.
1 THE EAST ELEVATION IS PROPOSED TO HAVE A WINDOW WELL DUG OUT AND THE CONCRETE WALL CUT TO ACCEPT (1) NEW CASEMENT 2'- 11 "x3' -5" EGRESS WINDOW.
NEW WINDOWS BEING PROPOSED SHALL BE REFERED TO AS 16.0.E
2 THE NEW WINDOW WELL SHALL BE A BILCO ESCAPE WELL
(A GUTTER AND DOWNSPOUT IS EXISTING IN THIS LOCATION)
CWV=� OSED EAST ELEVATION
V -0"
LUpper Level
117' -2 "'
l\Main Level
E8' -8
LowerLower Level
o" Ao„
STRUCTURAL ENGINEER
KRM CONSULTING INC. HAS
REVIEWED THE WINDOW WELL
CUT OUT AND HEADER SIZE FOR
THE PROPOSED WINDOW WELL.
(1) KING AND (2) TRIMMERS
ON EACH SIDE
TOP OF EXISTING
FOUNDATION WALL
PROVIDE NEW (3) 1 3/4 "x7 1/4"
LVL HEADER
VfVYUC ' ' n
CEMENT STUCCO STSTEM IS II
TO EXTEND OVER WATER
PROOF MEMBRANE TIE -IN I
PROVIDE 12" (WIDER THAN —I I
CONCRETE CUT OUT) _
WATERPROOF MEMBRANE
OVERLAP /TIE -IN TO THE
EXISTING FOUNDATION WALL —
WATERPROOFING III =
GRAVEL DRY WELL AT BTM OF WDW WELL
(EXTEND PROTION DOWN TO PERIMETER
DRAIN SYSTEM
CEMENT STUCCO FINISH ON THERMAL AND AIR
INFLITRATION BARRIER TO EXTEND FROM FINISH ABOVE
TO BOTTOM OF WINDOW WELL. EXPOSED FOUNDATION
WALLS ARE TO RECEIVE WATERPROOF MEMBRANE EXH
EXTENDING FROM FOOTING AND UP WALL AT LEAST 24" E
ABOVE PROPOSED FINISHED BOTTOM OF WINDOW WELL 1
GRAVEL ELEVATION. AT THE WINDOWS, THE WALL SHEET
WATERPROOFING IS TO EXTEND UP THE WALL AND
UNDER THE WINDOW /OVER THE ROUGH SILL. WINDOW IS
TO BE INSTALLED WITH 6" WATERPROOF WINDOW TAPE
OVER ALL FLANGES. THE DRAINAGE PLANE OF THE
THERMAL AND AIR INFILTRATION BARRIER ABOVE IS TO
PROPERLY OVERLAP AT THE WINDOW HEAD CONDITION.
BILCO SCAPEWELL 54 "x41" ,
MODEL #4048 -54
CONCRETE CUT OUT
NEW WINDOW TRIM /CASING /SILL
AND APPRON ARE TO MATCH THE
EXISTING TYPICAL UNITS STYLE
AND FINISH.
EFFORT IS TO BE MADE TO
PROTECT AND PRESERVE THE
WINDOW IS TO BE INSTALLED
WITH 6" WATERPROOF WINDOW
TAPE OVERALL FLANGES. THE
DRAINAGE PLANE OF THE
THERMAL AND AIR INFILTRATION
BARRIER ABOVE IS TO PROPERLY
OVERLAP AT THE WINDOW HEAD
CONDITION.
II II Main Level A---�
F. •
CEMENT STUCCO FINISH ON
THERMAL AND AIR INFLITRATION
BARRIER TO EXTEND FROM FINISH
ABOVE TO BOTTOM OF WINDOW
WELL.
EXPOSED FOUNDATION WALLS ARE
TO RECEIVE WATERPROOF
MEMBRANE EXTENDING FROM
FOOTING AND UP WALL. AT THE
WINDOWS, THE WALL SHEET
WATERPROOFING IS TO EXTEND UP
THE WALL AND UNDER THE
WINDOW /OVER THE ROUGH SILL.
III
I BILCO SCAPEWELL 54 "x41"
—MODEL #4048 -54
Lower Level
J -- -- Off
il III III —III. II
�1 DETAIL ELEVATION FOR WINDOW WELL.
3/8" = 1' -0"
RECEIVED
By David Rhoades at 2:08 pm, Jun 28, 2013
B13 -0021
1/411 = 1' -0"
PROJECT INFORMATION
Project description: The unit under this phase is adding 2 windows to
the north elevation and 2 windows in a new window well on the east.
A new Hot Tub slab and 2 ac condensing unit are proposed.
Detailed description on sheet A3.2
Location: 950 Red Sandstone Road, UNIT 16
Subdivision: Potato Patch Club Condominiums
Vail, Colorado 81657
Parcel Number 2101 - 063 -06 -016
Owner: Patsy Rowe
950 Red Sandstone Drive,
Potato Patch Club Condominiums, Unit 16
100 NONANTUM ST
NEWTON, MA 02458
Contractor: GE Johnson
Project coordinator Matt Lewis OAC
Architect: Martin Manley Architect
Jeffrey P Manley AIA
PO Box 1587
Eagle, CO 81631
970.328.5151
jeff @martinmanleyarchitects.com
Structural Engineer:KRM Consulting
Tim Hennum
PO Box 4572
Vail, CO 81658
970.949.9193
Class of Work: Renovation
Type of Construction: V -N
Type of Occupancy: R2 (condominium)
Sprinkler system: No
Levels: 2 -story + Basement unit
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