HomeMy WebLinkAboutDRB120452
Project Name:NORTH TRAIL T.H. WINDOW WELLS DRB Number: DRB120452
Project Description:
COMMON ELEMENT:CHANGE THE WINDOW WELLS FROM CONCRETE TO ROCKWELL GREY
WINDOW WELLS.
Participants:
OWNER CURRAN, TIMOTHY 09/19/2012
PO BOX 3493
VAIL
CO 81658
APPLICANT BURKE HARRINGTON CONSTRUCTIO 09/19/2012 Phone: 970-376-2256
PO BOX 2943
VAIL
CO 81658
License: C000003373
CONTRACTOR BURKE HARRINGTON CONSTRUCTIO 09/19/2012 Phone: 970-376-2256
PO BOX 2943
VAIL
CO 81658
License: C000003373
Project Address:2477 GARMISCH DR VAILLocation:
NORTH TRAIL TOWNHOMES UNITS C & D
Legal Description:Lot: Block: Subdivision: VAIL DAS SCHONE FILING 2
Parcel Number:2103-114-2800-1
Comments:See conditions
BOARD/STAFF ACTION
Motion By: Action: STAFFAPP
Second By:
Vote: Date of Approval: 09/21/2012
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
(PLAN): DRB approval shall not become valid for 20 days following the date of
approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS.
Cond: 202
(PLAN): Approval of this project shall lapse and become void one (1) year following
the date of final approval, unless a building permit is issued and construction is
commenced and is diligently pursued toward completion.
Planner:Warren Campbell DRB Fee Paid: $20.00
D Rc E OWE
TOWN of VAIC SEP 18 012
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TOWN OF VAIL
1 Department of Community Development
75 South Frontage Road
Vail, CO 81657
Tel: 970 - 479 -2128
www.vailgov.com
Development Review Coordinator
Application for Design Review
Changes to Approved Plans
General Information: This application is for all changes to approved plans prior to Certificate of Occupancy.
An application for Design Review cannot be accepted until all required information is received by the Commu-
nity development Department. Design Review approval expires one year from the date of approval, unless a
building permit is issued and construction commences.
Submittal Requirements:
1. Three (3) copies of all pertinent approved plans with illustrated, labeled changes
2. Joint Property Owner Written Approval Letter, if applicable.
Fee: $20
Single Family Duplex �� Multi - Family Commercial
Description of the Request: -e
Physical Address: Z1/ 7 -7 G�
Parcel Number: L 103 / ( 4 Z eO(2 (Contact Eagle Co. Assessor at 970 - 328 -8640 for parcel no.)
Property Owner: T ✓', Cc,, rra,
Mailing Address:
Owner's Signature:
Primary Contact/ Owner Representative:
Mailing Address:
E -Mail
Fax:
Phone:
Phone:
For Office Use Only:
Cash_ CC Vis / MC Last 4 CC # �� Exp. Date: Auth # (pc( 6 f 49 #
Fee Paid: 18a0100
Meeting Date:
Planner: wc_�
Received From: J4F-22t urwTo4
DRB No.: D pl?� I
//�� a Project No 1�J �Z — o � Zo
Zoning: Land Use: �^
Location of the Proposal: Lot:_ _ Block: H Subdivisio : Vgt�.l AS SCNo a FI'LIAJQ a
TOWN OF VAIL
JOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
The applicant must submit written joint property owner approval for applications affecting shared ownership properties
such as duplex, condominium, and multi- tenant buildings. This form, or similar written correspondence, must be com-
pleted by the adjoining duplex unit owner or the authorized agent of the home owner's association in the case of a con-
dominium or multi- tenant building. All completed forms must be submitted with the applicants completed application.
I, (print name) �L,,, 1i_,�_ a joint owner, or authority of the association,
of property located at Zq ?% <Z Ct✓ w, ,Sct Dr, provide this letter as written
approval of the plans dated which have been submitted to the
Town of Vail Community Development Department for the proposed improvements to be completed at the address not-
ed above. I understand that the proposed improvements include:
e-�- ;-_ 4 1 1, [.v r ., �,e_i w-e/�s -�� v, cC7nC /4
(Signature)
Additionally, please check the statement below which is most applicable to you:
(Date)
I understand that minor modifications may be made to the plans over the course of the review process to ensure compli-
ance with 0e Town's applicable codes and regulations.
IL
(Initial here)
I understand that all modifications, minor or otherwise, which are made to the plans over the course of the review pro -
CPSNrought to my attention by the applicant for additional approval before undergoing further review by the Town.
(Initial here)
IBasement Window Wells: Sizes Of Basement Window Wells I Photo...
11
ROCK%VELL
WINDOW WELLS
HOME PRODUCTS DISTRIBUTORS
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http://www.rockwellinc.com/windowWel]SizesA.htm]
CZJESTIONS?
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PREMIER SERIES
RockWell window wells have a stone texture that truly looks and feels like real stone. Adding great curb appeal and an
aesthetically pleasing view from the inside out. Our wells also allow for more light into an otherwise dark & drab basement.
Patent US 7,966,776
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Premier Series
Item
(I sit)
Projection
Height
Weight
WPT- 663924*
66
39
24
35
WPT- 663936*
66
39
36
50
WPT- 663948
66
39
48
70
WPT- 663960
66
39
60
1 80
*The 24 "and 36" heght Ket do not contan steps
Note:
All dimensions are in inches
Flange widths are 4.5 inches
Examples:
WPT- 663948 =Well, Single Step, Tan, 66x39x48
WPG- 663960 =Well, Single Z!!! Grey, 39x60
I of 9/18/20129:11 AM
Lon
Basement Window Wells: Example Brown & Gray Basement Window Wells I Photos Page 1 of 1
RMKAVELI; - CONTACT US
WINDOW WELLS
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Its Menu
P.
elite wells
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premier wells
►
cascade wells
ACCESSORIES
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covers
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grates
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ladders (optional)
INFORMATION
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product features
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safety
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literature
PRODUCT FEATURES
True Texture
Finally there is an alternative to unattractive window wells
RockWell has duplicated in great detail the texture and color of real stone. These window wells
and feel like real stone. /
True Texture is available in Sandstone Tan and Limestone Grey.
Durability
• Pea Gravel / Rock - NOT REQUIRED for Backfill
• High Strength - Will Not Collapse from Backfill
• UV stable and resistant to water, frost and extreme temperatures
• One -Piece Rigid composite construction
• Rust and rot proof
• IRC 2009 Compliant
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Simple Installation
• Weighs less than steel window wells
• One piece unit, no assembly required
• Mounts to foundation wall with wedge anchors
Safety
With Rockwell's built -in step, you will have peace of mind knowing that your
family can escape from your basement in the event of an emergency. Escape
steps provide emergency escape for family and fire and rescue personnel.
Sandstone Tan
4.
Limestone Gray
I
Copyright 2011 Rockwell Window Wells. All Rights Reserved. NOME PRODUCTS GALLERY DISTRIBUTORS RESOURCES ABOUT US CONTACT US
Patented Technology
WINDOW WELLS EGRESS WINDOW WELLS BASEMENT WINDOW WELL BASEMENT EGRESS WINDOW WELLS
http://www.rockwellinc.com/trueTexture.html
9/18/2012
Basement Window Wells: Emergency Escape Basement Window Wells
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IRC 2oo9 EGRESS CODE
VVEI'LS
Section R310
r elite wells
EMERGENCY ESCAPE AND RESCUE OPENINGS
► premier wells
R330.1 Emergency escape and rescue required. Basements with habitable space and every sleeping room shall have
at least one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms,
► cascade wells
emergency egress and rescue openings shall be required in each sleeping room, but shall not be required in adjoining areas
of the basement. Where emergency and escape and rescue openings are provided they shall have a sill height of not more
ACCESSORIES
than 44 inches (1118 mm) above the floor. Where a door opening having a threshold below the adjacent ground elevation
serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall
► covers
comply with Section 310.3. The net clear opening dimensions required by this section shall be obtained by the normal
operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a
► grates
finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with Section
R310.2.
► ladders (optional)
R330.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear
INFORMATION
opening of 5 square feet (0.530 m2).
► product features
Exception: Grade floor opening shall have a minimum net clear opening of 5 square feet (0.465 m2).
► safety
R330.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches (610 mm).
► warranty
R330.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm).
► builder resources
R330.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of
► literature
the room without the use of keys or tools.
R330.2 Window wells. The minimum horizontal area of the window well shall be 9 square feet (0.84 m2), with a
minimum horizontal projection and width of 36 inches (914 mm). The area of the window well shall allow the emergency
escape and rescue opening to be fully opened.
CONTACT US
Exception: The ladder or steps required by Section R310.2.1 shall be permitted to encroach a maximum of 6 inches
(152 mm) into the required dimensions of the window well.
R310.2.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches (1118 mm) shall be equipped
with a permanently affixed ladder or steps usable with the window in the fully open position. Ladders or steps required
by this section shall not be required to comply with the sections R311.5 and R311.6. Ladders or rungs shall have an
inside width of at least 12 inches (305 mm), shall project at least 3 inches (76 mm) from the wall and shall be spaced
not more than 18 inches (457 mm) on center vertically for the full height of the window well.
R310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. The bulkhead
enclosure with the door panels in the fully open position shall provide the minimum net clear opening required by
Section R310.1.1. Bulkhead enclosures shall also comply with Section R311.5.8.2.
R310.4 Bars, grills, covers and screens. Bars, grills, covers and screens or similar devices are permitted to be
placed over emergency escape and rescue openings, bulkhead enclosures, or window wells that serve such openings,
provided the minimum net clear opening size complies with Sections R310.1.1 to R310.1.3, and such devices shall be
releasable or removable from the inside without the use of a key, tool or force greater than that which is required for
normal operation of the escape and rescue opening.
Copyrght 2011 RockWel Window Wets. All Rghts Reserved. HOME PRODUCTS GALLERY DISTRIBUTORS RESOURCES ABOUT US CONTACT US
Patented Technology
WINDOW WELLS EGRESS WINDOW WELLS BASEMENT WINDOW WELL BASEMENT EGRESS WINDOW WELLS
1 of 1 9/18/2012 9:10 AM
IBasement Window Wells: Polycarbonate Basement Window Wells C...
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WINDOW WELLS
HOME PRODUCTS DISTRIBUTORS
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Project Number: U1080- 001 -081
August 29, 2008
Rockwell, Inc.
55 East 600 South
Provo, UT 84606
ATTENTION: Mr. Vaughn Cook
REFERENCE: ROCKWELL FIBERGLASS WINDOW WELL
RISA 3D ANALYSIS OF 8' -6" TALL WINDOW WELL
Mr. Cook:
Per your request, we have created a computer model of the Rockwell Window Well using
RISA 31). Using the RISA 3D computer model, we have analyzed the Rockwell Fiberglass
Window Well to determine if the window well can support lateral earth pressures up to 62
pounds per cubic foot (pco. The following criteria was used in the analysis:
1. Window well dimensions = 66 inches wide x 44 inches deep x 102 inches
high. See sheets 5 thin 7 in the structural calculations for actual shape
and dimensions of window well.
2. Wall connection = Minimum of eight (8) anchors at each flange on each
side of window well. Anchors to be spaced a maximum of 18 inches on
center.
Fiberglass material properties:
Flexural Yielding Stress =
35,064 psi
Flexural Modulus =
1,516,000 psi
Shear Yielding Stress =
48,555 psi
Compression Yielding Stress =
15,189 psi
Tension Yielding Stress =
13,747 psi
Coefficient of Thermal Expansion =
0.000015 in/in/ °F
Based on our computer analysis using RISA 31), the above referenced Rockwell Fiberglass
Window Well can support lateral soil pressures up to 62 pcf. See the structural calculations
(prepared by our office) dated August 29, 2008 for supporting calculations and additional
information.
We hope this meets your needs. If you have any fiuther questions regarding this matter,
please contact this office at your convenience.
Sincerely,
L. R. NELS, �ULTING ENGINEERS, LLC
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Brett D. Young, P.E., S.E.
Managing Engineer
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