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ELECTRICAL PER�'1T
Electrical Permit Submittal Requirements I�ciy��a Heat Taae Instafiation
- Floor p!an/ Slte plan showing prop,�a��: �.vork
❑ Building Type
❑ Oaupanc.y Group listed on plans
r Load Calculatlons and one-line diagram when loads or circuits are being added
NOTE: Fvr Multi-Family and Commercia�bulldings—plans and calculatfons must be prepar�d by a CnloraGo Llr_ensed Electrical Engineer
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RM CONSULTANTS. INC.
structural engineering and design
September 13, 2010
Maximum Comfort Pool & Spa
PO Box 2670
Vail, CO 81658
Attn: Andrew Bokol
Re: Ballesteros Residence - Lionshead Centre - Unit#307
Job Number#1006-17
Dear Andy:
At the request of Tanya Moser, I made a site visit to the above referenced property on
June 29, 2010 and September 10, 2010 to observe and comment on the general condition
of the structure.
PURPOSE AND SCOPE:
The purpose of this structural observation and report is to determine whether the addition
of a hot tub on an upper exterior deck is structurally feasible. The opinions and
comments in this report are based on visual observation of the current condition of the
structure, without disturbing wall, ceiling or floor finishes.
BACKGROUND:
The building is a multi family condominium complex constructed during the early 1970s.
Unit#307 is at the upper level of the complex and has an exterior deck/patio off of an
upper bedroom. Some of the original construction documents, consisting of architectural
drawings prepared by Charles S. Sink&Associates Architects (dated June 25, 1969) and
structural drawings prepared by Johnson-Volland-Archuleta& Associates (dated June 25,
1969) were available for my use in understanding some of the construction of the
building.
6638 West Ottawa Avenue #220-I • Littleton, CO 80128
(303) 973-9806 • FAX 973-9847
KRM Consultants, Inc. September 13, 2010
Ballesteros Residence—Lionshead Centre Unit#307 Job Number#1006-17
OBSERVATIONS:
The exterior deck is surfaced with 2x decking and sleepers over the existing roof finish.
The existing framing beneath the planned spa location was verified by removing a small
ceiling fan in the bathroom area beneath the deck. The deck floor framing consists of 10"
deep open web bar joists spaced at approximately 34"o.c. and span approximately 14'-0.
The floor finish consists of a 3" composite steel decking and concrete floor slab. The
reinforcing in the slab and the thickness of the steel decking is unknown. At each end, a
16"deep steel beam carries the bar joists. By extrapolating information such as column
lines and isolated spread footings from the original drawings, the 16" deep steel beams
span 22'-4.
CONCLUSIONS:
It was reported that the new spa will be approximately six and a half feet square and
weigh approximately 3800 pounds when filled and occupied. The observed decking and
wood sleepers on the deck can not support the weight on their own. According to
information known about the bar joists, the spans, and slab,the hot tub may be added on
the deck.
RECOMMENDATIONS:
We recommend removing the wood sleepers and decking and position the new hot tub
directly on the main structure making sure to not puncture or damage the waterproof
membrane. We also recommend shoveling the snow off of the spa cover occasionally to
help with any excessive build up of snow during the winter months.
Please do not hesitate to contact us if you have any questions about this report, or if we
can be of further service.
Sincerely,
KRM Consultants, Inc.
Structural Engineering and Design
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