HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5D LOT N GATEWAY �., � �
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TOWN OF VAIL �
Department of Communiry Development
75 South Frontage Road
[/ail, Colorado 81657
970-479-2138
FAX 970-479-2452
March 30,2000
Ms. Mary Gorham
Colorado State Plumbing Board Investigators OCfice
Fax#303-894-7(92
Re: Follow up to our telephone conversation
Dear Ms. Gorham,
Here is the follow-up correspondence you have requested in r�gards to a plumbing and mechanical pernut
issued for a remodel located at the Vail Gate«•a��Plaza Condominiums, Unit#5 in Vail Colorado.
The o«�ner of this unit is listed as a Charles R.Lipcon. The plumbing pernut number is P96-0062 and the
mechanical permit number is M96-00�3. Both of these permits��ere issued to Colorado Phunbing Sen�ice.
Colorado Plumbing Service is listed in our contractor file as having a State Master Plumbing License of
#799. The work description for both of these pennits is for an interior remodel. Neither pennit discloses
the fact that any mechanical equipment was to be installed during the remodel. The inspection history does
not show an}•inspections occurring on any mechanical equipment I performed a final inspection for both
of these permits on 8/2)/97. During the final inspection I�r�ould not ha��e been able to��erif�-if an}�air
conditioning system or heating system would be adequately sized to pro��ide the proper conditioning of the
interior space,nor���ould I ha�-e inspected such systems because it had not been disclosed on the pennit
description.
Please be aware tliat the final inspection was performed over two and a half}-ears ago and the only
information I have to rely on is the information in our permanent files. These files do not sho��•any
mechanical equipment being added during the remodel. It is customary for the Town of Vail's Building
Department to require cutsheets and manufacturer specifications on any new equipment being installed.
We would not ha��e required any heat loss calculauons on a remodel if there were not an addition being
done to the unit.
I Uust that this is the type of correspondence you have requested of ine. If you have any further concerns.
feel free to contact me at 970-479-2142.
erely,
lie Davis
Senior Building Inspector/Plans Examiner
Town of Vail
��.•RECYCLEDPAPER IIIIIIII III III IIII IIIII IIN III IIIIIII II II II
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,����-�-, Design Review Action Form
T04VNOFYAIL '' TOWN OF VAIL
Project Name: Gateway Unit #5
Project Description: One-year extension of previous approval for a residential addition
Owner, Address and Phone: Vail Apartments, Inc.
Architect/Contact, Address and Phone: Steve Riden, PO Box 3258, Vail, CO 81658
Project Street Address: 12 Vail Road
Legal Description: A portion of Block 5D, Vail Village First Filing
Parcel Number: Building Name: Gateway Plaza
Comments: Project#: PRJ99-0177
Board / Staff Action
Motion by: Action: Staff Approved
Seconded by:
Vote:
Conditions:
Town Planner: Brent Wilson
Date: June 16, 1999 DRB Fee Pre-Paid: $50.00
F:\EVF,RY ONE�.DRB�A}'PROV A1,�99�GATEW Al'S.WPD
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, „ `�'��ign Review Action �
TOWN OF VAIL
Category Number Date ='—%Ji ;i�
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Project Name: ���,���r _,. -� ���==��_ � ��-r�;�� i`-�;���i
Building Name: �t�� � ��-��,-�- �r,�� �����'
Project Description:
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Owner, Address and Phone: ' ! +-� 1 �:��{,�r;� i�`�_1i-, �.�L
Architect/Contact, Address and Phone: -�,�:� �; -�=s1 ".< x; �.�
Legal Description: Lot Block Subdivision � `: i!,ac;C ��- '� Zone District
Project Street Address:
Comments:
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Board / Staff Action
Motion by: Vote:
Seconded by:
❑ Approval
❑ Disapproval
� Staff Approval
Conditions: �,���,,,�,� -�—�? � :.F�;;; - �
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Town Planner
Date: � � �., DRB Fee Pre-paid
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MEMORANDUM
TO: Vail Town Council
FROM: Community Development Department
DATE: September 17, 1996
SUBJECT: Proposed condition of approval for the first reading of Ordinance#17, Series of
1996.
On September 16, 1996, the Community Development Department received a letter from Norman
R. Helwig, P.C., dated September 11, 1996, regarding the proposed major amendment to Special
Development District#21 (see attached).
Mr. Helwig represents the interests of the Vail Gateway Plaza Condominium Associarion.
According to Mr. Helwig, Mr. Leo Palmos, represents Palmer Development Company. Mr.
Palmos' signature is required,pursuant to the Association Declarations,to consent to the use of
any reserved development rights. Mr. Palmos' signature was not intended to infer approval of the
� Vail Gateway Plaza Condominium Association.
Mr. Helwig indicates in his letter that the Association needs to meet to discuss the proposed
major SDD amendment. Mr. Helwig further indicates that the board of directors of the
Association has reviewed and recommended approval of the major amendment, and anticipates
that the members will vote in favor of the proposed amendment at a forthcoming meeting.
Upon reading Mr. Helwig's letter, staff would make the following recommendation:
Should the Vail Town Council choose to approve the proposed major SDD amendment to Special
Development District#21 on first reading of Ordinance�17, Series of 1996, staffv��ould
recommend that the morion include a condition requiring the applicant to provide the Community
Deve opment Department with an approval letter from the Vail Gateway Plaza Condominium
Association,prior to scheduling the second reading of the Ordinance#17, on the Vail Town
Council agenda. _ __ __. __
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�Staff would further recommend that prior to scheduling second readin of Ordinance#17,on the
Vail Town Council agenda,tbe illegal,neon illummahon on the newly erected joint directory sign
located on the west side of the Gateway Building,be removed and brought into compliance with
the original Design Review Board approval.
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ORDINANCE 17,
Series of 1996
AN ORDINANCE PROVIDING FOR THE MAJOR AMENDMENT OF SPECIAL DEVELOPMENT
DISTRICT NO. 21, VAIL GATEWAY; AMENDING AN APPROVED DEVELOPMENT PLAN FOR
SPECIAL DEVELOPMENT DISTRICT NO. 21 IN ACCORDANCE WITH CHAPTER 18.40 OF
THE OF THE VAIL MUNICIPAL CODE; LOCATED AT 12 VAIL ROAD/A PORTION OF LOT N,
AND A PORTION OF LOT O, BLOCK 5D, VAIL VILLAGE 1 ST FILING,
AND SETTING FORTH DETAILS IN REGARD THERETO.
WHEREAS, Chapter 18.40 of the Vail Municipal Code authorizes Special Development
Districts within the Town in order to encourage flexibility in the development of land; and
WHEREAS, Special Development District No. 21 was established by the Town Council on
2nd Reading of Ordinance No. 9, Series 1988.
WHEREAS, the developer and applicant, Vail Apartments, Inc., has submitted an
application for a major Special Development District amendment for a certain parcel of property
within the Town, known as the Vail Gateway Building, and as Special Development District No.
21; and
WHEREAS, in accordance with Section 18.66.140, the Planning and Environmental
Commission, on August 26, 1996, held a public hearing on the major amendment of an SDD and
has submitted its recommendation of approval to the Town Council; and
WHEREAS, all notices as required by Section 18.66.080 of the Vail Municipal Code, have
been sent to the appropriate parties; and
WHEREAS, the major amendment to the approved development plan has been reviewed
pursuant to Section 18.40.100 of the Town of Vail Municipal Code; and
WHEREAS, the Town Council has held a public hearing as required by Chapter 18.66 of
the Municipal Code of the Town of Vail; and
WHEREAS, the Town Council considers that it is reasonable, appropriate and beneficial
to the Town and its citizens, inhabitants and visitors to amend the originally approved Special
Devetopment District No. 21.
NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF
VAIL, COLORADO, THAT:
� Section 1 Amendment procedures fulfilled Planning and Environmentat Commission
Report• The review procedures prescribed in Chapter 18.40 of the Vail Municipal Code have
been fulfilled and the Town Council has received the report of the Planning and Environmental
Commission recommending approval of the proposed amendment to the development plan for
Special Development District No. 21.
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1 Ordinance No.17,Series of 1997
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� tion 2. Special Development District No. 21 and the amended development plan
therefore, are hereby approved for the redevelopment for the expansion of Gross Residential
Floor Area in Unit No. 5, Vail Gateway Condominiums.
�Section 3. Pur�pse
Special Development District No. 21 is intended to insure comprehensive development and use
of an area in a manner that will be harmonious with the general character of the Town of Vail.
The development is regarded as complimentary to the Town by the Town Council and meets the
Design Standards as set forth in Section 18.40 of the Municipal Code. As stated in the staff
memorandum dated August 26, 1996, the major SDD amendment request is in compliance with
the goals and objectives of the Vail Comprehensive Plan as well as the �ur�ose section of the.
SDD Overlay Zone District. SDD No. 21 provides an appropriate development plan that
maintains the unique character of this site and the surrounding area without negatively impacting
existing or potential uses in the area.
� tion 4. The Town Council finds that the amended development plan for Special
Development District No. 21 meets each of the standards set forth in Section 18.40.080 of the
Municipal Code of the Town of Vail. In accordance with Section 18.40.040, the amended
development plan for Special Development District No. 21 is approved and Special Development
District No. 21 is hereby approved for the property described in the attached Exhibit A. The
amended development plan is comprised with those plans submitted by Buff Arnold, Ned
Gwathmey, and Steve Riden, and consists of the following documents:
1. Site plan, dated March 28, 1988
2. Floor plans, dated March 28, 1988 and revised (partial) plans dated February 28,
1996.
3. Elevations dated March 28, 1988 and revised (partial) plans dated February 28,
1996.
4. Landscape plan dated March 28, 1988
5. Special Development District application and Environmental Impact report as
prepared by Peter Jamar Associates, Inc., dated January 1988, and revised
March 9, 1988.
Section 5. Ap�roved Development Standards
The development standards for Special Development District No. 21 are approved by the Town
Council as part of the approved development plan as follows:
A. Setbacks - Setbacks shall be as indicated on the site plan set forth in Section 4 of
this Ordinance.
2 Ordinance No.17,Series of 1997
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B. Building heights shall be as indicated on the elevations and roof plan set forth in
Section 4 of this Ordinance.
C. Site Coverage - Site coverage shall be as indicated on the site plan set forth in
Section 4 of this Ordinance.
D. Landscaping - The area of the site to be landscaped shall be as generally
indicated on the prefiminary landscape plan set forth in Section 4 of this
Ordinance.
E. Parking - Parking demands of this development shall be in accordance with the
developer's proposal to provide 95 parking spaces.
�. Density -The density allowed in Special Development District No. 21 shall be 7
dwelling units consisting of not more than a total of 12,815 sq. ft. of GRFA.
ec i n 6. The uses of Special Development District No. 21 are uses permitted by
right, conditional uses or accessory uses in the Commercial Core I Zone District. The permitted
uses in the Special Development District shall be the same as those uses permitted in the
Commercial Core I Zone District. Conditional uses in the Special Development District shall be
the same as the conditional uses listed in the Commercial Core I Zone District, and accessory
uses in the Special Development District shall be the same as the accessory uses listed in the
Commercial Core I Zone District.
c ion 7. Amendments to the approved development plan which do not change its
substance may be approved by the Planning and Environmental Commission at a regularly
scheduled public hearing in accordance with the provisions of Section 18.66.060. Amendments
which do change the substance of the development plan shall be approved in accordance with
Sections 18.66.110 through 18.66.160. The Community Development Department shall be solely
responsible for determining what constitutes a change in the substance of the development plan.
An application for an amendment to the Special Development District which changes the
substance of the development plan shall comply with requirements of Section 18.40.030 except
that the Community Development Department shall determine which property in the Special
Development District is being directly affected by such amendment and the consent of only those
owners of said property shall be required to be included in the application.
.$g� i n . If any part, section, subsection, sentence, clause or phrase of this
ordinance is for any reason held to be invalid, such decision shall not affect the validity of the
remaining portions of this ordinance; and the Town Council hereby declares it would have
passed this ordinance, and each part, section, subsection, sentence, clause or phrase thereof,
regardless of the fact that any one or more parts, sections, subsections, sentences, clauses or
phrases be declared invalid.
3 Ordinance No.17,Series of 1997
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i n 9. The Town Council hereby finds, determines, and declares that this
ordinance is necessary and proper for the health, safety, and welfare of the Town of Vail and the
inhabitants thereof.
Section 10. The repeal or the repeal and reenactment of any provision of the Municipal
Code of the Town of Vail as provided in this ordinance shall not affect any right which has
accrued, any duty imposed, any violation that occurred prior to the effective date hereof, any
prosecution commenced, nor any other action or proceedings as commenced under or by virtue
of the provision repealed or repealed and reenacted. The repeal of any provision hereby shall
not revive any provision or any ordinance previously repealed or superseded unless expressly
stated herein.
INTRODUCED, READ ON FIRST READING, APPROVED, AND ORDERED PUBLISHED
ONCE IN FULL ON FIRST READING this 17th day of September, 1996, and a public hearing
shall be held on this Ordinance on the 1 st day of October, 1996, in the Council Chambers of the
Vail Municipal Building, Vail, Colorado.
Robert W. Armour, Mayor
ATTEST:
Holly McCutcheon, Town Clerk
INTRODUCED, READ, ADOPTED AND ENACTED ON SECOND READING AND
ORDERED PUBLISHED (IN FULL) (BY TITLE ONLY) THIS DAY OF ,
1996.
Robert W. Armour, Mayor
ATTEST:
Holly McCutcheon, Town Clerk
4 Ordinance No.17,Series of 1997
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EXHIBIT A
VAIL GATEWAY BUILDING, 12 VAIL ROAD AND MORE SPECIFICALLY DESCRIBED AS
FOLLOWS: A PORTION OF LOT N, AND A PORTION OF LOT O, BLOCK 5D, VAIL VILLAGE
1 ST FILING.
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. 5 Ordinance No.17,Series o`
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• , j � NORMAN R. HELWIG, P.C.
.. Attorney at Law
1000 South Frontage Road West
Suite 200-A
Vail Colorado 81657 . --
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Telephone: 970-479-9579 r�'�t;` ' � i�,a � �s�` a''� ����
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Facsimile: 970-479-9481 ��� �",,���'�='�� ��;���
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Denver Line: 303-893-1226 "
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September 11, 1996 �'�` ` �`�"
Greg Moffet, Chairman
Plannino and Environmental Commission
Town of Va i l
75 South Frontage Road
Vail, CO 81657
Re: Vail Gateway Plaza Building
Residential Unit No. 5
Dear Mr. Moffet:
I represent the Vail Gateway Plaza Condominium Association. John Dunn, a
local attorney representing Knightsbridge Corp. (the owner of Unit 2 in the Vail
Gateway Plaza Building), has contacted me regarding a letter of approval that was
signed by Leo Palmer nka Leo Palmos on July 18, 1996 regarding approval of a roof
deck enclosure project adjacent to Residential Unit 5.
Please be advised that it is my understanding that Mr. Palmos signed the
approval letter in his capacity as a principal of Palmer Development Co., the developer
for the building. As the developer and Declarant under the Association Declaration, it
was necessary for Palmer Develoqment Co. to consent to the use of reserved
development rights by the owner of Unit 5 with respect to the roof enclosure project.
To the extent that Mr. Palmos may have inferred in the letter that he was
providing approval for the project on behalf of the Association, you should know that
the members of the Association have not yet conducted a meeting concerning this
project, and that the members of the Association have therefore not yet voted to
approve the project. The board of directors of the Association has reviewed and
recommended approval of the project, and we anticipate that the members of the
Association will, in fact, vote to approve the project at the Association's forthcoming
meeting. In the meantime, however, your office should not be under the impression
that the Association has formally approved the project at the member level.
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- � Greg'Moffet
� September 11, 1996
Page 2
A meeting of the members of the Association will be scheduled to take place in
the very near future, and I will certainly let you know the results of that meeting. Please
let me know if I can provide you with any additional information.
Very truly yours,
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N man R. Helwig '
cc: John Dunn
Don Schaper
Charles Lipcon
Steve Riden
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TOWN OF VAIL
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75 South Frontage Road Department of Commu�titv Development
vail, Colorado 81657
970-479-2138/479-2139
FAX 970-479-2452
August 27, 1996
Steve Riden
P.O. Box 3238
Vail, CO 81658
RE: The Proposed major SDD amendment to Special Development District#21 (Vail
Gateway Building)
Dear Steve,
7"hank you for appearing before the Town of Vail Planning and Environmental Commission, on
Monday, August 26, 1996 ��th the proposed request for a major amendment to Special
Development District#21 (�'ail Gateway Building).
As you are aware, the Plaaning and Environmental Commission members unanimously
recommended approval of your request to the Vail Tov�m Council. The next step in the review
process will be the first reading of a proposed ordinance amending Special Development District
#21 by the Vail Town Council. I have scheduled first reading of the proposed ordinance on
Tuesday, September 17, 1996. If this date is not convenient, please contact me so we can
schedule an altemate date.
Should you have any questions or concems with regards to the information addressed in this
letter, as always,please do not hesitate in giving me a call. I can be reached most easily during
regular office hows at 479-2145.
Sincerely,
1�,.�,. 1�`."�Z-�-1
George Rather
Town Planner
��REC3'CLED PAf'ER
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MEMORANDUM
TO: Planning and Environmental Commission
FROM: Community Development Department
DATE: August 26, 1996
SUBJECT: A request for a major amendment to Special Development District(SDD) #21,
located at 12 Vai] Road (Gateway Building, Unit#5)/Part of Lot N and part of Lot
O, Block SD, Vail Village l st Filing.
Applicant: Steve Riden,representing Vail Apartments Inc.
Planner: George Ruther
I. PROJECT OVERVIEW AND BACKGROUND
On April 5, 1988, the Vail Town Council approved Special Development District(SDD)#21,
�Ordinance#9, Series l 988), authorizing the construction of the Gateway Building in accordance
with the approved development plan. 'The Gateway Building was constructed in 1990, and
, contains a mix of retail, restaurant, and residential uses. The SDD approval allowe or e
construction of twelve dwelling units, consisting of not more than a total of l 3,000 sq. ft. of
GRFA. The developer chose to construct only seven dwelling units, with a total square footage
of 11,999 square feet to date. Thus, 1,001 square feet of the approved GRFA, and 5 dwelling
units, wcre not constructed.
In thc fall of 1995,the Planning and Environmental Commission (PEC), and the Design Review
Board (DRB)approved an interior remodcl of Unit No.S that converted vaulted areas over the
dining room and bedroom, into usable floor area, and removed the ceiling over the living room
creating a new vaulted area. The floor area calculations confirm that this interior remodcl added
356 squarc feet to the unit. Thus, the total GRFA contained within thc building is now 12,355
square feet. ���,�.
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The applicant is now proposinb to ¢nclose a portion of an existing exterior deck, along the
east side of the upper level of Unit No. 5. The applicant wishes to extend an existing gabled
roof to the east (out over the deck), install new walls and windows to produce an "atrium-
like" addition to the unit. The proposed addition results in 460 square feet of new GRFA.
Thus, the new total GRFA for the Gateway project would be 12,815 square feet.
The applicant has staked out the proposcd addition. The staking is visible from the south end of
Craig's Market parking lot and from the western half of the south roundabout at the main Vail
interchange.
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11. CRITERIA TO BE USED IN EVALUATING TH�iS PROPOSAL
The proposed amendment described in Section I of this memorandum, is considered to be major
amendment to the approved SDD #21. According to the Town of Vail Municipal Code, a major
amendment is defined as:
"any proposal to change uses; increase gross residential floor area; change the number of
dwelling or accommodation units; modify, enlarge or expand any approved Special
Development District (other than minor amendments as defined in subsection
18.40.020B)."
Since the applicant's proposed addition involves an increase in gross residential floor area, the
�roposal is required to follow the major SDD amendment procedure. The PEC shall provide a
recommendation to the Town Council regarding the proposal. The Town Council shall review
the proposal via two readings of an ordinance.
III. SPECIAL DEVELOPMENT DISTRICT CRITERIA
As provided for in Chapter 18.40 of the Municipal Code, there are nine SDD review criteria
which are to be used to evaluate the merits of a proposed major SDD amendment. The review
criteria, and the staff's analysis of the proposal's compliance with the review criteria, are as
follows:
A. Design compatibility and sensitivity to the immediate environment, neighborhood
and adjacent properties relative to architectural design, scale, bulk, building height,
buffer zones, identity, character, visual integrity and orientation.
Two main issues will be discussed under this criteria. The first is related to the impacts of
the proposed addition on views of Vail Mountain from the roundabout area. The second
is related to the compatibility of the proposed addition with the architecture of the existing
Gateway Building. , ,
The view issue was discussed during the PEC and Council reviews of the initial Gateway
Building proposal in the late 1980's. The impacts of the building's roof line on the view of .
Vail Mountain from the original four-way-stop were the subjcct of much discussion. A
view analysis was requested by staff and provided by the developer. That analysis
� � compared the impacts of the roof lines proposed at the Gateway Building with the
-��i3? approved development plan for Phase IV of the Vail Village Inn. As a result of the view
� '�`� analysis,the roof line of the Gatcway Building was modified. The eastern-most ndge line
was lowered and the gap or"notch"between the eastern ridge and the western ridge was
widened. Lowering the eastcrn ridge had a positive effect on views, and the notch
between the two main ridgcs also improved the view of Vail Mountain from the four-way
stop. A copy of the view analysis is attached to this memorandum.
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The Town recently completed thc construction of a modern roundabout at the main Vail
interchange. The roundabout effectively replaced the 4-way stop. The geometry and
function of the roundabout is dramatically different than the 4-way stop. Thus, staff re-
visited the view impacts of the Gateway Building related to the proposed addition. The
addition will encroach into the notch between the two main ridge lines on the building.
Staff did both a drive-by and a walking analysis of view impacts from the south
roundabout area. We concluded that although the addition encroached into thc notch
between the ridge lines the impacts on views to Vail Mountain are relat�vely insigntficant.
� The majority of the ski mountain remains��isible over the top of the Gateway Buildmg.
The view through the notch is very small and is visible only for a few seconds when
driving around the western half of the roundabout. Given the fact that cars in the
roundabout are continuously in motion, staff feels that visitors to the Town of Vail will be
more intent on watching what is happening with other cars, or trying to determine which
exit to take, rather than attempting to look through the notch on the Gateway Building to
see Vail Mountain.
The second issue regarding this criteria has been adequately addressed by the architect,
with one exception. The addition will e�ctend the existing gabled roof form over the deck,
and the architect has chosen materials and colors to match the existing finish materials on
the building. A large section of windows have been incorporated into the south roof line
to allow light and air in the addition and to take advantage of the southern solar ex�sure.
This will give the addition a significantly different look than the remainder of the building.
Staff is concerned with the architectural compatibility of this element of the esign. The
Vail Village Design Guidclines states that desi s shoul :
"...avoid roofs which tend to stand out individually or distract visually from the
overall character {ofthe building}."
Staff believes that the window/roof desi�m of the addition is distracting to the overall
�character of the south elevation of the building.
Staff feels that the addition will not add significantly to the mass and bulk of the building.
The proposed addition will not extend the building hcight above its existing maximum
height of 54' (south elevation). Elevations and sections of the proposed addition are
attached to this memorandum for reference. Staff feels that the proposed addition will
have little, or no impact on surrounding propertics, buildings and views. The proposed
addition is in harmony with the existing structure in regard to architectural design, scale,
bulk and building height, with the exception of the large, "greenhouse type" windows on
the south elevation.
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B. Uses, activity and density which provide a compatible, efficient and workable
relationship with surrounding uses and activity.
SDD#21 authorized a mixed-use development including residential dwelling units. The
original approval allowed up to twelve dwelling units with a maximum GRFA of 13,000
square feet. If this proposal is approved and constructed, the Gateway Building will
contain 12,815 sq. ft. of GRFA within the seven existing dwelling units. Since the original
SDD anticipated a mix of uses including residential uses, and since the proposed addition
will not exceed the allowable GRFA authorized in the original SDD, staff feels that the
proposed use and density are compatible, efficient and workable with the surrounding uses
and activities.
C. Compliance with parking and loading requirements as outlined in Chapter 18.52.
Parking requirements for SDD#21 were based on the Code requirements in the Off-Street
Parking section of the Zoning Code. Based on the current mix of retail,restaurant, and
residenrial uses,the parking requirement is 95 spaces. A multi-level parking garage was
constructed underneath the Gateway Building that accommodates 95 parking spaces. The
additional square footage being requested by the applicant does not increase the parking
requirement for Unit 5, since tbis unit is already at the maximum parking requirement of
2.5 spaces. Thus,no additional parking is required by the proposed addition and the
proj ect meets the current off-street parking requirement. The proposal does not impact the
loading requirements for the building.
D. Conformity with applicabie elements of the Vail Comprehensive Plan,Town policies
and Urban Design Plans.
VAIL LAND USE PLAN
The goals contained in the Vail Land Use Plan are to be used as the Town's policy
guidelines during the review process for new or amended development proposals. The
staff considered the following Land Use Plan Goals/Policies during the original review of
the proposed SDD. Staff believes that these goals and policies continue to be applicable
with regard to the current major SDD amendment proposal:
1_1 Vail should continue to grow in a controlled environment,maintaining a
balance between residential, commercial and recreational uses to serve both
the visit�r and the permanent residcnt.
1.12 Vail should accommodate most of the additional growth in existing
developed areas (infiil arcas).
4_2 Increased density in the core areas is acceptable so long as the existing
character of each area is preserved through implementation of the Urban
Design Guide Plan and the Vail Village Master Plan.
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Overall,the staff believes that the proposed major SDD amendment application meets the
goals and policies of the Land Use Plan as described above.
VAIL VILLAGE MASTER PLAN
T'he Gateway Building is located at the northwest corner of the area considered in the Vail
Village Master Plan. On the Mastcr Plan map, the Gateway is part of Area P, the
"periphery/surrounding area"of the Village area. Thc Land Use Plan, completed after
SDD #21 was approved, acknowledged thc SDD approval noting that the Gateway site
would be developed as a mixed-use project. The Gateway Building is noted as Study
Area 1-I 1, the Gateway Site, in the Land Use Plan. Study Area 1-11 of the Land Use
Plan states:
"If existing approval expires (SDD#21), this site should be studied to determine
best use. Preservation of the view corridor from the 4-way stop to Vail Mountain
(relative to the Vail Village Inn Final Phase), is essential, as is a substantial
plaza/green space area on the northwest corner."
As discussed in Criteria A above, staff has reviewed the file and attached a copy of a View
Analysis that compares the approved Gateway roofline with the approved Vail Village Inn
Phase IV expansion. Staff feels that the construction of the roundabout has changed the
area of the 4-wav dramaticallv and that the roundabout has created a more efficient traffic
flow. Staff feels that the area in and around the roundabout is not conducive to
pedestrians lingering and viewing thc mountain and feeis that views of Vail Mountain,
through the notch in the Gateway Building, are not as important as they may have been
when the Land Use Plan was originally approved. Staff believes that significant v�ews are
still available over the top of the existing Gateway Building, and that the proposed
�ddition would have little, or no impact on the overall view.
The Building Height Plan shows thc Gateway Building at 5 stories, and indicates that it
does not conform to the plan (story height at 9 feet). The elevation of the existing ridge is
54 feet above grade along the south elevation. The applicant wishes to extend this ridge
line approximately 28 feet to the cast. ?his will raise thc height of the building in the
notch area. Staff believes that the additional height is not detrimental given the mass, bulk
and height of the entire building
E. Identification and mitigation of natural and/or geologic hazards that affect the
property on which the special development district is proposed.
This criteria is not applicable.
F. Site plan, building design and location and open space provisions designed to
produce a functional development responsive and sensitive to natural features,
vegetation and overall aesthetic quality of the community.
P:�everyone�pec�memos�gateway I.826 5
� � • •1
The applicant proposes to extend the existing western-most ridge linc of the Gateway
Building approximately 28' to the east. Extending this ridge line would cut into the
notched out area between the western and eastern ridgcs. Staff fcels that this will not
adversely impact the aesthetic quality of the building or the community in general, even
though a minor portion of the view of Vail Mountain would be eliminated. After .•
reviewing the case files including the Planning and Environmental Commission and Town
Council memos and minutes from the original public hearings on SDD# 21, staff believes
that much of the discussion over views was related to a concern of a very large building
replacing a very small building.
During the discussion of the original SDD, an Amoco Station was present on the site.
This was a one-story building that allowed for significant views over its roof from the area
of the 4-way stop. Phase IV of the Vail Village Inn had not been constructed, and views
of the lower portion of the mountain still existed. The PEC and Council members were
reacting strongly to the signi�carit loss of views resulting from the approval of Phase IV of
the Vail Village Inn. The Town officials simply did not want to loose any more of the
mountain view from the 4-way stop. Thus, it is understandable that the building height
and its impacts on views was thoroughly discussed at that time.
Staff feels that the change in conditions at the main Vail interchange (i.e. roundabout
construction) combined with the existing location of the Gateway Building and its roofline
have made the view issue clearer. Staff feels that the notch between the eastem and the
western ridges on the Gateway Building is no longer as important a view as it was
considered during the original SDD discussions. Thus, staff feels that the proposed
addition does not significantly alter the building design or significantly impode views of
Vail Mountain from the entryway to Town.
G. A circulation system designed for both vehicles and pedestrians addressing or� and
.
off-site traffic circulatoon.
This criteria is not applicable at this time.
H. Functional a�nd aesthetic landscaping and open space in order to optimize and
preserve natural features, recreation, views and functions.
This criteria is not applicablc.
I. Phasing plan or subdivision plan that will maintain a workable, functional and
efficient relationship throughout the development of the special development
district.
This criteria is not applicablc to the request.
F:�everyone�pec�memos�ga[eway1.826 6
. • �
IV. STAFF RECOMMENDATION
The Community Development Department staff recommends approval of the applicant's
'. re uest for a ma'or amendment to SDD #21, to allow for an extenor addrtion to Unrt No.
5 at the Gateway Building Staff believes the proposal meets the review criteria for major
SDD amendment applications as detailed in Section III of this memorandum. The ma�or
SDD amendment request is in compliance with the goals and ob�ectives of the Vail_
Comprehensive Plan, as well as the purpose sect�on of the SDD overlay Zone District.
Staff is concerned that the south elevation of the proposed addition is not architecturally
compatible with the remainder of the building. Staff recommends that:
1. The PEC require the Design Review Board to closely review the proposed south
elevation of the building and insure that the addition is architecturally compatible
with the remainder of the building.
Z. �E�-�.? c.ot.��ao. ���1�'
Should the Plannmg and'Environmental Commission choose to recommend approval of
the applicant's major SDD amendment request to the Vail Town Council, staff would
recommend that the PEC make the following findings:
.� 1. That the requested major amendment to Special Development District#21, has
,�O been reviewed in accardance with Chapter l 8.40 of the Town of Vail Municipal
4` Code, and that, thc proposed amendment is in conformance with the review
critcria evaluated in Section III (Special Development District Criteria)of this
memorandum, dated August 26, 1996.
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Charles& Irmgard Lipcon ..�
430 N. Mashta Drive
Miami, FL 33149
January 22, 1996
Re: Vail Gateway Unit #5
Dear NIr. & Mrs. Lipcon,
On behalf of Mr. Karl Kerhman we are enclosing a proposal to enclose a portion of the
roof deck of Unit #5 at the Vail Gateway Building. The Town of Vail is reyuesting each
Owner of a unit within the building agree that they have no objection to the addition. We
are also enclosing for your convenience a form letter, should you care to use it. Please note
that the addition has nU effect on any other unit in the building and in no way compromises
the status of the existing property.
If you need any further assistance or explanation on this matter, please feel free to contact -
me at your convenience.
Sincerely,
_��
'—
Steve James Riden A.I.A.
Enclosures: 2 �
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• MEMBER OF AMERICAN INSTITUTE OF ARCHITECTS •
. � � � �
.
THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE IS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the
Town of Vail on August 26, 1996, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request for an interior remodel to add a bedroom and bathroom of approximalely 250 square
feet, in the existing basement utilizing the 250 Ordinance, located at 1588 Golf Terrace/Vail Golf
Course Townhomes, Unit 40.
Applicant: Richard Callahan
Planner: Lauren Walerton
A request for a wall height variance to allow for a retaining wall to exceed three feet in height in
the front setback located at 425 Forest Road/Lot 4, Block 2, Vail Village 3rd Filing.
Applicant: Sara Rockwell, Jean Paul and Pam Beneducci
Planner: Dirk Mason
A request for a major SDD amendment to allow for the enclosure of a roof deck located at 12 Vail
Road/Lot N, Block 5D, Vail Village 1 stNail Gateway.
Applicant: Vail Apartments, Inc.
Planner: George Ruther
A conceptual discussion regarding the display of banners tor quasi-community events and
activities. .
-Applicant: Town of Vail
Planner: Lauren Waterton
//////////
The applications and iniormation about the proposals are available in the project planner's office
during regular office hours for public inspection, located at the Town of Vail Community
Development Department, 75 South Frontage Road.
Sign language intorpretation availablo upon request with 24 hour notification. Please call 479-2114 voice or 479-2356
TDD for information.
Community Development Department
Published August 9, 1996 in the Vail Trail.
�_�_ 1 �
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�0�/24/1995 15: 39 97�-J7F-6824 UAIL COLORAliC PAGE �1
, � �. � � r.r
�- VAIL GATEWAY PLAZA OWNE�t LIST
� 'b� .f
iJIVIT A�1 Separs�te Key
�� � PAUL D. & SHARON K REBACK REBACK REALTY, INC.
11472 OLD HA�BOUR RQAD 11640 US /tl, OAKBROOK SQUARE
NORTH PALM BEACH, FL 33408 NORTH PALM BEACH, FL 334Q8
407-626-0077 (h)
4Q7-627-0066 (o)
4Q7-627-7848 FAX BUSINESS
`� � tJNIT A�Z MASter Key �E
KNIGHTSHRIDGE CORPORATION
9b FOX AND HORAN
ONE BR�ADWAY
NEW YORK, NY
a�b-3aa6
4'19-9672
� ' (2 t 2) 480-48Q0 (o)
(212) 269-2383 Fax
JOSEPH BR1TU (Venezuela)
,�� �U1VIT a3 Bob Boymer Has outy Access (476-2938)
CNARLES & 1RMGARD LIPCON
430 N MASHTA D�tIVE
MIAMI FL 33144
476-5151
(305) 361-7�38 (h}
(305) 373-3016 (o)
(305) 373-6204 Fax
�07/2a/19y5 15:39 970-a76-6a24 vUiL COLORaDO PAGE 62
. � �
. *
- UMT #4 Separate Key
� �MR. DAVIp W1LL]AM NANNA (5ignificant Other} Ginny Miller
KELLY HANNA CAPITAL MGMT
10100 SANTA MON[CA BLVD. /r2050
LOS ANGELES CA 90067
�Yl� �jilqX
Condo 479-0874
Home 714-497-9049 $18-440-9448
Oftice 714-753-1222 818-8Z1-7021
Hamc fax 7a4-497-3841 818-821-7912
�UNIT �+s SeparAte Key VACANT •
V�,IL APARTMENTS, INC.
�6 CHARLES LIPCON
a BISCAYNE TOWER �2480
MIAM[, FL 33131
Dipiom-Votkswirt Karl Heinz Kehrmann
�' Rothenbaumchaussee 2l a-213
D-20149 Namburg Germany
(011 49 4Q 44 18 52 87)
(011 49 40 44 18 52 95) Fax
�-�: ;
' � [INUT �l�6 Richard Stamp 1
White River A,c9uisitions Corp.
c/o Jeffcrson P. Knight, P.A.
701 Brickell Ave., Suite i200
Miami, FL 3313�
(305) 379-2800
(305) 371-G703 Fax
--� ��--UMT A�7 Sepacate key
PALMOS DEVELOPMEIVT
96 LEO PALM�-�Q
2735 IRIS AVENUE, SUITE A
BOULDER CO 80304
a�6-is i 9
449-Q951 (o)
449-8839 Fax
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Community Development Plan Routing Form
Routed To: Greg Hall, Public Works
Te ' , �ublic Works
ike McGee, Fire�
Return To: ZTicorge Ruther, Community Dcvelopment
Date Routed:
Return By:
�
Project Name: 'p
Project Address:
Project Legal:
Project Description:
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Approved Denied (cite detailed reasons) �Approved with conditions
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PLANNING AND ENVIRONMENTAL COMMISSION
� January 8, 1996
Minutes
MEMBERS PRESENT: MEMBERS ABSENT: STAFF PRESENT:
Greg Moffet Jeff Bowen Mike Mollica
Greg Amsden Dalton Williams George Ruther
Kevin Deighan Randy Stouder
Henry Pratt Lauren Waterton
Judy Rodriguez
Public Hearina 2: p p, , �' �
The meeting was called to order b Gre Moffet at 2:05 .m. �� � � •
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Dalton Williams and Jeff Bowen were absent. I
'l(�,��
1. A request for a Major SDD Amendment to allow for a 485 square foot addition to an �'
existing condominium in the Gateway Building located at 12 Vail Road, Unit 5 il ^ ��0
Gateway Plaza Building. �
�
Applicant: Steve Riden representing Vail Apartments Inc. �/� j
Planner: Randy Stouder � �V
�
Henry Pratt moved to table item No. 1, item No. 4 and item No. 5 until January 22, 19 .
Greg Amsden seconded the motion. �
�j�
It passed unanimously by a vote of 4-0. � - • �l `
� `I
2. A request for a building height variance to allow for a residence currently under construction to
exceed the height limit located at 1339 Westhaven Circle/Lot 23, Glen Lyon Subdivision (SDD
#4).
Applicant: Bill Anderson representing Mr. and Mrs. Charles Hovey
Planner: Randy Stouder
Randy Stouder gave an overview of the proposal. He stated that staff had reviewed the variance
criteria carefully and found ihat justification for granting the variance was lacking. According to the
� applicant, depth was added to the floors and to the roof structure during the construction process
without compensating reductions in the height of the structure. Staff felt that the structural changes
could have been compensated for by reducing floor to ceiling heights. This was not done. Randy
stated that the variance request should be denied because staff finds that approval would be a grant of
special privilege.
PlanninQ and Environmental Commission
Minutes •
January 8, 1996 1
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THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE fS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the
Town of Vail on January 8, 1996, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request for a Minor SDD Amendment to aflow for changes to the development plan
located at Millrace Phase 3, 1335 Westhaven Drive/Development Area A of the Glen Lyon SDD
(SDD No. 4).
Applicant: Steve Riden representing Gregory Walton
Planner: Jim Curnutte
A request for a Major SDD Amendment to allow for a 485 square foot addition to an existing
condominium in the Gateway Building located at 12 Vail Road, Unit 5Nail Gateway Plaza
Building.
Applicant: Steve Riden representing Vail Apartments Inc.
Planner: Randy Stouder
A request for a building height variance to allow for a residence currently under construction to exceed
the height limit located at 1339 Westhaven Circle/Lot 23, Glen Lyon Subdivision (SDD #4).
Applicani: Bill Anderson representing Mr. and Mrs. Charles Hovey
Planner: Lauren Waterton
A request for a wall height variance and driveway grade variance for the Koenig residence located at
795 Potato Patch Drive/Lot 26, Vail Potato Patch Subdivision.
Applicant: Eric Johnson for Gary Koenig
Planner: George Ruther
A change to the TOV survey policy to require an Improvement Location Certificate (ILC) prior to a
foundation inspection when a project is within three feet of a setback line, has a building height within
six inches of the maximum allowable, has a driveway that is greater than 10% or for all projects
including three or more separate structures.
Planner: Lauren Waterton
�*Sign language interpretation available upon request with 24 hour notification. Please call 479-2114
voice or 479-2356 TDD for information.'*
Community Development Department
Published December 20, 1995 in the Vail Trail.
F:�everyone�pec\not ices\010895.wpd
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(970) 949-4121 � ,T E \�,,� N ' J A M E S • ;�.�! D E� FAX949-0304
POST OFFICE BOX 3238
V A [ L , C O . 8 1 6 5 8
.
Town of Vail
Community Development
75 S. Frontage Road
Vail, CO 81657
December 8, 1995
Re: Vail Apartments Unit #5, Vail Gateway SDD
SDD/Major Amendment
This proposal is for the addition of a glass/roof enclosure adjacent to Unit #5 of the Vail
Gateway Residence. This enclosure with increase, approved and built square footage by
�85
� square feet, but does not exceed total allowable square footage of the original SDD.
This proposal does not exceed any existing ridge elevations and all materials are to be
compatible with the existing structure.
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• MEMBER OF AMERICAN INSTITUTE OF ARCHITECTS �
I� . _i.�i �,_ . . . . �� . . _.. iJ�.�_ ��.� J! �..1� I�U .VUJ f .U�
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' r�vii�d 14J5/92 � i�'� � � : ,{ �"��;�
h� F � �:�:
' DATE APPLICATION REC�I�A � ; ,
�PPLIGTIOIf l04tll r(IR SDSCIJIL DEVHLOPIQ�`�_ ���"�{�
Dzs�cT asvsr.or�rr nzaw - . � �995 �
i. This procedure is required for any pro�ect that���lld �d✓I��) ,5 � . . '��
through the Special Development Di�tricL procedure. �
The application will• aot be accepted unt•il all information � ( ���J
is submitted. , �� (�� ,/ �
(please print or type) �
A. APPLICANT_ Vl�ll_ A�C�1'��I�r
MAILING ADDRESS�--- �lSG.c./4�1-�F �Uw�E� ` 2 �oc!'�4
��bG+44'�t. ��IJ,f�t��l,R- 33�PHONE 3v3, 3�3 3Dt�
B. APPLICANT�3 REPRESENTATIVE �J'f��/�� J,�a �'��
AAARESS P.O, 32�5b ✓�i'41�. ,Co rHONE�`�� �"IZ�
C. PROPERTY OWNER(S)
a�saca� as�u►rv�uc cs)...�oYl� �a�1 _
,
MAILING AppRES3
PHONE
D. LOCATION OF PROPOSAL:
STREET ADDRESS: (�t^-��T � 5 VfklL G��,Dt�
LOT BLOC��SUBDIVISION
E. STAMPED, ADDRESSED ENVELOPES OF THE NANlES OF OWNERS OF
ALL PROPERTY 1►DJACENT TO THE SUBJECT PROPERTY AND A �
LTST OF THEIR NAMES AND MAILING ADDRESSES. ��
F. A TITLE REPORT TO VERIEY 09VNERSHIP AND EASEMENTS. � /
/ �
II. Four (9) copies pf the following information must be �' � '��
submitted:
A. Detailed written/graphiC deacription of proposal; �
B. An environmental impact report sha11 be submitted to l`l-1
the zoning administrator in dCCOrdance Nith Chapter �7jI
18,56 hereof unless waived by Section 18.56.030, exempC
projects;
C. An open apace and recreational plan sufficient to meet
the damands genereted by the development Without undue
burden oa available or proposed public facilities;
D. ExisCing Contours having contour intervals of not more
than five feet if the average slope of the site is
twenty percent or less, or with co»tour intezvals of
not mpre than ten leet !f the esveraqe slope of the site
ia greater than twenty percent.
E. A proposed site plan, at a sCale not smaller than one
i�Ch equals fifty feet, shoxinq the approximate
locations and dl.mensions of all buildings and
structures, uses therein, and all principal site
development featuree, such as landscaped areas,
recreationsl fanilities, pedestrian plazas and �
walkways, service entries, driveWays, and off-street
parking and loading areas with proposed Contours after
grading and site developm@ntt
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,�-�-�, �l� , ,� �
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PLANNING AN ONMENTAL COMMISSION
January 8, 1996
AGENDA /(,��(_Q
v`
Pro�ct Orientation / Lunch 12:00 pm
•1J-�-,+��- � PE� ,�..�,�4�.` �':�"�"�°'"/�''7� � h1rl�c
Site Visits
2. �
3.
4.
Public Hearina 2:00 p.m.
�,
1. A request for a Min D Amendment to allow for changes to the development plan ����L �
located at Millrace Phase 1335 Westhaven Drive/Development Area A of the Glen � F
Lyon SDD (SDD No. 4). , 'w�y ' G�,��
Applicant: Steve Riden represe ' Gregory Walton " 1 �� ��� 0���,�L
fse'�2 . _ �'��..._ Ur'
--- PlanneF: � J�t� Curnutte _ _ _
- �
---
2. A request for a Major SDD Amendment to allow for a 485 square foot addition to an �.L
existing condominium in the Gateway Building located at 12 Vail Road, nit 5/Vail
Gateway Plaza Building. ` .r� �5
Applicant: Steve Riden representing Vail Apartments Inc. �� _ __ ; �
Planner: Randy Stouder _ - --- —— �
_._�_��
� �-_.
_____ _ _---�-_ -----__ — �l�` �
_- ------ --
� _ - --
. A request for a building height variance to allow for a residence currently under construction to
exceed the height limit located at 1339 Westhaven Circle/Lot 23, Glen Lyon Subdivision (SDD
#4).
Applicant: Bill Anderson representing Mr. an� Mrs. Charle$`Hovey o���"
Planner: ��� �-e�---a� �� -�;�
- - � 1�
4. A request for a wall height variance and driveway grade vari ce or the Koenig residence
located at 795 Potato Patch Drive/Lot 26, Vail Potato Patch Subdivision. 4
Applicant: Eric Johnson for Gary Koenig �
Planner: George Ruther �QJ ;
��� I
5. A change to the TOV survay policy to require an Improvement Location Certificate (ILC) prior to I
a foundation inspection when a project is within three feet of a setback line, has a building
height within six inches of the maximum allowable, has a driveway that is greater than 10% or
for all projects including three or more separate structures. �
Planner: Lauren Waterton '
Sign language interpretation available upo request with 24 ho n ifi 'on. Please call 479-21 i 4 voice or 479-2356 TDD for
information. � � �+ , �1�
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6
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TOWN OF VAIL RECEIPT NO. c '
- c �_
DEPARTb1ENT OF C011DfiJNTT1'DE�'ELOPbiE1T -
1�AA7E �=
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ADDRESS / t�' DATE �/�/ / �
PROJECT -
CHECIiS MADE PAYABLS TO TOWN OF VAIL
ACCOIP.�'T 110. �ir ' ' ITEM NO.` - `TAX ' COST EA. TOTAL .
W.
� O1 0000 41540 ZONING AND ADDRESS MAPS $5.00 * ;�
- O1 0000 42415 UNIFORM BUILDING CODE $54.00 *
� 01 0000 42415 UNIFORM PLUMBING CODE �39.00 *
01 0000 42415 UNIFORM MECHANICAL CODE $37.00 *
O1 0000 42415 LTNIFORM FIRE CODE �36.00 *
x� Ol 0000 42415 NATIONAL ELECTRICAL CODE �37.00 *
°"' Oi 0000 42415 OTI�ER CODE BOOKS *
O1 0000 4154� BLUL PRINTS(MYLARS) �7.00 *
� 01 0000 42412 XEROX COPIES $0.25 *
''� O1 00�0 42412 STUDIES *
g O1 0000 42412 TOVFEL'S COMPUTER PROGRAM $5.00 *
�:� O1 0000 42371 PENALTY FEES/RE-INSPECTIONS w
:. 01 0000 41332 PLAN REVIE��V RE-CHECK FEE �40 PER HR _�
` O1 0000 42332 OFF HOURS INSPECTION FEES
"�; 0� 0000 41412 CONTRACTORS LICENSES FEES
-:; OI 0000 41413 SIGN APPLICATION FEE �20.00 -
�= 02 0000 41413 ADDITIONAL SIGNAGE FEE [S1.00 PER SQ.FT.] -
�=� O1 0000 42440 VTC ART PROJ}:CT DONATION
� Oi 0000 41331 PRL' PAID DESIGN RI:VIEW BOARD FEE
�' Ot 0000 42371 INVESTIGATION FEE(BUILDING) r
�� 31 0000 45110 TOV PARI:ING FUND
F.r. OI 0000 22027 TOV NEWSPAPER DISPENSER FUND y
3= * Ol 0000 21112 TAXABLE a:4% (STATE) -
• * Ql 0000 41010 TAXABLE �4% (TO�V\)
= 01 0000 42371 BUILDING INV�STIGATION
OTI�ER
- .�
.,:�
,:�- _ �--
PEC APPLICATION FEES
'" 01 0000 41330 ADDITIONAL GRFA "2�0" �200.00 =
�'• 01 0000 41330 CONDITIONAL US�PERMIT �200.00
�� 01 0000 41330 EXTERIOR ALTERATION [LGSS T}�1N 100 SQ.FT.] $200.00
� O1 0000 41330 EXTERIOR ALTERATION [MORE THAN 100 SQ.FT.] �500.00 -
�_ 01 0000 4f]_3.iQ SPECIf1L DE�'ELOPMENT DISTRICT [NE�'V $1,�00.00
O1 40 41330 PECIAL DEVELOPMENT DISTRICT AJOR AMEND $1,000.00 ;_7 t � -
Ot 000 SPECIAL DEVELOPMENT DISTRICT [MINOR AMEND] �200.00
u O1 n000 41330 SUBDIVISION
�� Ol �0000 41330 VARIANCE �250.00
.' O1 0000 41330 ZONING CODE AMENDMENTS �250.00
' O1 0000 41330 RE-ZONING $200.00
OTHER
OTHER
- TOTAL: .
1
COlv�talENTS:
°S
� �S� [ 1 CK.�I � , 1 M.O�-1 REC.BY: �
� . . � �
�
� e RECEIPT— Th� Town of Vail
� �.: '
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I� DATE � � � � ; , � . , 19�� l�$: 4'1'192
,
� RECENED FROM '�--�� '�I� %
� ADDRESS
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Permit Numbers Police Receipt Numbers
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HOW PAID—Cash Check BY
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}yl_f_!11{rl l� iT 'E_F'. 'fi C'Y 1�� 'i4..`...!tj�����[. �� i.:f'� ."�.�...�;i�I f;l
_c,TEi..i�h� _THh1E� �:IC?Et�''�:r�'E!=IHL G�E��:►EL+_��'t�iEt�aT <>"�'�,..'�'t�� .T!=il'�1C_`:; ���!_����'�'::�F'4���IFiI_. z�F��.!ct._�iF'�IE;�T
� 4�1t141,G_it_i "i, �- : �' ;��.'�ki:_i,4iC_i
�Titi U irl�• '[•rf'���N t'riJ . 1--- -�,i!(.''�_,. . i�,t��;�_j�..�r�_; .
I tert� paid Art�our�t paid �i-�rs� F�ai� �tm��;�s,t �aj d
t 11 CiGi4_14_��1 i'kiF1�1G_t 1��it_1E_i.t_i�Li _ ::::.-(ti.1�;.'!�b_it_i}�i j.t_��_it_i�:_i��i
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f:F��3fti�� t-�•t.i�YT�e�� . _:!_;�;�-,,„_; �_+�G_iG;�
T H�tt-it� '4"�U _r_�-tl=-�t---�t�=� ','�.E E
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�,,�ur �.�=.r�iYr- _ut�a.TA .__ -
�7/24/1995 15:�9 9��-475-E�^4 VAIL COLOR�DO FAGE �1
. . . �. �.
-� VAIL GATEWA'Y PLAZA 4WNER LIST
iJ1VIT A�1 Se�ars�te Key
�
PAUI. D. & SHAI20N K REBACK REBACK REALTY, INC.
11472 OLD HARBOUR RQAD 1164Q US f11, OAKBROOK SQUARE
NORTH PALM BEACH, FL 33408 NORTH PALM BEACH, FL 33408
407-626-0477 (h)
407-627-0066 (o}
407-627-7848 FAX BUSINESS
UNIT rf�2 Master Key
v
KNIGHTSBRIDGE CORPORATION
°r6 FOX AND H�RAN
4NE BROADWAY
NEW YORK, NY
47b-3486
479-9672
� . (212) 480-4804 (o)
(212) 269-2383 Fax
JOSEPH BR�TO (Wenezuela�
IINIT �3 Bab Boymer Has outy access (476-2958)
�' CHARLES & TRMGARD LIPCON
430 N MASHTA DRIVE
MIAMI FL 33149
476-5151
(305) 361-7138 (h)
(3Q5) 373-3016 (o)
(305) 373-b204 Fax
07/24l19�5 15:39 9�0-a�6-L4Za VAIL COLOR��O PAGE 02
. � �
. � [r`�3VIT �4 Sep�rate Key
R�R. DAVID WILLIAM NANNA (Significant Other} Ginny Miller
, K�LLY HANNA CAPITAL MGMT
t�100 SANTA 1140NICA BLVD. fi2Q50
LOS ANGELES CA 90067
pavid �i�
C�ndo 479-0874
�ome 714-497-9049 81$-440-9448
(�ffice 714-753-1222 818-821-7021
E�mc fax 7�.4-497-3841 818-821-7912
ir'1VIT �YS Separate Key VACANT • ,
Vd�IL APARTMENTS, 1NC.
� CHARLES LIFCON
1 SISCAYNE TOWER lt2480
I�tiAMi, FL 3313I
Dnplom-Volkswirt Karl Heinz Kehrmann
� Rothenbaumchaussee 21 l-2�3
D 20149 Hamburg Germany
(Ql 1 49 40 44 18 52 87)
(Ol l 49 40 44 IS 52 95) Fax
IItVIT Ar6 Richard Stamp 1
`� White River Acquisitions Corp.
clo Jeffcrson P. Knight, P.A.
701 Brickeli Ave., Suite 1200
Miami, FL 33131
(305) 379-2800
(�5) 371-6703 Fax
IJIITIT �'! Separate key ��' 1
� PALMOS DEVELOPMENT �' �,�,l
��-
9b LEO PALMOS �`�'
2735 IRIS AVENUE, SUITE A
BOULDER CO 80304 ��Q
C�"(
a��-is i 9 � �� M� 1
- �49-Q951 (o) ��'7U� ""
449-8839 Fax
� s� .
Dear Mr. Riden,
I have reviewed the documents you sent me and have no objection to the proposal to
enclose a portion of the deck indicated adjacent to Unit#5, Vail Gateway Building, Vail,
Colorado.
�
�
I�1'�' �-( l -�1 �
Date
Na '
�
Urut # Vail Gateway
Vail, Colorado
. � �
Dear Mr. Riden,
I have reviewed the documents you sent me and have no objection to the proposal to
enclose a portion of the deck indicated adjacent to Unit #5, Vail Gateway Building, Vail,
Colorado.
� C Date I z� 5 E
Name
Unit # � Vail Gateway
Vail, Colorado
� �
LAW OFFICES
DU N N, ABPLANALP �c CH RIS � ,
A PROFESSIONAL CORPORATION ��� ye `
4'?
JOHN W. DUNN THE VAIL BANK BUILDING r �� )��a, ;,,�ELEPHONE:
ARTHUR A.ABPLANALP,JR. �•��'�`���� (970)476-0300
SUITE 300 MAY �. ly��
ALLEN C.CHRISTENSEN
DIANE L. HERMAN 108 SOUTH FRONTAGE ROAD WEST TELECOPIER:
R.C.STEPHENSON VAIL, COLORADO 81657 �9�0)476-4765
DEU ����REN M. DUNN
$PECIAL COUNSEL: �Q�-00�h A IFIED LEGAL ASSISTANT
JERRY W. HANNAH �usr ,
April 30, 1996
Ms . Lauren WaterLOn
Department of Community Development
Town of Vail
75 S. Frontage Road
Vail, Colorado 81657
Re: Unit 5, Vail Gateway Plaza
Dear Lauren:
This will confirm that I wish to receive notice of any
further proceedings before the Planning and Environmental
Commission in connection with the application of Karl Kehrman and
Vail Apartments for a modification of Unit 5, Vail Gateway Plaza.
Yours very truly,
DUNN, ABPLANALP & CHRISTENSEN,P.C.
Joh . Dunn
kem
. .
• T�■ -���mc •�. -� � J/GVt/Y JHI'Itb KILCIV H1H HC �
.iu�-ao--:»o i.�-tit 383 949 8._�'J P.C�1
'•
QII be6i�f 0�15C Vill�iLCway(:GOdO�tIQI lysoppqpa� �Qval ii bneb�l�IVqQ�
Vail Apattmerns Inc. owner of Unit#5,to encJosc a portian of the exis�g roof dedc
area adjacu�t to thC upQer kwel of Usut#5. I have reviewed the P�+nPossl docume�is and
have no objection to the gropa.ga!as preaetzted to me . Alao I herebp a11ow the use of�p
square footage avaitable to enclose this portion af the decic.
r
�'��� ��
L r, o of che vsii date
Gateway Condomir�iurn Assoc'ss�ion
TOTRL P.@1
07/I8/96 13:30 TX/RX N0. 1291 P.001 ■
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, • .
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD�ALT MF BUILD PERMIT Permit # : B96-0105
Job Address : S.tatus . . . : ISSUED
Location. . . : VAIL GATEWAY PLAZA CONDOSApplied. . : 05�13�1996
Parcel No. . : 2101-082-64-005 Issued. . . :
Project No. : PRJ96-0077 Expires . . : .
APPLICANT R.A. NELSON & ASSOCIATES, INC Phone: 3039495152
P 0 DRAWER 5400, AVON CO 81620
CONTR.ACTOR R.A. NELSON & ASSOCIATES, INC Phone: 3039495152
P 0 DRAWER 5400, AVON CO 81620
OWNER VAIL APTS INC
$ CHARLES R LIPCON, BISCAYNE TOWER STE 2480, 2 SOUTH BISCAYNE BL
Description:
INTERIOR REMODEL
Occupancy: R1 Multi-Family
Type Construction: V 1-HR Type V 1-Hour
Type Occupancy:
Valuation: 640, 000 Add Sq Ft:
Fireplace Information: Restricted: i/Of Gas Appliances: qOf Gas Logs: qOf Wood/Pallet:
******�ir*****ic***ir*ir**ic�t**��Hc* ****'kir FEE SUMMARY **k�t************'k***�1"k*****
Building-----> 2,900.00 Restuarant Plan Revieu—> .00 Total Calculated Fees---> 5,938.00
Plan theck---> 1,885.00 DRB Fee-----------------> 400.00 Additional Fees---------> •�
Investigation> .00 Recreation Fer--------> .00 Total Permit Fee------> 5,938.00
Will Call---> 3.00 Clea�—Up Deposit-------> 750.00 Payments-------------> 5,938.00
TOTAL FEES-------------> 5,938.00 BALANCE DUE----------> •�
**��t******�c****�t******�c*�c �*�**
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:
05�13�1996 DAN Action: NOTE DAN PLANS EXAMINER
05/20/1996 DAN Action: APPR
Item• 05400 PLANNING DEPARTMENT Dept: PLANNING Division:
05�13�1996 DAN Action: NOTE ???? PLANNER
05/20�1996 DOMINIC Action: APPR See condition
Item: 05600 FIRE DEPARTMENT Dept: FIRE Division:
05�13�1996 DAN Action: NOTE MIKE FIRE
05�23�1996 JEFF A Action: APPR fire dept approval
Item• 05500 PUBLIC WORKS Dept: PUB WORK Division:
05�13�1996 DAN Action: NOTE TERRY PW
05�22�1996 LARRY_P Action: APPR LARRY PARDEE
*
See Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknoWledge that I have read this apptication, filled out in fiull the information required, completed an accurate plot
plan, and state that all the information provided as required is correct. I agree to comply With the information and plot plan,
to comply uith all Toun ordinances and state laus, and to build this structure according to the Toun's zoning and subdivision
codes, design revieW approved, Uniform Building Code and other ordinances of the 7oun applicable thereto.
. �. �
' REDUESTS FOR INSPECTIONS SHALL BE MADE TNENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 9-2i OR AT OU FICE OM 8:00 AM 5:00 PM
Send Clean-Up Deposit To: RA NELSON SI TU CONT LF AND OWNER
+k�Y�k,t�k�Ir*�r�Ir�F*�Ir�k�t�Yir�k*�F**�k�k**�k*�k*�r*�k�r*9t�F�F�t�k�k�Y�k�e�r�F*�t*4c�kit*�k*9r*4r�k�k�kit�Ir�ir*�Ir�t*�t�k�k�kie�k�lr�Y�kic�Y�t�k
CONDITIONS
Permit # : B96-0105 as of 05�30/96 Status : ISSUED
********************************************************************************
Permit Type: ADD�ALT MF BUILD PERMIT Applied: 05�13�1996
Applicant: R.A. NELSON & ASSOCIATES, INC Issued:
3039495152 To Expire:
Job Address :
Location: VAIL GATEWAY PLAZA CONDOS #5
Parcel No: 2101-082-64-005
Description:
INTERIOR REMODEL
Conditions :
1 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
2 . ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO BE SEALED
WITH AN APPROVED FIRE MATERIAL.
3 . SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY
AS PER SEC. 1210 OF THE 1991 UBC.
4. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.
5 . THE CONSTRUCTION MUST COMPLY WITH ALL FEDERAL AND STATE
ACCESSIBILTY REGULATIONS .
6 . FIRE AND SPRINRLER PLANS MUST BE SUBMITTEIS PRYOR TO FRAMING
INSPECTION.
7 . ALL STRUCTUAL STEEL AND BEARING WALL TO BE ONE HOUR FIRE
R.ATE D
8 . All stucco must match with existing with no sign of repair.
• V � .
****************************************************************
TOWN OF VAIL, COLOR.ADO Statemnt
****************************************************************
Statemnt Number: REC-0149 Amount: 5, 938 .00 05�30�96 11 :58
Payment Method: CK Notation: #11755_____________Init__CD
-----------------------------------------
Permit No: B96-0105 Type: A-MF ADD�ALT MF BUILD PER
Parcel No: 2101-082-64-005
Location: VAIL GATEWAY PLAZA CONDOS #5
Total Fees: 5,938 .00
This Payment 5, 938 .00 Total ALL Pmts : 5,938 . 00 .
Balance: .00
*******************************�********************************
Account Code Description Amount
O1 0000 41310 BUILDING PERMIT FEES 2,900 .00
O1 0000 41331 DESIGN REVIEW FEES 400 .00
O1 0000 41332 PLAN CHECK FEES 1, 885 . 00
O1 0000 22002 CLEANUP DEPOSITS 750 .00
O1 0000 41336 WILL CALL INSPECTION FEE 3 .00
-----------------------------------------------------
� rv4i�{1,1� .� -��. �
«'r•:� ...._ ����1�1��•--v „ ' ~^•{�
���<.. . i ,r :�,.y
' �� CI�(i�til�;�f,� / � ' -�-...{,�.
CfI,CCK IzEQrI.EST
PR�I'ARCD BY: �l DA7'i:: �j�
VCNDOR NAMC: � � �� O � �� �� �� ���
V�NDOR NUMB � : -�a
DESCRIPTION OI� EXPENSE: CLrAN UP DEPOSTT REFUND FOR BP #�� �dlD
NAME OF JOB: ��� ��/-�S � ,� /�
�l/
ACCOUNT NUMBER: O1 0000 22002
AMOUNT OF REFUND: � �' ��
DATE APPROVED: �_ _ c� � �
APPROVAL SIGNATURE:
, ' . � -- ��
,•
- �
TOWN OF VAIL Id: ACTP185 Ke�rd: UACT User: JNOLEN 03/29/00
Activities Associated to PROJECT: PRJ96-0077 PLUNIDING PERMIT
Permit No: P96-0062 Applicant: COLORADO PLUMBING SERVICE
Status: FINAL Location: VAIL GATEWAY PLAZA CONDOS #5
Line Activity Type Seq Statue Location
1 B96-0105 A-MF FINAL VAIL GATEWAY PLAZA CONDOS #5
2 E96-0089 B-ELEC FINAL VAIL GATEWAY PLAZA CONDOS #5
3 P96-0062 B-PLMB FINAL VAIL GATEWAY PLAZA CONDOS #5
4 M96-0043 B-MECH FINAL DAIL GATEWAY PLAZA CONDOS #5
5 M96-0139 B-MECH FINAL VAIL GATEWAY PLAZA CONDOS #5
Enter Line Number:
F1=Summary Screen, F2=Next 15, F3=First 15, ESC=Exit List
. � �
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M96-0043
Job Address . . . : Status . . . : ISSUED
Location. . . . . . : DAIL GATEWAY PLAZA CONDOS #5 Applied. . : 05�13�1996
Parcel No. . . . . : 2101-082-64-005 Issued. . . : 05/30/1996
Project Number: PRJ96-0077 Expires . . : 11/26/1996
APPLICANT COLORADO PLUMBING SERVICE, INC. Phone: 3039459809
45705 HIGHWAY 6 & 24, GLENWOOD SPRINGS CO 81601
CONTRACTOR COLOR.ADO PLUMBING SERVICE, INC. Phone: 3039459809
45705 HIGHWAY 6 & 24, GLENWOOD SPRINGS CO 81601
OWNER VAIL APTS INC
$ CHARLES R LIPCON, BISCAYNE TOWER STE 2480, 2 SOUTH BISCAYNE BL
Description• Valuation: 25, 000 . 00
INTERIOR REMODEL
fireplace Information: Restricted: ifOf Gas Appliances: dOf Gas Logs: tlOf Wood/Pallet:
ic***�k** FEE SUMMARY ��*�***�*��*�'�'*'t
Mechanical---> 500.00 Restuarant Plan RevieW--> .00 7otal Calculated Fees---> 628.00
Plan Check---> 125.00 DRB Fee-----------------> .00 Additional Fees-------> •�
Investigation> .00 TOTAL FEES--------------> 628.00 Total Permit Fee--------> 628.00
Will Call----> 3.00 Payments-------------> 628.00
� BALANCE DUE------ --> •�
�.* **�c**�t***�t*ic*********int**inHc****�t�c* �
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:
05�30�1996 CHARLIE Action: APPR PER DAN
CONDITION OF APPROVAL
1 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
2 . COMBUSTION AIR IS REqUIRED PER SEC. 607 OF THE 1991 UMC.
3 . INSTALLATION MUST COI�FORM TO MANUFACTURES INSTRUCTIONS AND
TO APPENDIX CHAPTER 21 OF THE 1991 UMC.
4 . GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND
SHALL TERMINATE AS SPECIFIED IN SEC. 906 OF THE 1991 UMC.
5 . ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH SEC.505 AND
703 OF THE 1991 UMC.
6 . BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.
UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
7 . PERMIT PLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL
ROOM P{tIOR TO AN INSPECTION RE�UEST.
8 . DR.AINAGE OF MECHANICAL ROOMS C NTAINING HEATING OR HOT-WATER
SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DR.AIN PER SEC.
2119 OF THE 1991 UMC.
********************************************************************************
DECLARATIONS
I hereby acknoWledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information provided as required is correct. I agree to comply uith the information and plot plan,
-�
� ' �
to comply With all Toun ordinances and state laus, and to build this structure according to the Town's zoning and subdivision
codes, design revieu approved, Uniform Building Code and other ordinances e Town applicable thereto.
REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE TELE ONE AT 4 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM
SI6NATURE OF ONNER OR CONTRACTOR FOR HIMSELF AND OWNER
� ,�
****************************************************************
TOWN OF VAIL, COLOR.ADO Statemnt
****************************************************************
Statemnt Number: REC-0149 Amount: 628 . 00 05/30/96 12 : 02
Payment Method: CK Notation: #11755 ___Init__CD
---------------------------------------
Permit No: M96-0043 Type: B-MECH MECHANICAL PERMIT
Parcel No: 2101-082-64-005
Location: DAIL GATEWAY PLAZA CONDOS #5
Total Fees : 628 . 00
This Payment 628 .00 Total ALL Pmts : 628 . 00
Balance: . 00
****************************************************************
Account Code Description Amount
O1 0000 41312 MECHANICAL PERMIT FEES 500 . 00
O1 0000 41332 PLAN CHECK FEES 125 .00
O1 0000 41336 WILL CALL INSPECTION FEE 3 . 00
---------------------------------------------------
. � �
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P96-0062
Job Address : Status . . . : ISSUED
Location. . . : VAIL GATEWAY PLAZA CONDOSApplied. . : 05�13�1996
Parcel No. . : 2101-082-64-005 Issued. . . : 05/30/1996
Project No. : PRJ96-0077 Expires . . : 11/26/1996
APPLICANT COLORADO PLUMBING SERVICE Phone: 9709459809
45705 HIGHWAY 6 & 24, GLENWOOD SPRINGS, CO 81601
CONTR.ACTOR COLORADO PLUMBING SERVICE Phone: 9709459809
45705 HIGHWAY 6 & 24, GLENWOOD SPRINGS, CO 81601
OWNER VAIL APTS INC
$ CHARLES R LIPCON, BISCAYNE TOWER STE 2480, 2 SOUTH BISCAYNE BL
Description: INTERIOR REMODEL Valuation: 60, 000 . 00
���� FEE SUMMARY �****�*�*
Plumbing-----> 900.00 Restuarant Plan Revieu--> .00 Total Calculated Fees---> 1,128.00
Plan Check---> 225.00 TOTAL PEES--------------> 1,128.00 Additional Fees-------> •�
Investigation> .00 Total Permit Fer-------> 1,128.00
Will Call----> 3.00 Payments---------------> 1,128.00
BALANCE DUE---------> •�
******�i��**ic************�c***ic****i���c�Hc********
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:
05�30�1996 CHARLIE Action: APPR PER DAN
�+�r�**� �*�r�r�r*�r�r�
CONDITION OF APPROVAL
� ��������
DECLARATIONS
I hereby acknoWledge that I have read this application, filled out in full the information requi�ed, completed curate plot
plan, and state that all the information provided as required is correct. I agree to comp�itti the infor, ion and lot plan,
to comply uith all Toun ordinances and state laus, and to build this structure accordin�-fo the Toun's zoning and subdi ision
codes, design revieu approved, Uniform Building Code and other ordinances of the Tou "pplicable thereto.
RE�UESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE 479-2138 OR AT U OFFICE FROM 8: AM 5:00 PM
i ;
S NATU £� N R ON ACTOR FOR HIMSELF AND OWNER
� �
****************************�********�**************************
TOWN OF VAIL, COLORADO Statemnt
**************************************************************�*
Statemnt Number: REC-0149 Amount: 1, 128 .00 05�30�96 12 :00
Payment Method: CK Notation: #11755 Init: CD
----------------------------------------------
Permit No: P96-0062 Type: B-PLMB PLUMBING PERMIT
Parcel No: 2101-082-64-005
Location: VAIL GATEWAY PLAZA CONDOS #5
Total Fees : 1, 128 .00
This Payment 1, 128 .00 Total ALL Pmts : 1, 128 . 00
Balance: .00
********************************�**************�****************
Account Code Description Amount
O1 0000 41311 PLUMBING PERMIT FEES 900.00
O1 0000 41332 PLAN CHECK FEES 225 .00
O1 0000 41336 WILL CALL INSPECTION FEE 3 . 00
-------------------------------------------------------
D�Qk.2a. f�,_S
!
�,f /Y v��� , s�
�' � a�0 U
REGT 1�1 TC?Whl OF VA I L, CC3L::�RADt] � '�1�;E:: �+
08/`9/97 �8:�8 REQtJESTS FOR I1VSF'ECTION WORK SkiEETS FOR: 8f��'�i�'I Hf�EA: CLf
Activity : B9b--�1�� t�/�_9:�:t"' �"y�e : A-I� Stat�_is : ISSUED Constr�: AMF'
Addr�e s s :
Loc:at i on : VAIL GFiTEWGY F'��17..��-J C::C"�NIiOf.� #��
�ar,cel -�i . ;�-64-iZt�c'�� C"i��r_ : Use : V 1-HF�
Description . TNTERIOR RE:I��DEL
App 1 i cant : R. A. I�fEL.S01�1 R� A5SOC I ATES, I NG F�h on e : 303949�i..�.,�:
Dwner,: VAIL AF�TS IIVC F�hane :
Cont r�act or,: R. A. I�ELSON & ASSQC I Al"ES, I NG F'h an e : 3�3949A.;15`
---------------------------------------------------------------------------------
InSpectic?n Req�_�est Infor�matian. . . . .
Req�_iestor�: LARRY/J. L. VIELE F�hone : 471-Q�83.�
Req 7ime: �1 :�� Camment5 : AFTER 3 F�M
Items req�_ieated to be Inspected. . . Action Commenl:s Tim� Exp
���9� PLllG-F i na 1 ,�, _. _ ��1� _ ..�_._.__.. _�.
.�.._._._ . ______-- _____._._ � __._ �—�� _�.�S_._...�C S____.�M�-�.l.Y�.��.._
.�.qC' �� �►��I.._.��_�_.�.►�..�� � . .___.___..____ .____
� �►rti ►� �t o-r .L.�r►��.r�. __ _..__ _.._ _�.__._
._„ _r�AA-�✓�l���4►2� �TC'. L• , _ _ .__
---------------------__________-----------1 - - - v�_.^._ .- - _ _____________
Inspection Histor,y. . . . .
Item: 0��1� driveway gr�ade final
Item : 0��10 HLDG-Footings/5tee1
It em : ����'� PL.DG-Fo�_in�at i an/St ee 1
T t e m ; ��►�L� F�LAiV-I LC S i t e F�1 an
I t e m : ��Zt��,� BLDG-Fr,a m i n g
1�118/96 Inspectar: CF Action : AF��'R AF�F�ROVED
IVotes: main str,�.��_tural steel �t .r.ol�amna i� r�ey�_�ir,ed to he one ho�_i
pratected, s�_tbrnit propoaal an haw this wi1l. be acam�lishe
r,emove tr,�p an�i st�nd pipe fr,om inter�i.or� wall
all �enetr�ation� thr,�_i flc�or and cor�r�idor� w�lls m�_�st be fi
fire blo�k �11 walls and ceilinga and concealed �paces
shaft neecis S/8 x r�ock and fir^e taped
i�/3Q�/9� Inspeetor�: D8 Actian : AF�F�R AF'F�ROVf::D
IVot e s : LETTER F�EG?U I RED STAT I NG W I L.L. R�CK WDOL FfR I Mt-�RY STEEL. I NL Z
01= DOUHLE SHEETROCK
I t e m: ����4Q� * -�• �Iot Dn F i 1 e * �
Item : ����� RLDG-Ins�_il.ation
11/�8I9E� Inspector�: GF Action : AF�F�F� finish vapar taar�r-�ier
hlotes : main str��_�ct�ar,al stel l pr,otected per agreement with b. o.
Item : ���6� BL.DG-Sheetr,ock Nail
li/�:5/96 Inspector�: DS Actian : AF�F�R AGF�I�UVED
Item: k���8� * � IVot On File # #
I t e m : ���7� �1LDG-M i sc.
I t e m : ���9� BL..DG-F i na 1
Item : ��S.�Q� Pl_UG-Te�n�. C/D
I t e m: ►�05�,i F I RE-TEMF'. C/O
It ein : Q����� RW-TEMF'. C/D
Item: ��533 F�LAN-TEM��, G/0
I t a+n : ����7 RLA1V-F I NAL_ C10 �
I t e m : Q����B F I RE-F T hIAL G/0
I t e in a ���39 F�W-F I Nf�L C/O
Item : 04��42� HL.nG-�'in�l C/O
� •
REF'T 1 u i. TC)WN OF' VA I L, COLORADO F�qG�; �
��3/�9/97 �8:�8 RF_QUF_STS FC�R INSF�F�TION WORK SHE�TS FOR: 8/�9/97 AREA: GD
Activity : M9�-��43 81�'9/97 l'ype : B-i�ECH Stat�.�s : ISSUED^� Constr�:�AAF�T�
Acldreas :
Lac�t i on: DA I k.-..�AT'€LJAY �'LA�A-G0�lDOS d#�
F'ar�c e 1 : �1�1-�82-64-��5 Occ: U s e:
Descr,iptian: INTERIOFc REMODEL
Applicant : COLQRADQ F�L.UMPII�G SERVICE, INC. �'hone : ���94598�9
Owner�: VAII_ A�7S ING F'hone :
Contr�actar: G[]LORADC) F�LUMHING S�RVICE, INC. F�hone: 3�..:,94�9809
Tnspect ion Req�_�FSt Infor,mat ion. , , , .
Req�_iestor: LARRY/J. L. VIELE F�hone : 471-►�833
Req Time : �1 ;Q�� Gomm�nts : AFTER �RM
Items r�eq�.�ested to be Tnspected. . . Action Comments Time Exp
�1���7�b MECH-F i na 1
I -. y __-— __ - - \ �_... _ ._____� �
I -------—�--------------------��.�'_���_--- M .---___ ��. _______T�______
( -
' Inspec�t i an Hi st or,y. . . . .
Item : �0c:�� MECH-Ra�_igh
101i.7/96 Tn�per_tor: GF Acticrn : AF���R AGF�RqVED
Notes : MECH Rf]QM MAY NEED TO �E SF�RINKLERED
Item : ��`4� F'LMP-G�s �'�iping
Item : Q►�31� MFCH-Heating
Item : ��►3c:4� MEGH-Exha�.�st Hoods
Item : ��3,3►� I�tECH-B�-iPPly �ir�
I t e m : �►�344� MECH-M i s c.
`.::, Item : ��39� MECH-Fa.na1
� I t e m: 0fi5�?,8 F I RE-F I NAL C/0
�
K
� � ,
REG'T 131 �'�.1W�I OF' VA I L, CC}L�1RGD�1 F'AGE: ;�
�8/`9197 �8:�+8 REG!UEST� FL]R INSF'ELTIqN WOR1', SP�i�:�TS FOR: 8/��9/97 A��2EA: CD
Activity : R9E�—�0b� t�/;�9197 Type : L�—F�l_t�tE� Stat�_is : ISSUED �onstr�:�AAF�T �
Addr�eas :
Locat a.on: VAIL GATEWAY ��LAZA CCJI�DQS #�
F��r,rel : �1�1—�Sc—E4—��� Ur_c: Use :
Descri�tion : I�ITERIOR R.EMCIDEL
Applicant : COLORADQ F'LUMBING SEFtVIG� F'hone : 97�94C98�9
Owr�er,: VAIL AF�TS IIVC Rhone :
Contr=actar: COLC7RAD0 F'L.UM�ING SERVICE F'hone : 97�94598�9 .
-------------------------.__________---__________________________________________
Inspect i crn Req�_iest Infc�r^m�t i vn. . . . .
Requestor�: LARRY/R. A. h1ELSC�N F�hone : 471—�8�,.3
Req Time : �1 ��� Comments : AFTER 3F�M
( Items r,eq�_iestec� �tn be Inspect�d. . . Ac�,i,p�2C��1me,,�ts ��� �� Time Exp
I ���90 F L.MB—F'i n a 1 � _ 7� �
( .._ _...__.._._ .__._._..__._._._.._..._._.. __._._._......._.. _�.�._.. ...._..._ _._..._._. ._...._.._._._. ----
�___.��..� S��1�._.._.��.___..._._...
I ._— ~� ���..�.-�-�_ ��.i���a� � _��v, ,����_.�aT���-�_ _
� __ __ ._____.___.___.....__..__._. _.__ ___________ ___....._._.�_ _
I ______�._.__________..______.__------_.==_-�=r-________�.________________________�----
� Inspection Histor�y. . . . .
( Item : �0�1� F�LMB—Under,gr�at�nd
Item : �0��� F�Lh1P—Ro�_igh./D. W. V.
��/1�3/96 Tn�pectar: GF A�tian ; AF�F�R �LRS. AIR TEST
, �8/�819� Inspectar�: DS Action : AGF�R �F�SI
Item: �0c'.3� Pt_ME�—F2o�..�rah/W�ter,
��+/19/96 Inapector�: CF� Actian ; AF��R �i�LBS. AIR TEST
Q�8/�8/96 Inspector,: DS Actian : AF�F�R DOMESTIC' RRESSURE
Item: t�0c40 PLML�—Gas ��iping �
Ttem : ��`�� F�Lh1E�—F�oollHot T�_�b
It�m : �Q��'6� F'L.MR—Misc.
Item : ���9� PL_MB—Final
I t e m : Q��538 F I RE—F I IVAL C/0
�
� �
�
�
�
� �
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit # : E96-0089
Job Address • Status. . . : ISSUED
Location. . . : VAIL GATEWAY PLAZA CONDOSApplied. . : 05�13�1996
Parcel No. . : 2101-082-64-005 Issued. . . : 05�30�1996
Project No. : PRJ96-0077 Expires. . : 11�26�1996
APPLICANT WAGNER ELECTRIC INC Phone: 3039496161
P.0 BOX 4995, VAIL CO 81658
CONTRACTOR WAGNER ELECTRIC INC Phone: 3039496161
P.O BOX 4995, VAIL CO 81658
OWNER VAIL APTS INC
$ CHARLES R LIPCON, BISCAYNE TOWER STE 2480, 2 SOUTH BISCAYNE BL
Description: INTERIOR REMODEL Valuation: 35,000 . 00
�,�..k*,�,�.* FEE SUMMARY ��**�**
Electrical---> 630.00 Total Calculated Fees---> 633.00
DRB Fee ---> .00 Additional Fees---------> •�
Investigation> .00 Total Permit Fee--------> 633.00
Will Call----> 3.00 Payments----------------> 633.00
TOTAL fEES---> 633.00 BALANCE DUE-------------> •�
*�t*�t***�t*�ric�c*****ir*ic�tic�Hc
Item: 06000 ELECTRICAL DEPARTMENT Dept: BUILDING Division:
05/30/1996 CHARLIE Action: APPR FOR ERNST G
* *�*��x�*����r ���**
CONDITION OF APPROVAL
x�r�*�* *���r�r**�x*�r� **
DECLARATIONS
I hereby acknouledge that I have read this application, filled out in futl the information required, compteted an accurate plot
plan, and state that all the information provided as required is correct. I agree to comply With the information and plot plan,
to comply With all ToWn ordinances and state laWS, and to build this structure according to the Toun's zoning and subdivision
codes, design review approved, Uniform Building Code and other ordinances of the Toun applicable thereto.
RE�UESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 4 -2138 R AT OUR OFF FROM 8:00 AN 5:00 PM
GNATUR CONTRACTOR OR HIMSELF AND OWNER
. � �
*************************************************************�**
TOWN OF VAIL, COLORADO Statemnt
****************************************************************
Statemnt Number: REC-0149 Amount: 633 . 00 05�30�96 11 :59
Payment Method: CK Notation: #11755 Init: CD
----------------------------------------------------------------
Permit No: E96-0089 Type: B-ELEC ELECTRICAL PERMIT
Parcel No: 2101-082-64-005
Location: VAIL GATEWAY PLAZA CONDOS #5
Total Fees: 633 . 00
This Payment 633 . 00 Total ALL Pmts : 633 .00
Balance: . 00
****************************************************************
Account Code Description Amount
O1 0000 41313 ELECTRICAL PERMIT FEES 630. 00
O1 0000 41336 WILL CALL INSPECTION FEE 3 . 00
----------------------------------------------------------------
� �
�*Contact Eagle County Assess�Office
at 970-328-8640 for Parcel ��. TOWN OF VAIL CONSTRUCTI� PERMIT 4i
� PARCEL 4�: 2i c� 1 C�fs2li�l 00.5 pERMIT APPLICATIO�T FORM
j� DATE• `'���� `�'
APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
***************************** PERMIT INFORMATION *****************************
�, �
[�]-Building [ �-Plumbing [k ]-Electrical [�]-Mechanical [ )-�O�ther
Job Name: G� �;,�„� f i- Job Address: �� S p�-�N �(l.p�TP��E.i, ��yk�
�INtT IL-,S K�fO�ts►.q !'�S V�I�T � �J.jiL�,.p�q �J��,KiN�,
Legal Description: �— $}�cc]c �i�rfq SUBDIVISION:
� � 93c - t�- �nvkSK�� �c +�_ :3os
Owners Name: ��., L;PCoK Address: KL�r 3;.J��yM�;� F�, �'�iy�1 Ph.��{�-' C/(�
Architect: SiL-_V�N �-I'�MEi Q�i(�L�N Address: ��03nx��23� Vr4�L._ Cn �� Ph. - �
General Description: T �r�;�� �c-�a���. �
�
Work Class: [ ]-New [ ]-Alteration [ ]-Additiona�. [ ]-Repair [ ]-Other
Number of Dwelling Units: Number of Accommodation Units:
N mber and Type of Fireplaces: Gas Appliances Gas Logs_j_ Wood/Pellet
***�*****************'�*��*�***** 7 7 ******************************�**
VALUATIONS
BUILDING: # 5 J Li ��1� EIaECTRICAL: # ��S.00O OT R: ; � �� �V�
PLUMBING: ; (J O� MECHANICAL: � 'Z� �np� TOTAL: � syc;j� OQrj
*************************** CONTRACTOR INFORMAZ'ION **********************,t,t***
eneral Contractor: Q-�-1.j� � �„� 4 �SSo� =MC. Town of Vail Reg. NO.i7C�-- '�
Address: GY�.�e d.
- r �Phone Number: �y�-Si S 7 ,
r�eN, Co• 1�c2 c� -C�/l15 -
Electrical Contractor: '��{{,��� ��L`�; o Town of Vail Re . NO.�
Address: n�,ou, �,, . , �_-9(,��,�8� Phone Number: - �'
Plumbing Contractor: ����pp.��� 4���J���_ �j�,�r� Town of Vail Reg. NO.
Address: _C���.u,,�,��� sp��;��� (��, ���i����� phone Number: p - g
_ f�=�
Mechanical Contractor: �� _ �� Town of Vail Reg. NO.
Address: Phone Number:
******************************** FOR OFFICE USE *******************************
BUILDING PERMIT FEE: BUILDING PLAN CHECK FEE:
PLUMBING PERMIT FEE: PLUMBING PLAN CHECK ,�'EE:
MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE:
ELECTRICAL FEE: RECREATION FEE:
OTHER TYPE OF FEE: CLEAN-UP DEPOSIT:
DRB FEE: ��,�� TOTAL PERMIT FEES:
TYPE GROUP SQ.FT. VALUATION BUILDING:
SIGNATURE:
ZONING: �
SIGNATURE:
Comments•
CLEAN IIP DEP.OSIT REF[TND T0: ��_ ���4� � ��(/.
�OZ 0 L=s�}�oll:� IIaA� � �' ���'lr� ��j�?D
t,.y�.u�a_ tJro��ou�Yl�4 �i• _ /���u. Co. �Ib20
� � .
R.A. N ELSON
�ASSOCIATES, INC.
October 30, 1996
Dan Stamick
Town of Vail Bidg. Dept.
Vail, CO 81657
RE: Gateway unit #5 - Fire Protected Steel
Dear Dan,
In reference to our walk thru of Gateway unit #5 on 10/29/96. All major structural
steel and columns will be:
A. Wrapped with 2" mineral wool S.A.B.
Fire Attenuation Blanket for 1 1/2 hour rating
or
B. Wrapped with a double layer of 5/8" sheetrock.
This should address any concerns you may have for the fire rating of this structure.
Please call me with any questions.
Sin rely,
��. ��,�
Larry'Utzig _
Superintendent
• .
P.O. Drawer 5400 • Avon, Colorado 81620 � 970-949-5152 • FA,x 970-949-4379
�
Hydraulics Summary Sheet
All-State Fire Protection, Inc. Designer: F.P, i D.K.
6045 E. 76th Ave, #12 Calc By: F.P. � o.K.
Commerce City, CO 80022 Date: 10-22-96
(303)288-3941
Project Informa�ion Hydraulics
' Information
Gateway Plaza Unit 5 ,/� ��� �tt�• v .-
12 South Frontage Road `:��" Demand...
Vail, Colorado 81657 r �°'r'<_ ? � Spr Req'd Pres: 62.90 PSI
L r `° , f ° Spr Req'd Flow: 76.06 GPM
° � Add'I Flows: 100.00 GPM
- Hose at Srce: 0.00 GPM
Contract No: 96047 �� ��
i' ` 'l ,� � � - Total Flow: 176.06 GPM
Building: Unit 5 � - ��
System ID: Remote Rrea #1 Total Pres: 64.29 PSI
Static Elev: 0.00 Ft
Ref. Drawing No: FP - 1 of 2
Construction: Combustible Supply...
Occuponcy: Residential Water Flow Test
Static: 100.00 PSI
Authority: Uai 1 Fire Prevention Residual: 80.00 PSI
Qty Flowing: 3000.00 GPM
Elevation: 0.00 Ft
System Information Date: Time:
ey:
Hydraulics Design Criteria Pump Data
System Type: Wet Rated: 0.0 PSI@ 0.0 GPM
Density: 17 GPM/ Boost Pres: CNA) PSI
Remote Area: 4 AS Discharge Pres: (NR) PSI
Sprinkler Coverage: 20'x20' Discharge Flow: (NA) GPM
Design Standard: NF"PA 13R, 1994 ed.
Hazard: (NR> Combined
Static: (NA) PSI
Figure: CNR) Curve: (NA) Residual: <NR) PSI
Sprinklers / Nozzles Qty Flowing: ctvA> GPM
Man�facturer: Central .
Model: Residential Optima Concealed Available...
Size: 7/16" Orifice - 1/2" NPT P� 99•89 PSI@ 176.06 GPM
K-Factor: 4.2 F) 64.29 PSI@ 4102.67 GPM
Temp. Rating: 160 degrees F
Margin...
Pressure: 35.60 PSI
Flow: 3926.61 6PM
Sigma Dynomics Corporation I
7700 Summory Sheet
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� SUBMITTAL SERIAL N0:2380HY1 10-22-1996 PAGE 1
Remote Area #1
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
All-State Fire Protection, Inc .
6045 E. 76th Ave, #12
Commerce City, CO 80022
(303) 288-3901
FLOW TEST RESULTS
Water Supply
STATIC 100 .00 PSI
RESIDUAL 80 .00 PSI @ 3000 .00 GPM
CITY PRESSURE AVAILABLE AT 176 . 1 GPM 99 . 89 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
--- ---- ---- -------- --------
101 17 .00 17 .00 4 .20 16 .38
102 20 .48 17 .00 4 .20 23 .78
103 19 .49 17 .00 4 .20 21 .53
104 19 .09 17 . 00 4 .20 20 .66
TOTAL WATER REQUIRED FOR SYSTEM 76 .06 GPM
OUTFLOWS AT 20 100 . 00 GPM
TOTAL WATER REQUIREMENT 176 . 06 GPM
PRESSURE REQUIRED AT 0 64 .29 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 . 00 PSI
MAXIMUM VELOCITY FROM 52 TO 53 13 .25 FPS
`r /
SUBMITTAL SERIAL N0:2380HY1 10-22-1996 PAGE 2
Remote Area #1
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
54 101 0 . 811 L 0 .33 C=150 PT 16 .38 (101)
Q 17 .00 F=E F 3 . 00 PE -0 .14
DR T 3 .33 0 .2232 PF 0 . 74
53 54 0 . 811 L 14 .00 C=150 PT 16 .98 ( 54)
Q 17 .00 F=T, E F 7 .50 PE 0 .00
BN1 T 21 .50 0 .2232 PF 4 .80
PT 21 .78 ( 53)
------------------
57 104 0 . 811 L 0 .33 C=150 PT 20 .66 (104)
Q 19 .09 F=E F 3 .00 PE -0 .14
DR T 3 .33 0 .2766 PF 0 .92
53 57 0 . 811 L 1 .25 C=150 PT 21 .44 ( 57}
Q 19 .09 F=0 F 0 .00 PE 0 .00
BN1 T 1 .25 0 .2766 PF 0 .35
52 53DQ 17 .00 1 .055 L 5 . 75 C=150 PT 21 .79 ( 53)
Q 36 .09 F=T, E F 10 .60 PE 0 .00
BN2 T 16 .35 0 .2496 PF 4 .08
PT 25 .87 ( 52)
------------------
56 103 0 . 811 L 0 .33 C=150 PT 21 .53 (103)
Q 19 .49 F=E F 3 .00 PE -0 .14
DR T 3 .33 0 .2874 PF 0 .96
50 56 0 . 811 L 4 .50 C=150 PT 22 .35 ( 56)
Q 19 .49 F=T,E F 7 .50 PE 0 .00
BN1 T 12 . 00 0 .2874 PF 3 .45
PT 25 .80 ( 50)
------------------
55 102 0 .811 L 0 .33 C=150 PT 23 .78 (102)
Q 20 .48 F=T , F 4 .50 PE -0 .14
DR T 4 .83 0 .3151 PF 1 .52
51 55 1 . 055 L 3 . 75 C=150 PT 25 .16 ( 55)
Q 20 .48 F=T F 7 .60 PE 0 .00
BN2 T 11 .35 0 .0875 PF 0 . 99
PT 26 .15 ( 51)
------------------
52 50 2 .009 L 5 .75 C=150 PT 25 .79 ( 50)
Q 19 .49 F=2E F 15 .20 PE 0 .00
FM6 T 20 . 95 0 .0035 PF 0 .07
�
SUBMITTAL SERIAL N0:2380HY1 10-22-1996 PAGE 3
Remote Area #1
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
51 52DQ 36 .09 2 . 009 L 12 .08 C=150 PT 25 .86 ( 52)
Q 55 .58 F=0 F 0 .00 PE 0 .00
FM5 T 12 . 08 0 . 0241 PF 0 .29
27 51DQ 20 .48 2 .009 L 5 .75 C=150 PT 26 .15 ( 51)
Q 76 .06 F=0 F 0 .00 PE 0 .00
FM4 T 5 .75 0 . 0431 PF 0 .25
26 27 2 . 009 L 12 .25 C=150 PT 26 .40 ( 27)
Q 76 .06 F=E F 7 . 60 PF 0 .00
FM3 T 19 .85 0 .0431 PF 0 .86
25 26 2 . 009 L 8 .75 C=150 PT 27 .26 ( 26)
Q 76 .06 F=0 F 0 .00 PE 0 .00
FM3 T 8 .75 0 . 0431 PF 0 .38
24 25 2 .009 L 12 .92 C=150 PT 27 .64 ( 25)
Q 76 .06 F=2E F 15 .20 PE 0 .00 ,
FM3 T 28 . 12 0 . 0431 PF 1.21
23 24 2 .423 L 52 .50 C=150 PT 28 .85 ( 24)
Q 76 . 06 F=T, 2E F 36 .00 PE 0 .00
FM3 T 88 .50 0 .0173 PF 1 .53
22 23 3 .260 L 4 .58 C=120 PT 30 .38 ( 23)
Q 76 .06 F=0 F 0 . 00 PE 0 .00
FM3 T 4 .58 0 . 0062 PF 0 .03
21 22 4 .260 L 10 .17 C=120 PT 30 .41 ( 22)
Q 76 .06 F=2E,BV F 25 . 60 PE 0 .00
FM3 T 35 . 77 0 .0017 PF 0 .06
20 21 4 .260 . L 10 .75 C=120 PT 30 .47 ( 21)
Q 76 .06 F=0 F 0 .00 PE 4 .66
FR3 T 10 . 75 0 .0017 PF 0 .02
13 20DQ 100 .00 4 .260 � L 36 . 08 C=120 PT 35 .15 ( 20)
Q 176 .06 F=0 F 0 .00 PE 15 .63
FR2 T 36 .08 0 .0079 PF 0 .29
10 13 4 .260 L 12 . 83 C=120 PT 51 .07 ( 13)
Q 176 .06 F=E/E,T F 29 .60 PE 0 .00
FM1 T 42 .43 0 . 0079 PF 0 .34
�
SUBMITTAL SERIAL N0:2380HY1 10-22-1996 PAGE 4
Remote Area #1
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
7 10 4 .260 L 6 .67 C=120 PT 51 .41 ( 10)
Q 176 .06 F=T,BV F 28 . 00 PE 2 .89
FR1 T 34 .67 0 .0079 PF 0 .27
6 7 4 .260 L 1 .08 C=120 PT 54 .57 ( 7)
Q 176 . 06 F=0 F 0 . 00 PE 0 .00
MA T 1 . 08 0 . 0079 PF 0 .01
5 6 4 .260 L 0 .96 C=120 PT 54 .58 ( 6)
Q 176 .06 F=E,DCA F 6 .80 PE 0 .00
MA T 7 . 76 0 .0079 PF 0 .06
EXISTING 4�� Ames Mod. 2000ss - Double Check Valve Assembly 12 .00
COMMENT: 12 psi loss allowed for existing conditions
4 5 4 .260 L 7 .25 C=120 PT 66 .64 ( 5)
Q 176 .06 F=E F 6 .80 PE -3 .14
MA T 14 .05 0 .0079 PF 0 .11
3 4 4 .260 L 17 .00 C=120 PT 63 . 61 ( 4)
Q 176 .06 F=F F 6 .80 PE 0 .00
MA T 23 . 80 0 .0079 PF 0 .19
2 3 4 .260 L 42 . 00 C=120 PT 63 . 80 ( 3)
Q 176 .06 F=0 F 0 .00 PE 0 .00
MA T 42 .00 0 . 0079 PF 0 .33
1 2 4 .155 L 18 .00 C=140 PT 64 .13 ( 2)
Q 176 .06 F=0 F 0 .00 PE 0 .00
UN2 T 18 .00 0 .0067 PF 0 .12
0 1 6 .275 L 10 . 00 C=140 PT 64 .25 ( 1)
Q 176 .06 F=T, 2GV F 48 .00 PE 0 .00
UNl _ T 58 .00 0 .0009 PF 0 .05
PT 64 .30 ( 0)
Hydraulics Summary Sheet
All-State Fire Protection, Inc. Designer: F.P. i o.K.
6045 E. 76th Ave, #12 Calc By: F.P. � D.K.
Commerce City, CO 80022 Date: 10-22-96
(303)288-3901
Project Information Hydraulics
Information
Gateway Plaza Unit 5
12 South Frontage Road Demand...
Vail, Colorado 81657 Spr Req'd Pres: 72.35 PSI
Spr Req'd Flow: 70.85 GPM
Add'I Ftows: 100.00 GPM
Hose at Srce: 0.00 GPM
Contract No: 96047 Total Flow: 170.85 GPM
Building: Unit 5 Total Pres: 73.69 PSI
System ID: Remote Area #2 Static Elev: 0.00 Ft
Ref. Drawing No: FP - 2 of 2
Construction: Combustible Supply...
Water Flow Test
Occuponcy: Residential Static: 100.00 PSI
Authority: Vai 1 Fire Pre�ention Residual: 80.00 PSI
Qty Flowing: 3000.00 GPM
Elevotion: 0.00 Ft
System Information Date: Time:
By:
Hydraulics Design Criteria
System Type: Wet Pump Data
Rated: 0.0 PSI@ 0.0 GPM
Density: 17 GPM/ Boost Pres: CNA) PSI
Remote Area: 4 AS Discharge Pres: <NA) PSI
Sprinkler Coverage: 20'x20' Discharge Flow: (NA) GPM
Design Standard: NFPR 13R, 1994 ed. Combined
Hazard: (NA) Static: (NA) PSI
Figure: (NR) Curve: (NA) Residual: (NA) PSI
Sprinklers / Nozzles Qty Flowing: CNA) GPM
Manufacturer: Central - Available...
Model: Residential Optima Concealed p� 99.90 PSI@ 170.85 GPM
Size: 7/16" Orif ice - 1/2" NPT F� 73.69 PSI@ 3478.53 GPM
K-Factor: 4.2
Temp. Roting: 160 degrees F
Margin...
Pressure: 26.21 PSI
Flow: 3307.69 GPM
Sigmo Dynamics Corporation
7700 Summary Sheet
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SUBMITTAL SERIAL N0:2380HY1 10-22-1996 PAGE 1
•Remote Area #2
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
All-State Fire Protection, Inc .
6045 E. 76th Ave, #12
Commerce City, CO 80022
(303) 288-3901
FLOW TEST RESULTS
Water Supply
STATIC 100 .00 PSI
RESIDUAL 80 .00 PSI @ 3000 .00 GPM
CITY PRESSURE AVAILABLE AT 170 .9 GPM 99 .90 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
--- ---- ---- -------- --------
201 18 .15 17 .00 4 .20 18 .68
203 18 .18 17 .00 4 .20 18 . 75
204 17 .00 17 .00 4 .20 16 .38
205 17 .52 17 . 00 4 .20 17 .39
TOTAL WATER REQUIRED FOR SYSTEM 70 . 85 GPM
OUTFLOWS AT 20 100 . 00 GPM
TOTAL WATER REQUIREMENT 170 . 85 GPM
PRESSURE REQUIRED AT 0 73 . 69 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 . 00 PSI
MAXIMUM VELOCITY FROM 33 TO 44 12 . 91 FPS
SUBMITTAL SERIAL N0:2380HY1 10-22-1996 PAGE 2
Remote Area #2
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
45 204 0 .811 L 0 .50 C=150 PT 16 .38 (204)
Q 17 .00 F=E F 3 .00 PE -0 .22
DR T 3 .50 0 .2232 PF 0 .78
44 45 0 .811 L 9 .75 C=150 PT 16 .94 ( 45)
Q 17 .00 F=E F 3 .00 PE 0 .00
BNl T 12 .75 0 .2232 PF 2 . 85
PT 19 .79 ( 44)
------------------
46 205 0 .811 L 0 .50 C=150 PT 17 .39 (205)
Q 17 .52 F=E F 3 .00 PE -0 .22
DR T 3 .50 0 .2359 PF 0 .83
34 46 0 .811 L 12 .50 C=150 PT 18 .00 ( 46)
Q 17 .52 F=T, E F 7 .50 PE 0 .00
BN1 T 20 . 00 0 .2359 PF 4 .72
33 34 2 .009 L 5 .00 C=150 PT 22 .72 ( 34) �
Q 17 .52 F=0 F � 0 .00 PE 0 .00
NC T 5 .00 0 .0028 PF 0 . 01
PT 22 .73 ( 33)
------------------
44 203 0 .811 L 0 .50 C=150 PT 18 .75 (203)
Q 18 .18 F=T F 4 .50 PE -0 .22
DR T 5 .00 0 .2529 PF 1 .26
33 44DQ 17 .00 1 . 055 L 4 .75 C=150 PT 19 . 79 ( 44)
Q 35 .18 F=T F 7 .60 PE 0 .00
BN2 T 12 .35 0 .2382 PF 2 .94
32 33DQ 17 .52 2 . 009 L 5 .00 C=150 PT 22 .73 ( 33)
Q 52 .70 F=0 F 0 .00 PE 0 .00
NC , T 5 .00 0 .0218 PF 0 . 11
PT 22 .84 ( 32)
------------------
41 201 0 . 811 L 0 .50 C=150 PT 18 .68 (201)
Q 18 .15 F=E F 3 .00 PE -0 .22
DR T 3 .50 0 .2520 PF 0 .88
42 41 0 .811 L 6 .00 C=150 PT 19 .34 ( 41)
Q 18 .15 F=0 F 0 .00 PE 0 .00
BN1 T 6 .00 0 .2520 PF 1.51
32 42 1.055 L 7 .25 C=150 PT 20 .85 ( 42)
Q 18 .15 F=T, 2E/T F 21 .20 PE 0 .00
BN2 T 28 .45 0 .0700 PF 1 .99
SUBMITTAL SERIAL N0:2380HY1 10-22-1996 PAG� 3
Remote Area #2
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
31 32DQ 52 .70 2 .009 L 67 . 83 C=150 PT 22 .84 ( 32)
Q 70 .85 F=E,GV, 2E/CV,T, 2E F 70 .70 PE 0 .00
NC T 138 .53 0 .0378 PF 5 .24
30 31 2 . 009 L 13 .92 C=150 PT 28 .08 ( 31)
Q 70 .85 F=E F 7 .60 PE 6 .03
FR4 T 21 .52 0 . 0378 PF 0 . 81
50 30 2 .009 L 0 .50 C=150 PT 34 .92 ( 30)
Q 70 .85 F=0 F 0 . 00 PE 0 .00
FM7 T 0 .50 0 .0378 PF 0 .02
52 50 2 .009 L 5 . 75 G-150 PT 34 .94 ( 50)
Q 70 . 85 F=2E F 15 .20 PE 0 .00
FM6 T 20 .95 0 .0378 PF 0 .79
51 52 2 .009 L 12 .08 C=150 PT 35 .73 ( 52)
Q 70 . 85 F=0 F 0 .00 PE 0 .00 -
FM5 T 12 .08 0 .0378 PF 0 .46
27 51 2 .009 L 5 .75 C=150 PT 36 .19 ( 51)
Q 70 . 85 F=0 F 0 . 00 PE 0 .00
FM4 T 5 . 75 0 .0378 PF 0 .22
26 27 2 .009 L 12 .25 C=150 PT 36 .41 ( 27)
4 70 .85 F=E F 7 .60 PE 0 .00
FM3 T 19 .85 0 .0378 PF 0 .75
25 26 2 .009 L 8 . 75 C=150 PT 37 .16 ( 26)
Q 70 .85 F=0 F 0 . 00 PE 0 .00
FM3 T 8 .75 0 .0378 PF 0 .33
24 25 2 .009 , L 12 .92 C=150 PT 37 .49 ( 25)
Q 70 .85 F=2E F 15 .20 PE 0 .00
FM3 T 28 . 12 0 .0378 PF 1 .06
23 24 2 .423 L 52 .50 C=150 PT 38 .55 ( 24)
Q 70 .85 F=T, 2E F 36 .00 PE 0 .00
FM3 T 88 .50 0 .0152 PF 1 .35
22 23 3 .260 L 4 .58 C=120 PT 39 . 90 ( 23)
Q 70 .85 F=0 F 0 .00 PE 0 . 00
FM3 T 4 .58 0 .0054 PF 0 . 02
_�
SUBMITTAL SERIAL N0:2380HY1 10-22-1996 PAGE 4
Remote Area #2
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
21 22 4 .260 L 10 .17 C=120 PT 39 .92 ( 22)
Q 70 .85 F=2E,BV F 25 . 60 PE 0 .00
FM3 T 35 . 77 0 .0015 PF 0 .05
20 21 4 .260 L 10 .75 C=120 PT 39 .97 ( 21)
Q 70 .85 F=0 F 0 . 00 PE 4 .66
FR3 T 10 . 75 0 . 0015 PF 0 .02
13 20DQ 100 .00 4 .260 L 36 .08 C=120 PT 44 . 65 ( 20)
Q 170 .85 F=0 F 0 .00 PE 15 .63
FR2 T 36 . 08 0 .0075 PF 0 .27
10 13 4 .260 L 12 .83 C=120 PT 60 .55 ( 13)
Q 170 .85 F=E/E,T F 29 .60 PE 0 .00
FMl T 42 .43 0 .0075 PF 0 .32
7 10 4 .260 L 6 . 67 C=120 PT 60 .87 ( 10)
Q 170 .85 F=T,BV F 28 .00 PE 2 .89 �
FR1 T 34 . 67 0 .0075 PF 0 .26
6 7 4 .260 L 1 .08 C=120 PT 64 .02 ( 7)
Q 170 .85 F=0 F 0 .00 PE 0 .00
MA T 1 .08 0 .0075 PF 0 .01
5 6 4 .260 L 0 . 96 C=120 PT 64 .03 ( 6)
Q 170 .85 F=B,DCA F 6 .80 PB 0 .00
MA T 7 . 76 0 .0075 PF 0 .06
EXISTING 4�� Ames Mod. 2000ss - Double Check Valve Assembly 12 .00
COrM�lENT: 12 psi loss allowed for existing conditions
4 5 4 .260 L 7 .25 C=120 PT 76 .09 ( 5)
Q 170 .85 F=E F 6 . 80 PE -3 .14
MA , T 14 .05 0 .0075 PF 0 .11
3 4 4 .260 L 17 . 00 C=120 PT 73 .06 ( 4)
Q 170 . 85 F=E F 6 . 80 PE 0 .00
MA T 23 . 80 0 .0075 PF 0 . 18
2 3 4 .260 L 42 .00 C=120 PT 73 .24 ( 3)
Q 170 .85 F=0 F 0 . 00 PE 0 . 00
MA T 42 . 00 0 .0075 PF 0 .31
1 2 4 . 155 L 18 .00 C=140 PT 73 .55 ( 2)
Q 170 .85 F=0 F 0 .00 PE 0 .00
t7N2 T 18 . 00 0 .0063 PF 0 . 11
�
SUBMITTAL SERIAL N0:2380HY1 10-22-1996 PAGE 5
Remote Area #2
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
0 1 6 .275 L 10 .00 C=140 PT 73 . 66 ( 1)
Q 170 .85 F=T, 2GV F 48 .00 PE 0 .00
UNl T 58 .00 0 .0009 PF 0 .05
PT 73 .71 ( 0)
� � � -��,
. � �
• Hydraulics Summary Sheet j
All-State Fire Protection, Inc. Designer: F.P. � D.K. �
6045 E. 76th Ave, #12 Calc By: F.P. / 0.K.
Commerce City, CO 80022 Date: 8-27-96
(303)288-3901 - -
Project Information Hydraulics
- Information
Gateway Plaza u��� ���� ��p�RTME
12 South Frontag �mand...
Vail, Colorado 81657 A��3�'��¢� �� ��b�!��Ed � Spr Req'd Pres: 75.48 PSI
�`'���Q'.��'d S ;�u:�:::� 0� Spr Req'd Flow: 76.62 GPM
� Y _�� ��� Add'I Flows: 100.00 GPM
Contract No: 9604By� -----y� �.� ose at Srce: 0.00 GPM
��'8. /�y,.Q �� ����v�hyL /— � b � Total Flow: 176.62 GPM
Building: Unit �; /�, S� Total Pres: 76.88 PSI
System ID: Remo����re Static Elev: 0.00 Ft
��P - 1 of 2 �
Construction: Combustible-�1
Supply...
Water Flow Test
Occupancy: Residential Static: 100.00 PSI
Authority: Vai 1 Fire Pre�ention Residual: 80.00 PSI
Qty Flowing: 3000.00 GPM
Elevation: 0.00 Ft
System Information Date: Time:
By:
Hydraulics Design Criteria
System Type: Wet Pump Data
Rated: 0.0 PSI@ 0.0 GPM
Density: 17 GPM/sPRtNKLER Boost Pres: (NA) PSI
Remote Area: 4 RS Discharge Pres: (NA) PSI
Sprinkler Coverage: 20'x20' Discharge Flow: CNA) GPM
Design Standard: NFPA 13R, 1994 ed. Combined
Hazard: (NA) Static: <NR) PSI
Figure: <NR) Curve: (NA) Residual: (NA> PSI
Sprinklers / Nozzles Qty Flowing: ctvA� GPM
Monufacturer: Central Avallable...
Model: Residential Optima Concealed P� 99.89 PSI@ 176.62 GPM
S ize: 7/16" Or i f i ce - " NPT
K—Factor: 4.2 f� � ����� . F) 76.88 PS I@ 3244.32 GPM
' 1� ��� �: ��
Temp. Rating: 160 degrees F �,�, i��
u.�� ��`P _ }�Margin...
� .: ` � ��� Pressure: 23.01 PS I
��;� ;. �� 1f�', � � � Flow: 3067.70 GPM
�� �� � ��d�k:,,
, -
T�Wn �f ` . Sigma Dynomics Corporation
O Val� 7700 Summory Sheet
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SUBMITTAL SERIAL N0:23�HY1 � 08-25-1996 PAGE 1
' Ren�ote Area #1
• Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
All-State Fire Protection, Inc .
6045 E. 76th Ave, #12
Commerce City, CO 80022
(303) 288-3901
FLOW TEST RESULTS
Water Supply - _
STATIC 100 . 00 PSI
RESIDUAL 80 .00 PSI @ 3000 . 00 GPM
CITY PRESSURE AVAILABLE AT 176 .6 GPM 99 . 89 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
--- ---- ---- -------- --------
101 17 .00 17 .00 4 .20 16 .38
102 22 . 95 17 . 00 4 .20 29 .87
103 18 .39 17 . 00 4 .20 19 .17
104 18 .28 17 . 00 4 .20 18 .94
TOTAL WATER REQUIRED FOR SYSTEM 76 . 62 GPM
OUTFLOWS AT 20 100 . 00 GPM
TOTAL WATER REQUIREMENT 176 . 62 GPM
PRESSURE REQUIRED AT 0 76 . 88 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI
MAXIMUM VELOCITY FROM 27 TO 51 28 .12 FPS
. v � !
� SUBMITTAL SERIAL N0:2380HY1 OS-25-1996 PAGE 2
Remote Area #1
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
54 101 0 . 811 L 0 .33 C=150 PT 16 .38 (101)
Q 17 . 00 F=T, F 4 .50 PE -0 .14
DR T 4 . 83 0 .2232 PF 1 . 08
53 54 0 . 811 L 14 . 00 C=150 PT 17 .32 ( 54)
Q 17 .00 F=E F 3 . 00 PE 0 .00
BN1 T 17 . 00 0 .2232 PF 3 . 79
PT 21 . 11 ( 53)
------------------
57 104 0 .811 L 0 .33 C=150 PT 18 . 94 (104)
Q 18 .28 F=E F 3 . 00 PE -0 .14
DR T 3 . 33 0 .2553 PF 0 . 85
53 57 0 . 811 L 1 .25 C=150 PT 19 .65 ( 57)
Q 18 .28 F=T F 4 . 50 PE 0 .00
BN1 T 5 .75 0 .2553 PF 1 .47
52 53DQ 17 . 00 1 . 055 L 3 .75 C=150 PT 21 . 12 ( 53)
Q 35 .28 F=0 F 0 . 00 PE 0 .00
BN2 T 3 .75 0 .2393 PF 0 . 90
PT 22 .02 ( 52)
------------------
56 103 0 . 811 L 0 .33 C=150 PT 19 .17 (103)
Q 18 .39 F=E F 3 . 00 PE -0 . 14
DR T 3 .33 0 .2581 PF 0 .86
52 56 0 . 811 L 8 .25 C=150 PT 19 . 89 ( 56)
Q 18 .39 F=0 F 0 . 00 PE 0 . 00
BN1 T 8 .25 0 .2581 PF 2 .13
51 52DQ 35 .28 1 . 055 L 12 .08 C=150 PT 22 . 02 ( 52)
Q 53 .66 F=0/T F 7 . 60 PE 0 . 00
NC2 T 19 .68 0 .5201 PF 10 .24
PT 32 .26 ( 51)
------------------
55 102 0 . 811 L 0 .33 C=150 PT 29 . 87 (102)
Q 22 . 95 F=E F 3 .00 PE -0 . 14
DR T 3 .33 0 .3890 PF 1 . 30
51 55 1 . 055 L 3 .75 C=150 PT 31 . 03 ( 55)
Q 22 . 95 F=T F 7 .60 PE 0 . 00
BN2 T 11 . 35 0 . 1081 PF 1 .23
27 51DQ 53 .66 1 .055 L 7 . 75 C=150 PT 32 . 26 ( 51)
Q 76 . 62 F=0 F 0 . 00 PE 0 .00
NC1 T 7 . 75 1 .0049 PF 7 . 79
. •) �
�
� SUBMITTAL SERIAL N0:2380HY1 08-25-1996 PAGE 3
Remote Area #1
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv �Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
26 27 2 .009 L 10 .25 C=150 PT 40 .05 ( 27) --
Q 76 .62 F=E F 7 .60 PE 0 . 00
FM3 T 17 . 85 0 .0436 PF 0 . 78 -
25 26 2 . 009 L 8 . 75 C=150 PT 40 . 83 ( 26)
Q 76 .62 F=0 F 0 . 00 PE 0 . 00
FM3 T 8 . 75 0 . 0436 PF 0 .38
24 25 2 .157 L 12 .58 C=120 PT 41 .21 ( 25)
Q 76 . 62 F=E F 3 .50 PE 0 .00
FM3 T 16 . 08 0 . 0466 PF 0 .75
23 24 2 . 635 L 42 . 08 C=120 PT 41 .96 ( 24)
Q 76 . 62 F=T, E F 15 . 10 PE 0 .00
FM3 T 57 . 18 0 . 0176 PF 1 .01
22 23 3 .260 L 4 .58 C=120 PT 42 . 97 ( 23)
Q 76 .62 F=0 F 0 . 00 PE 0 .00
FM3 T 4 .58 0 . 0062 PF 0 .03
21 22 4 .260 L 10 . 17 C=120 PT 43 .00 ( 22)
Q 76 . 62 F=2E,BV F 25 . 60 PE 0 . 00
FM3 T 35 . 77 0 .0017 PF 0 .06
20 21 4 .260 L 10 .75 C=120 PT 43 . 06 ( 21)
Q 76 .62 F=0 F 0 . 00 PE 4 . 66
FR3 T 10 . 75 0 .0017 PF 0 . 02
13 20DQ 100 .00 4 .260 L 36 .08 C=120 PT 47 .74 ( 20)
Q 176 . 62 F=0 F 0 . 00 PE 15 . 63
FR2 T 36 . 08 0 .0080 PF 0 .29
10 13 4 .260 L 12 . 83 C=120 PT 63 .66 ( 13)
Q 176 .62 F=E/E,T F 29 . 60 PE 0 . 00
FM1 T 42 .43 0 .0080 PF 0 .34
7 10 4 .260 L 6 . 67 C=120 PT 64 .00 ( 10)
Q 176 . 62 F=T,BV F 28 .00 PE 2 .89
FRl T 34 . 67 0 . 0080 PF 0 .28
6 7 4 . 260 L 1 . 08 C=120 PT 67 . 17 ( 7)
Q 176 .62 F=0 F 0 . 00 PE 0 . 00
MA T 1 . 08 0 . 0080 PF 0 . 01
i . �
�
• SUBMITTAL SERIAL N0:2380HY1 08-25-1996 PAGE 4
Remote Area #1
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI �
r,
I
5 6 4 .260 L 0 . 96 C=120 PT 67 . 18 ( 6) ���';
Q 176 .62 F=E,DCA F 6 . 80 PE 0 .00 ��
MA T 7 . 76 0 .0080 PF 0 . 06 +; t3 /��, I�>
EXISTING 4° Ames Mod. 2000ss - Double Check Valve Assembly 12 .00 �I ���
�ya,
CONIl�IENT: 12 psi loss allowed for existing conditions � C l�
4 5 4 .260 L 7 .25 C=120 PT 79 .24 ( 5)
Q 176 .62 F=E F 6 . 80 PE -3 .14
MA T 14 .05 0 .0080 PF 0 .11
3 4 4 .260 L 17 .00 C=120 PT 76 .21 ( 4)
Q 176 . 62 F=E F 6 . 80 PE 0 .00
MA T 23 . 80 0 .0080 PF 0 .19
2 3 4 .260 L 42 . 00 C=120 PT 76 .40 ( 3)
Q 176 .62 F=0 F 0 .00 PE 0 .00
MA T 42 . 00 0 . 0080 PF 0 .34
1 2 4 .155 L 18 . 00 C=140 PT 76 .74 ( 2)
Q 176 .62 F=0 F 0 . 00 PE 0 . 00
UN2 T 18 . 00 0 .0068 PF 0 .12
0 1 6 .275 L 10 .00 C=140 PT 76 . 86 ( 1)
Q 176 .62 F=T, 2GV F 48 . 00 PE 0 . 00
iJNl T 58 .00 0 .0009 PF 0 . 05
PT 76 . 91 ( 0)
t
,f � �
• Hydraulics Summary Sheet
All-State Fire Protection, Inc. Designer: F.p. i o.K.
6045 E. 76th Ave, #12 Calc By: F.P. / D.K.
Commerce City, CO 80022
(303)288-3901 _ Date: 8-27-96 _
Project Information Hydraulics
Information
Gateway Plaza Unit 5 _ -
12 South Frontage Road Demand...
Vail, Colorado 81657 Spr Req'tl Pres: 64.37 PSI
Spr Req'd Flow: 55.01 GPM
Add'I Flows: 100.00 GPM
Hose at Srce: 0.00 GPM
Contract No: 96047
Total Flow: 155.01 GPM
Building: Unit S Total Pres: 65.56 PSI
System ID: Remote Area #2
I � ��� of 2 � }A,� Static Elev: 0.00 Ft
���
Construction: Combustible—KoN Supply...
Water Flow Test
OccupanCy: Residential StatiC: 100.00 PSI
Authority: Uai 1 Fire Pre�ention Residual: 80.00 PSI
Qty Flowing: 3000.00 GPM
Elevation: 0.00 Ft
System Information Date: Time:
By:
Hydraulics Design Criteria
System Type: Wet Pump Data
Rated: 0.0 PSI@ 0.0 GPM
Density: 13.5 GPM/SPR�NKLEfZ Boost Pres: (NA) PSI
Remote Area: 4 AS Discharge Pres: (NR) PSI
Sprinkler Coverage: 20'x20' Discharge Flow: CNA) GPM
Design Standard: NFPA 13R, 1994 ed. Combined
Hazard: CNR) Static: (NA) PSI
Figure: CNA> Curve: CNA) Residual: CNA) PSI
Sprinklers / Nozzles Qty Flowing: (NA) GPM
Manufacturer: Central
Available...
Model: LF p) 99.92 PSI@ 155.01 GPM
SiZe: 3/8" Orifice - 1/2" NPT F� 65.56 PSI@ 4023.15 6PM
K—Factor: 3.0
Temp. Rating: 155 degrees F
Margin...
Pressure: 34.35 PSI
Flow: 3868.14 GPM
Sigmo Dynamics Corporation
7700 Summory Sheet J
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SUBMITTAL SERIAL N0:23 0 Y1 � 08-25-1996 PAGE 1
Rernote Area #2
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
All-State Fire Protection, Inc.
6045 E . 76th Ave, #12
Commerce City, CO 80022
(303) 288-3901
FLOW TEST RESULTS
Water Supply
STATIC 100 . 00 PSI
RESIDUAL 80 . 00 PSI @ 3000 .00 GPM
CITY PRESSURE AVAILABLE AT 155 . 0 GPM 99 . 92 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
--- ---- ---- -------- --------
201 13 .77 13 .50 3 .00 21 . 07
202 13 .94 13 .50 3 .00 21 .59
203 13 .50 13 .50 3 .00 20 .25
204 13 . 80 13 .50 3 .00 21 .15
TOTAL WATER REQUIRED FOR SYSTEM 55 .01 GPM
OUTFLOWS AT 20 100 . 00 GPM
TOTAL WATER REQUIREMENT 155 . 01 GPM
PRESSURE REQUIRED AT 0 65 .56 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI
MAXIMUM VELOCITY FROM 47 TO 202 7 .29 FPS
. � �
' SUBMITTAL SERIAL N0:2380HY1 08-25-1996 PAGE 2
Remote Area #2
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
41 203 0 . 884 L 0 .50 C=150 PT 20 .25 (203)
Q 13 .50 ._ F=E F 7 . 00 PE -0 .22
DR T 7 . 50 0 .0958 PF 0 . 72
42 41 1 . 109 L 9 .75 C=150 PT 20 .75 ( 41)
Q 13 .50 F=E F 7 . 00 PE 0 . 00
BN T 16 . 75 0 . 0317 PF 0 .53
PT 21 .28 ( 42)
------------------
42 204 0 . 884 L 0 . 50 C=150 PT 21 .15 (204) .
Q 13 .80 F=T F 3 .00 PE -0 .22
DR T 3 .50 0 . 0997 PF 0 .35
43 42DQ 13 .50 1 .400 L 8 .00 C=150 PT 21 .28 ( 42)
Q 27 .30 F=E F 8 . 00 PE 0 .00
BN T 16 . 00 0 .0375 PF 0 . 60
44 43 1 . 602 L 2 . 83 C=150 PT 21 . 88 ( 43)
Q 27 .30 F=E F 9 . 00 PE 0 . 00
BN T 11 .83 0 . 0195 PF 0 .23
45 44 2 . 003 L 6 . 00 C=150 PT 22 . 11 ( 44)
Q 27 .30 F=0 F 0 .00 PE 0 . 00
BN T 6 . 00 0 . 0066 PF 0 . 04
PT 22 . 15 ( 45)
------------------
47 202 0 . 884 L 0 .50 C=150 PT 21 .59 (202)
Q 13 .94 F=T F 3 . 00 PE -0 .22
DR T 3 .50 0 .1016 PF 0 .36
PT 21 .73 ( 47)
------------------
49 201 0 . 884 L 0 .50 C=150 PT 21 .07 (201)
Q 13 . 77 F=E F 7 .00 PE -0 .22
DR T 7 . 50 0 .0993 PF 0 .74
48 49 1 .109 L 1 . 00 C=150 PT 21 .59 ( 49)
Q 13 . 77 F=0 F 0 . 00 PE 0 . 00
BN T 1 . 00 0 . 0329 PF 0 . 03
47 48 1 .400 L 10 .00 C=150 PT 21 . 62 ( 48)
Q 13 .77 F=0 F 0 . 00 PE 0 .00
BN T 10 .00 0 . 0106 PF 0 . 11
46 47DQ 13 . 94 1 . 602 L 4 . 00 C=150 PT 21 .73 ( 47)
Q 27 .71 F=E F 9 . 00 PE 0 . 00
BN T 13 . 00 0 .0200 PF 0 .26
. , � •
� SUBMITTAL SERIAL N0:2380HY1 08-25-1996 PAGE 3
Remote Area #2
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
45 46 2 . 003 L 13 . 00 C=150 PT 21 .99 { 46)
Q 27 . 71 F=E F 11 . 00 PE 0 . 00
BN T 24 .00 0 .0067 PF 0 :16
32 45DQ 27 .30 2 . 003 L 14 .25 C=150 PT 22 . 15 ( 45)
Q 55 .01 F=0/T F 10 .00 PE 0 . 00
NC T 24 .25 0 . 0240 PF `0 .58
31 32 2 . 009 L 4 .42 C=150 PT 22 .73 ( 32)
Q 55 .01 F=2E/T F 30 .30 PE 0 . 00
FM4 T 34 . 72 0 .0236 PF 0 .82
28 31 2 .009 L 13 .92 C=150 PT 23 .55 ( 31)
Q 55 .01 F=E F 7 . 60 PE 6 .03
FR4 T 21 .52 0 . 0236 PF 0 .51
27 28 2 . 009 L 1 .25 C=150 PT 30 .09 ( 28)
Q 55 . 01 F=T F 15 .10 PE 0 .00
FM3 T 16 .35 0 .0236 PF 0 .39
26 27 2 .009 L 10 .25 C=150 PT 30 .48 ( 27)
Q 55 .01 F=E F 7 . 60 PE 0 .00
FM3 T 17 . 85 0 .0236 PF 0 .42
25 26 2 . 009 L 8 .75 C=150 PT 30 .90 ( 26)
Q 55 . 01 F=0 F 0 . 00 PE 0 . 00
FM3 T 8 .75 0 . 0236 PF 0 .21
24 25 2 . 157 L 12 .58 C=120 PT 31 . 11 ( 25)
Q 55 . 01 F=E F 3 .50 PE 0 .00
FM3 T 16 . 08 0 . 0253 PF 0 .41
23 24 2 . 635 L 42 .08 C=120 PT 31 .52 ( 24)
Q 55 .01 F=T, E F 15 . 10 PE 0 .00
FM3 T 57 .18 0 . 0095 PF 0 .54
22 23 3 .260 L 4 . 58 C=120 PT 32 . 06 ( 23)
Q 55 .01 F=0 F 0 .00 PE 0 .00
FM3 T 4 . 58 0 . 0034 PF 0 .02
21 22 4 . 260 L 10 . 17 C=120 PT 32 .08 ( 22)
Q 55 . 01 F=2E,BV F 25 . 60 PE 0 . 00
FM3 T 35 . 77 0 .0009 PF 0 .03
~ � •
- SUBMITTAL SERIAL N0:2380HY1 08-25-1996 PAGE 4
Remote Area #2
Gateway Plaza Unit 5
12 South Frontage Road
Vail, Colorado 81657
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
20 21 4 .260 L 10 . 75 C=120 PT 32 . 11 ( 21)
Q 55 .01 F=0 F 0 . 00 PE 4 .66
FR3 - T 10 .75 0 . 0009 .PF 0 .01
13 20DQ 100 .00 4 .260 L 36 . 08 C=120 PT 36 . 78 ( 20)
Q 155 . 01 F=0 F 0 . 00 PE 15 . 63
FR2 T 36 . 08 0 . 00b2 PF 0 .22
10 13 4 .260 L 12 . 83 C=120 PT 52 . 63 ( 13)
Q 155 .01 F=E/E,T F 29 . 60 PE 0 . 00
FM1 T 42 .43 0 .0062 PF 0 .26
7 10 4 .260 L 6 .67 C=120 PT 52 . 89 ( 10}
Q 155 .01 F=T,BV F 28 . 00 PE 2 . 89
FRl T 34 . 67 0 . 0062 PF 0 .21
6 7 4 .260 L 1 .08 C=120 PT 55 .99 ( 7)
Q 155 . 01 F=0 F 0 . 00 PE 0 . 00
MA T 1 . 08 0 .0062 PF 0 .01
5 6 4 .260 L 0 . 96 C=120 PT 56 .00 ( 6) , �
Q 155 . 01 F=E,DCA F 6 . 80 PE 0 .00 ���
MA T 7 . 76 0 . 0062 PF 0 . 05 ����f1 /3
EXISTING 4° Ames Mod. 2000ss - Double Check Valve Assembly 12 .00 �� � �
CONIl�IENT: 12 psi loss allowed for existing conditions � �
��.
�
4 5 4 .260 L 7 .25 C=120 PT 68 .05 ( 5)
Q 155 .01 F=E F 6 . 80 PE -3 . 14
MA T 14 . 05 0 .0062 PF 0 . 09
3 4 4 .260 L 17 . 00 C=120 PT 65 . 00 ( 4)
Q 155 .01 F=E F 6 . 80 PE 0 .00
MA T 23 . 80 0 .0062 PF 0 .15
2 3 4 .260 L 42 . 00 C=120 PT 65 . 15 ( 3)
Q 155 .01 F=0 F 0 . 00 PE 0 .00
MA T 42 . 00 0 .0062 PF 0 .26
1 2 4 . 155 L 18 . 00 C=140 PT 65 .41 ( 2)
Q 155 . 01 F=0 F 0 . 00 PE 0 . 00
UN2 T 18 . 00 0 .0053 PF 0 . 10
0 1 6 .275 L 10 . 00 C=140 PT 65 . 51 ( 1)
Q 155 .01 F=T, 2GV F 48 . 00 PE 0 . 00
ITN1 T 58 . 00 0 .0007 PF 0 . 04
PT 65 .55 ( 0)
�
. ' • .
�. ' .
ALL-STATE FIRE PROTECTION, INC
6045 E. 76TH AVE. #12
COMMERCE CITY, CO 80022
GATEWAY PLAZA UNIT 5
PIPE AND FITTINGS
A. TYPE M COPPER TUBE
B. SOLDER JOINT COPPER AND BRASS FITTINGS
SPRINKLER HEADS �
A. CENTRAL RESIDENTIAL OPTIMA CONCEALED '
B. CENTRAL MODEL LF �°����
/r-���� �
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ACCESSORIES
A. TOLCO FIG. 200 TRIMLINE ADJUSTABLE SWIVEL RING HANGERS
vAr� F�'�E
DEpAQ�M��T
p.pprov�d as Sub��teed � ,��
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T�tle: �.�� .��
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Town of Vail
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. �In:roduction Table of Contents
Copper, with its unique combination of economy and versatility, Introduction .............................2
has proven itself repeatedly in piping systems. With established NFPA Standards
solid performance, these same qualities which have made it the and Model Codes ...............3
material of choice in other applications prove its ability for use in Copper's Benefits ...................4
- fire sprinkler systems. Copper has long-established advantages ■ Ease of Handling.............4
over steel and plastics. ■ Hangers, Supports
Copper is lightweight and compact, which eases fabrication and and Fittings ....................4
installation and saves on the space needed to install tube in con- ■ Joining Techniques.........5
fined areas. Copper systems can be economically fabricated by ■ Dealing with
soldering or brazing using conventional equipment or electric re- Space Limitations ..........5
sistance tools. Joining is done with standard fittings or mechanicai Performance .........................:.6-
tee-pulling devices. Bending and forming of the tube is easy due Technical Data.......................:7
to copper's ductility. Modification and repair is simplified. In occu- ■ Tube Characteristics.......7
pied spaces the installation is clean and copper can be easily fit ■ Friction Loss Tables .......8
into tight spaces and around fixtures. The corrosion resistance of ■ Friction Losses:
copper, both external and internal, helps to maintain a neat ap- Fittings and Valves ......10
pearance and provides superior flow characteristics. ■ Tube Bending Guide.....10
In terms of installed costs and material integrity, copper pro- ■ Hange.r Spacing ............10
vides a low maintenance project with excellent economy. The re- ■ Hanger Sizing ...............10
sult is beneficial to everyone from the contractor to the building ■ Soldering and Brazing ..11
��F• ■ Material Specifications..11
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Figure 1. Copper fire sprinkler system in a Figure 2. Copper is very effective in residen-
commercial building being in- tial applications, such as this multi-
stalled with electric resistance family unit.
. heating.
2
.
-�„
� �Cupper's Benefits
Ease of Handlin economy and less overall
g weight for shipping, storing, Hangers, Supports
handling and installing, and Fittings
Copper's combination of Due to copper's installation
rigidity with light weight makes flexibility, the choice of field or Copper systems require
both shipping and storing shop fabrication allows for free- fewer hangers and supports
easier for the contractor. Cop- dom in engineering design. than do plastic piping systems
per tube is easier to handle. It Copper is ductile; it can be because of the rigidity of cop-
does not have the fragility of bent without producing kinks in per. In general, at least one
plastic nor the weight of steel. the tube or causing it to col= hanger is required for each
In on-site storage, copper tube, lapse. Bending in the field can horizontal tube length installed.
unlike plastic alternatives, is be done cold using hand tools, For hanger sp�cing detail, see
unaffected by exposure to sun- and shop bending may utilize Table 5, page 10.
light. Copper will not support either hand or power bending Tube straps, U-hooks, or
combustion or produce toxic machines. Fabrication of cop- perforated straps are all ac-
gases. per is possible in a very small ceptable hangers where struc-
Comparisons to steel in wall work area. Heavy pipe thread- tural conditions permit. Flat iron
thickness and weight show ing machines are replaced with (steel band) hangers, ring
another advantage of copper. portable, easy-to-use hand hangers, an.d clevis hangers
Smaller pipe sizes can be tools, so job site cleanliness may also be employed and are
used, which means greater is facilitated. made to copper tube sizes.
Standard pipe size (SPS) steel
�`�- � � � �_�� #-p` � Type M Copper band and ring hangers can
� �,�,� :�.�� �
° ��4� ;����� '� also be used. Special plating or
ype M Copper�,� painting of ferrous hangers is
� f '��°��� not required when used with
- ,�.�,� x,�,-�
� ���-�:; ;=.�:��� copper tube since the potential
` £Scn��o Steel� for alvanic corrosion of the
. X �-� �ri� - Sch. 40 Steel g
-� ��,_��, _� �:. hangers is slight, except in wet
� ; �r� or corrosive atmospheres, for
'° �: �--
�Sch�4o Steel example, where special coated
� � sprinklers are required.
Pressure fittings are avail-
Ibs* 2 4 6 8 able in all standard tube sizes
'Weight is based on pounds per linear foot for 2° and in a wide variety of pat-
diameter tube and/or pipe, inc►uding water. terns. TypiCally, with copper
- systems the fittings are smaller _
_Figure 4. Comparative wall thicknesses and_weighfs of - _ than with steel or plastics.- -
copper tube vs. steel pipe. �
� ,,:
Figure 5. Typical fittings used in copper fire sprinkler installations.
d
� = ...�
- �Performance
The assured performance maintenance flushing opera- Copper is an inherentiy safe
offered by copper fire sprinkler tions. Copper is also highly material. It will not burn or sup-
systems is important to every- resistant to external sources of port combustion, nor does it
one involved—the architect, corrosion, including exposure decompose to toxic gases.
engineer, building owner, con- to moisture, most chemical Also, it will not carry fire �
tractor, insurer, and fire service fumes, process vapors and through floors, walls and ceil-
personnel. similar atmospheres. ings. A copper system main-
Copper tubing exhibits excel- The superior flow capacity of tains its integrity and ability to
lent resistance to damage from copper permits reduced cross- carry water where planned
internal and external corrosion. and feed main-sizing in many when exposed in a fire situa-
It does not develop internal hydraulically calculated sys= tion. Copper tube will not dete-
surface roughness or experi- tems. In pipe schedule systems riorate with age or become
ence a gradual narrowing of this advantage is reflected in embrittled and fail, but remains
the passage caused by internal the increased number of sprin- effective for the life of the in-
corrosion. The potential for klers permitted by applicable stallation. Should any part of
plugging of sprinkler head ori- standards for copper lines of the system be damaged, it can
fices and small diameter two-inch and larger. Further- be repaired quickly and easily,
branch lines is significantly more, NFPA recognizes the often by soldering or brazing in
reduced with copper tube since use of 3/4 inch copper tube in a new piece. Tees for new
the normal thin, protective cor- sprinkler applications while the sprinkler drops can also be
rosion film in the tube bore minium size requirement for mechanically formed in place
does not flake off. This also steel pipe is one inch. using hand tools.
reduces the need for periodic
Pipe Material Flow Capacity
Normal Pipe Size - CTS
1 1'/a 1'/z 2
_ ! �� �= �4i�,.. i F
I il �
������ �
80 ���, __.;�,�R= 80
� F�
-
70 70
�. .� �.
.; ,s. . - -' . .�
.... .
0 60 '�-����� �'��. �w ;� �'���;'� �;.,_&�: � �: 60 �
- O �—"S�b.-* .<<�c-�s.,, rzzlM�'�,}! .��� ��x?�' :c����r.`;""���,r��e �i O�
\ x ����� r�ys�'.,:[' � -_� �--•'
,�'[�, �, \
Q. 50 - �' �-�. � 50 Q
� . i �: v
; = 0 40 ,� - 40 0
� � -
� ,, u.
- « �_ �.
� . __ �
,
�
30 < 30
C'3 �� C�
� �
20 20
. . ,. - � � ��
� �. � �
10 ,��:�< 10
_ .ic �.
� - � � t{^� � ���1' � � �
��j n: _
�Copper � Polybutylene S Sch. 40 Steel
Figure 9. Comparison of Flow Capacities in 3 common types of pipe.
�
-�
� � , 2. Friction Loss Tables `�'
Table 2. Friction loss (psi per linear foot) for types L and M copper tube with "C factor" - 150*
Velocity: Q 0-10 feet per second � 11-20 feet per second
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GP M. L:Y M lr.i'Mb ll�'" M. s��`.f+ My Gp6� t L`�`MI �l•k' M. L M� L Y� i �M L M +'�`.C`M�
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.001 .001 � .217,1 BB .078 .070 .033 .031 .009 .008 .003 .003 .001 .001
.003 .003 .001 .001 ��3�2� 130 .200 .083 .075 .035 .033 .009 .009 .003 .003 .001 .001
2 .OQS .004 _001 .001 , 33: .243 .212 .087 .079 .037 .035 .010 .009 .003 .003 .001 .001
2 '� .008 .006 .002 .002 .001 .001 �,��3Sr .257.224 .092 .084 .040 .037 .010 .010 .004 .003 .002 .001
3: .Otl .009 .003 .003 .001 .001 �� .271 .236 .097 .088 .042 .039 .Ott .010 .004 .004 .002 .001
3.5` .074 .072 .004 .003 .001 .001 .001..001 '�36. .286.2aB .103 .083 .044 .041 .011 .011 .004 .004 .002 .002
� .018 .Ot5 .005 .004 .002 .002 .001 .001 37- .301 .261 .108 .098 .046 .043 .012 .Ott .004 .004 .002 .002
��- 4.5; .022 .019 .006 .005 .002 .002 .001 .001 � .316 .275 .173 .103 .049 .045 .013 .012 .004 .004 .002 002
-027 .023 .007 .006 .003 .002 .001 .001 ? 39. .332 .2B8 .119 .108 .051 .048 .073 .014 .005 .004 .002..002
SS_ .032 .028 .OD9 .008 .003 .003 .001 .001 ,. 40 .348 .302 .125 .113 .054 .050 .014 .013 .005 .005 .002 .002 .001
�'- 6, .038 .033 .010 .009 .004 .003 .002 .001 � .364 .316 .131 .118 .056 .052 .075 .014 .005 .005 .002 .002 .007 .DOt
6.5' .044 .038 .012 .070 .004 .004 .002 .002 _ 47 .380 .330 .737 .124 .059 .055 .OtS .014 .005 .005 .002 .002 .001 .001
'yc
m- ; .Q51 .043 .Ot4 .012 .005 .004 .002 .002 .001 .001 � .43 .397.345 .143 .129 .061 .057 .016 .015 .006 .005 .002 .002 .001 .001
Z5. .Q58 .049 .O16 .Ot4 .006 .005 .002 .002 .007 .001 ; 44; .4f5.360 .149 .135 .064. 059 .017 .Ot6 .006 .005 .002 .002 .001 .001
8; .065 .055 .018 .075 .006 .006 .003 .003 .001 .001 4 _ .432 .375 .155.740 .067 .062 .017 .Ot6 .006 .006 .003. 002 .001 .001
8.5_ .073 .062 .020 .017 .007 .006 .003 .003 .001 .001 ''�4& .450 .39f .162.146 .069 .065 .018 .017 .006 .006 .003 .002 .001 .001
9: .081 .069 .022 .019 .008 .007 .003 .003 .007 .001 ���^�d7. .468 .407 .16B .152 .072 .067 .019 .018 .007 .006 .003 .003 .007 .001
9S• .OE9 .076 .024 .021 .009 .008 .004 .003 .001 .001 48� .087.423 .175 .158 .075 .070 .079 .018 .007 .006 .003 .003 .001 .001
t � .098 .084 .027 .023 .070 .009 .004.004. .001 .001 49 .506 .440 .182 .164 .078 .073 .020 .019 .007 .007 .003 .003 .001 .001
10:5` .107 .092 A29 .025 .Ott .010 .005.'.004 001 .001 50 .525.45b .188 .171 .081 .075 .021 .020 .007 .007 003 .003 .001.�007
.117.1DO _032 .028 .011 .010 .005 .005 001 .001 � 5 .545 .473 .196 .177 .084 .078 .022 .021 .008 .007 .003 .003 .001 .001
�.127.108 .035 .030 .012 .011 .005�.005 .001 .001 52� .565.491 .203 .184 .087,081 .023 .021 .008 .007 .003 .003 .001 .001
':- -
_137.117 .037 .033 .013 .012 .006 .005 .001�.001 „ 5 • .585.508 .210 .190 .090 .084 .023 .022 .008 .008 .003 .003 .001 .001
^72 r748 .t26 .040 .035 .015 .013 .006f.D06 002i.002 - .605.526 .217.197 .093 .087 .024 .023 .008 .008 .004 .003 .001 .001
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13- .159 .t 36 .043 .038 .Ot 6 .014 .007 .006 .002�.002 • 5 '626 .544 .225.204 .096 .090 .025 .024 .009 .008 .004 .003 .001. 001
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13.5 .171 .146 .047 .040 .017 .015 .007.007 002..002 ' S6 648 .563 .232 .211 .100 .093 .026 .024 .009 .009 .004 .004 .001..001
-o<•;
,:1 ! .183 .156 .050 .043 .018 .Ot6 .008 .007 .002 .002 _ 5�; `669 .SB1 .240 .218 .103 .096 .027 .025 .009 ,009 .004 .004 .001�'.001 -
- _ a.,#;,� _ - _ -
�14.5� .195 .166 .053 .046 .019 .017 .008 .008 A02 .002 � 'S8 .691 .600 .248 .225 .f06 .099 .028.026 .010 .009 .004 .004 .001 .001
,w^.
15� .208 .177 .057 .049 .020 .018 .009 .008 .002 .002 � 59 .713_.620 .256 .232 .110.102 .029 .027 .Ot 0 .009 .004 .004 .001 .001
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16� .23� 200 .064 .055 .023 .021 .010 .009 .003 .002 • 60 .736 .639 .264 .239 .113 .106 .029 .028 .010 .010 .004 .004 .001 .001
7' 26? 223 .071 .062 .026 .023 .011..010 .003 .003 6 .759�`.659 .272.247 .117.109 .030 .029 .071 .010 .004 .004 .001 .001
:.:*i�.:::.-i
_ 78 .291 .248 .079 .069 A28 .026 .01Y.011 .003 .003 - 6 J82'.679 .281 .254 .120.U2 .031 .029 .011 .010 .005 .004 .001 .001
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19' •32f .27I .088 .076 .031 A29 .014 .013 .004 .003 fi 63 .805 J00 .289 .262 .124 .116 .032 .030 .011 .011 .005 .004 .001 .001
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20� .353 .30? .096 .08� .035 .031 .015 .014 .004 .004 64, .829 .720 .298 .270 .128 .119 .033 .031 .012 .011 .005 .005 .001 .001
iscr.�,,..:..
2 t •387.330 .105 .092 .038 .034 .018 .0/5 .004 .004 65 .853 .741 .306 .277 .131 .122 .034 .032 .012 .011 .005 .005 .001 .001
.<?Z.360 .175 .100 .041 .037 .018 .017 .005 .004 66 ,.878�.763 .315 .285 .135 .126 .035 .033 .012 .012 .005 .005 .001 .001
.�58 .391 .125 .108 .045 .041 .019 .018 .005 .005 6 ' .902.784 .324 .293 .139 .130 .036 .034 .013 .072 .005 .005 .001 .001
:r'�:-�'':
, 24' .495.423 .135 .117 .048 .044 .021 .019 .005 .005 68, .927�.806 .333 .30? .143 .133 .037 .035 .013 .072 .005 .005 .001 .001
25� .53I ,156 .td6 .127 .052 .047 .022 .021 .006 .005 6 .959_.828 .342 .3/0 .147 .137 .038 .036 .013 .013 .006 .005 .001 .001
28� .57< .�90 .157 .136 .056 .051 .024 .022 .006 .006 70 .9)9t.850 .351 .318 .151 .140 .039 .037 .014 .013 .006 .005 .001 .001
2 ' .616.525 .168 .146 .060 .055 .026 .024 .007 .006 .873 .361 .327 .155 .141 .040 .038 .014 .013 .006 .006 .001 .001
28' .659 .56? .180 .756 .064 .058 .028 .026 .007.0007 72' .896 .370 .335 .159 .148 .Od1 .039 .Ot{ .014 .006 .006 .002 .001 -
.703 .600 .192 .167 .069 .062 .030 .028 .008 .007 7 .919 .380 .341 .163 .15? .042 .040 .015 .014 .006 .006 .002 .002
� .7a8 .638 .204 .177 .073 .066 .031 .029 .008 .008 4 .942 .389 .353 .f67.156 .043 .041 .015 .014 .006 .006 .002 .002
`� .966 .399 .361 .f71 .160 .044 .042 .015 .015 .007 .006 .002 .002
8 . .
��
y . 3.�Friction Losses: Fittings and Valves
Table 3. Allowances for friction loss in fittings and valves expressed as equivalent length of tube(feet)
. .-- .1�. .� p: �,i!�,.�'-t a�.� �rr L ":� � . ._.�. .: _Y..�'R ��r ��:jf -. �'���>i�?«
�9,,,��?e <.� ,�Std Ells,,����� ,� ;� 90�Tees. ��.,�; fS Coup�ling� �,Gate� �g Globe�. �
nches)�� 90_1-s�y ��.45°,;��� �� branch�� :� run,� �` �����`� Valve x:�� �Valve��
- ,f.^:. 'y�n. _ _ �y.:.. {�.:L alL���
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� t i .j_. �� � f nf,t_ " - ? ,--
; : , ��'��/4 .: 1.0 - 1.0 � 2A 0.5 �- - 0 5��r rF 0 5 ,10
��
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.,
� - , �, �11 : 2.0 1.0 '` 2A 0.5 , ' 0 5<�:_,� ,' _ ,
05 � 12`
� ,.;� f
�. ,�-�• . 1 DY x,N
�� t= _1'/4! 2.0 1.0 3.0 1.0 z,, r,,�0 5 � ' 1g f
... y,�r �' � . � . � � , �. _:�- .
z��5 1'/z-; 2.5 1.5 " 3.5 1.0 1 0� '� �-�• �s '�
� � 05 � �.� 23 f�
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' <.. � 1 0 �= 28 ti
� �- � a �
1�' �- 4.0 2.5 �6.0 ��.�,,� �r. � � �{;
� t� ?'/z` . 1.5 1 5�-��'' ��_1 0 �° �^33� � ;
'�`. ��,�;�; �.p _ 3 0 �.; 7 5 1.5 ;t 1 5� � ��,1 0 `;� �- 40� t �
���, � 3�?�, 6.0 . 3 5 _9 0 �2.0 , - r 2 0��� ti� 1 0 �` ��.'L 50 s�' �
s':�� _� • Y.
;'�, _ 7.0 4.0 �.�10.5 " 2A : _• 2 0�;�.,. =�1 5 '`� �;�63
4. Tube Bending Guide 5. Hanger Spacing
Tab(e 4. Bending guide for copper tube" Table 5. Hanger Spacing
;, s w {,� �:t_ . ,-..�,_�
Tube��� �-Tube�; ��,t a�.� � �,Min. Bend _ �,��;���.� ° Horizontal run"�.
Size�� - Type�� � ��°Temper � Y° Radws - �'�' -� .'`��'_.�„-.`"`�
� �� � , �� -�- : c ;� �,Tube Size`r Hange[spacing-
� r tt. ,4 c�. a ra. t
inches) _ _ - _ ��`,:� y�,�,�.�-�, � (inches) - (inches).� '�� (feet�.�=t�f.
.. �� --.Cwy } Y �` �-. �Y� .� Rc++n� STC'"�'C+:
x����'_' . �+�, ^ ��C �.���� �-,
�.S - 2 1 4 j -�'�> �F�� T e'.- ��!'�'j i' - �C: ! iF -7-.
,� K,� Annealed; �- ,_ , 3 n - �37a& 1�� , � R� $ �-�.,�'��.
= '�s�..-� K < Drawn_'z `5 3 �f�`���A'`��-- �4� , � s ,,.:.
'�`�;��- ,,' ' �- " '4 �� - , 1'/}&1'/z-�- �- �..j�.� ,
�� �Lx_ � L � Drawn. > E�` �' �,-�k ��t.� � -� t�.� � .
. ._ . -. ' -�',C..� 'A��'-�-,E .� 3
��� � $ _ -���?&,3�- � }.12 e <
-� �, .� �- �
���-�= K,L Annealed Y � < 4�-��,.. � �4�to 8�� �-` �,15� �:
'"'"„d.''''� ', ,=F,-� .;l. .�. i_::- t � 4:� s'�Y,'�,i.,:...y-.r.-._'�3:� :'.-�..' _
; - . - � �'+��.:,rrz r 1`�r'A'.'�-"t - r;� -� ' �xa.ti.:,_ r .
� ta- K,L :� �-� Annealed�°-� ���. 9 ��' �
_;� _��-" ,,:,, .
�:�_�.
'NFPA 13,Sec.3-1.1.7 allows bending K and L copper tube.
NFPA 13D and 13R have no restrictions on bending copper tube.
"Bending done with mechanical tools. �
. .6. Hanger Sizing . -- - _ . . - _- -_ - - = _ _ _ - . -_ - _
Table 6. Hanger sizing
-- C p'r Tube_ ��..� , � �._... . _. . _ ._
_ ��;� SPS Steel Band or Ring Hanger�R=� _
r...�.� -- .,a_ -
r� r
+ � ,... _ t ;r d �� .(t.���S.-� : �-�'1„�; ::"'� �. �
Tube k ;, Nominal�_1 �„��"'„�������: . , ;, Mmimum,�.
Siz � , O.D t�� �.�Size�,�a-`} 7 a����� I D �: .�,�.� . -
mches) �;,:� (inches) ?;� �(inches)�.�� 1�°`" Y(�ncFies'�y�_'
>- `
..�-. �-:� )�,,..�=�.�:,
� Y i .r114 -. �#�i Y'�.r' > L..r,:t �{ i-.�.
�` � � t .
1. ^ .{" ».� +t�a. . �[ �i;i'
i:M '/4:- 0.875 �'/2 or_3/a=`. ,k �t 0.840�or 1 050 ;'�t
1�- 1.125 3/a or 1 =` << .� 1 050 or'1 3155 :�
�� ''J -. fiy.., ;.� ,y . � . .
/a 1.375 .�� � rr=' ' " s 1 315 �<- :'.
:r 1'�2 1.625 � ` = 1'/a'�y' ` � � ��ti 1 660 ,�t � ''
� � 2.125 �•: - �`� _ .... a
�.' �� � . . 2� 2.375
' Above 2-inch, use the same SPS hanger size as the tube size.
10
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°. r'."`' ' ' , . � �
_� O � t�r�aTM Concea�led � =�
p � - - � �
. � _�. r� � �
-.�:..��<:�r i
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_ ✓ �
Automatic S�rinkler ��
�
. . .!...:'• .t•:4
Manufactured by: Centrai Sprinkler Company • •.�'s:�:„"'�i"�
451 North Cannc,n Avenue. Lansdaie. Pennsytvan�a t9n�6 ' `�'�=����-���•�
_ ;��.,,,
` J`:.;:`'�,`� �t. �
Product 7 �
Operation: The Central Residential >:�1�6 �i O�' � +"�
� Optima Conceaied Sprinkler absorbs ' �''='=`�: �
{_. ,�.�-, �c
� D e s e r i p t i o n �'eat through the ceiling cover plate �A� �S� ta - . �e
which is.soldered to lhe adjustable .. .:;� ,,�,
retaincr ring with a fusible alloy. At �� � " �
the rated temperature, the a�loy :�j O�.Cj�e ��ed, �` .
The Residential Optima Concea�ed is tuses, resultmg in the plate dropp�ng - • ,;. '~��
the worid's first 20'x 20'concealed away from the sprinkler. At this point, i '���' '• �
residential sprinkler. It is UL Listed the deflector drops dow� below the R e s i��� ; : �'�'�
for residential occupancies as ceiling surface, bringing about the ' -'�=°'���-� f�47;
, �;,•., .
outlined in NFPA 13. NFPA 130 and link's exposure to�the (ire's heai. Thc ��'� � e�F.=,.;��::��"=
NFPA 13R with very low flows and heat (uses the link's thermat element �_:-•;:�.,:_:�"=t."'"'"��-t-;r-fx�-=:�::�"=.
.. .. ._.:c�•,o':�r'�:.-�-`'�-�:__:"::- :::::
pressures while providing the �esulting in a rapid expulsion o(bott� � '�" ' � ' �
aesthetic appeal of a flat concealed the activating mect�anism,as well as
ceiling plate. the sea�ing cap. water can now t�o�:
in a pattem eng�neered to mcet ti�c
It is designed to compensate for coverage requirements.
varying ceiling heights by utilizing a
drop down deflector and an Standard Finishes:
adjustable thread on escutcheon. T�C 1111 I C�I Spr�nkler: brass
� This feature is significant because it
allows the ceiling to fluctuate over Yz- Data Cover Plate: brass,chrome plated
in height. The thin cover plate and white painted
projects only'/�6 below the ceiling for with custom painted
the maximum in unobstructed and Model: ROC finishes available.
aesthetic appearance. Style: Concealed (adjustable) Length: 2' to 2'/:'
To prevent damage to the sprinkler
Wrench:Optima Concealed(Part�1074) (5.1 cm l0 6.3 cm)
and to allow the sprinkle�to be Ori(ice Size: '/�s (1 i.1 mm) Cover Plate 3Y.' �s2s un�diameter
tocated in the ceiling, a special K Factor: 4.2 �6o.oe! Ceiling Opening: 2Yr� (6.35un)
protective cap is�rovided. This plastic
cap has a cone shaped point that can Tl�read Size: Y���2.�,t�,���N.P.T. �^/eig�it: 7.9 oz. �2z1 g.a��s1 complete
be pressed against the wall board to assembly�vith cover plate
Approvals: U.L.
locate the position of the sprinkler and
allow the hole to be cut correctly. Tempe�ature Rating:
Patented witti additional patents
165°F/74°C Sprinkler with p�nding.
The Residential Optima Conceated 135°F/57°C Cover Plate
Sprinkler employs Central's exclusive Maximum Working Pressurc: 175 ��si
link activating mechanism. The
sprinkler is brass and the cover plate Factory Hydro Tes1: 100%al 500 ps�
is available in brass,chrome plated or
wh;te painted. __ .
No. 2-7.5
_�
L.
. F'gu�`e
_ ,Lt,_, _ .;ResidentiatOptirz�ia Concea[ed endent Non- diva ed)� • �-. .� �. - �.�=�
,_ _ _ . __` _
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. . . � 1 . - � . I . - .. . � :
r
� � 1'K 1!2'Fetlucting
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� , � Cou,bn�
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- � I i�iic D�:��r,cur+ - ;
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L__ __� Facc a acrf,.c.g Ca.w^9 i
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I
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f f
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3 1/4'Diameter - t
3J16'
i
i
Figure 2
Residential Optima Concealed Pencie�t (Aclivaled)
� �
' i t',c 12'ReC„ang
�
� ��� Cou0linQ
� 2 12'!t/8' �
--'-- — +
� Hole Oiameler �
i �
� ---- --- �
� �
i �-----� �
t �
� �
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� L--- -_-J .Faoc d Acouc+rW CouO�+`q
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. D es i g n=�:,.�:::... -
D ata .
<
Design Requirements-Residential Optima Concealed
Single Head Multiple Head
- Minimum Minimum Minimurr; Minimum
Coverage Area Flow Pressure Flow Pressure
(ft. x h.) (9Pm) (PS!) (9Pm) �PS�)
20 x 20 t<oo Sq.n.> 24 32.7 17 16.4
1 H X 1$ (324 sq.h.) 24 32.7 17 16.4
16 x 16 cz��.n.� 18 18.4 13 _ 9.6
14 x 14 �i 9e sq.n.� 18 18.4 13 9.6
12 x 12 �i aa sq.n.> 18 18.4 13 9.6
Caution: Minimum spacing between sprinklers is 8'.
Ceiling cover plates are available in a variety of inetallic or painted finishes. For .
custom painted finishes, the customer must furnish a quick-drying paint, prefer-
ably lacquer-based, to ensure proper color duplication. One quart of paint is
required for each 200 plates.
. a thread leak, remove the unit, apply Optima Concealed 1�Yrench
I nsta I I at i o n new pipe joint compound or tape, and (Part #1074)
� reinstall- ��F ��;�=��=�-;:�.��..-:,�:-�-��
�;-- �� -:�..
� ' . �`'� ^� �'�:' ,�
-�"��'`�-��-.��-�-
_,�..�._
Installation Se uence " � ' �u`���`'����:�>�` _
The Central Model ROC Residential q � �'''� ���' :�'�J� '�
�,�. x3�ti-s -:.�•���-z-.:�=` ;� .-_
��,��:i:y:- �'F-':'�':�-�`�J„
Optima Concealed Sprinkler must be Step 1. The unit rriust be installed in �; v
� � �
installed in conformance with current the pendent position. " ' �
NFPA 13, NFPA 13D and NFPA 13R D '��= �
Standards. Deviations from these Step 2. The face of the sprinkler ' "
requirements and standards, or any fitting should be installed a nominal �'1�:. �.��
alteration to the sprinkler assembly 2y,^ �±y,•) behind the finished ceiling " � ' � '-.
itself will void any warranty made by line. Adjustments, to compensate for �� '
Central S rinkler Com an In �' �
P p Y• variations in fitting face to ceiling
addition, installation must also meet a�. �=~•- -
height, may be made by threading the ��., �
local government provisions,codes cover plate�etainer in and out of the ��"�,�
and standards, as applicable. uniYs support cup.
The system piping must be prop- Step 3. Use only a non-hardening
erly sized to ensure the minimum leak tight joint requires a only 7 to 14
pipe joint compound, or Teflon' tape. n. �bs. of torque. Torque levels
required flow rate at the sprinkler. Apply only to the male threads.
Check for the proper model,style, greater than 21 ft. Ibs. may distort the
orifice size and tem erature ratin orifice seal, resulting in leakage.
P g Step 4. Hand tighten the sprinkler
prior to installation. Install sprinklers into the fitting. Avoid making contact
after the piping is in place to avoid Step 5. After initial installation and
with the deflector when using the before the cover late is installed,
mechanical damage; replace any Central Sprinkler Optima Concealed P
dama ed units. W2t i e s stems cover the sprink�er with the special
g P P y Wrench to tighten the unit into the plastic protective cap. The cap is
must be protected from freezing. fitting. The w�ench is designed to
i specially designed to not only protect
mate with the body's wrench bosses, the sprinkler, but allow the ceiling
�-_ Upon completion of the installation, inside the threaded support cup. A
the system must be tested per installers to locate the sprinkler by
recognized standards. In the event of pressing the.;eiling board up against
•Te1lon is a Uademark ol the OuPont Corp. it. Th2 @nd Of th@ Cap hdS 2 Sp@CiSI
3
- i . rila�. - �Ms -a ''SC.�� ��.j�� _ _ :�1 s �� . c �,� � _ r. '_ '�5
� F'.�r?�r�t.s���t-4 �" f i_tF �� ' �f A
� =`^ `�'`.�.^. � :.�,`. p�:yiil. ` _ '�,�.e S.S�r�k��...: �
p,-there flre(eav�rig2n�u�Press�on�iri�����25er�ed.'i�pecfon. estug���-,-�Afue'proEe�o�� _�
ie ceiling board for the location of and Maintenanae ol Water-Based Frre � shut of!after an adrva5o�st�ocs�be _<�._�•:`- � �
ie sprinkler. Care should be taken Protectlon Systems'conta�ns guidellnes �epa�red and retumed to servioe�mse�-'L=�� ;
�only press the ceiling lightly against and minimum maintenanc,e reQui�err►ents. ately. Inspect the enGre system for� �;:,• �-
�e cap as excessive pressure will Furthermore,the local AuthaityNaving damage and replace o�repair as neces-
�ma e lhe s rinkler. This Ca m t ��risdidion may have ad�tanal reguta- sary. Sprinklers lhat�d not operate but (
g p p us �;o�s and requ�remenls lor mai�tenance, were subjected to corrosive etements o(
° fCn10Vi'Cj �Of �hr? s�rinkler tn !n��;nq. and inspcUion Ihat must bc c�mLustion or exCCSS�vc lr_mperatures
rv:t�o,� CorrCClly oUeyr_d stiould be�nspected.ancl renlaced d n���d _
It is�dvi;AblC t0 h:lvC S�rinklCr SyStCrnS bc Thc Aulhorily Navrnq Junsd�ct�on t:di
lCp 6 f0 �nSI��'� i:��CCilin!� COvCr ��s��CCted regularly by�qual�hed inspCC• �^I�d m�n�mum rCplaCCrnenl requuCm�_n;5
c?iC, tTl�lflU�llY �h.'�•�"i�� 111(; CO`/Cf GU+t serv�ce. Length ol t�me between ind rCgulaoons.
�tainer into thn �up�orl Cup. Con- such�nspect�ons can vary due to accessi• Guarantee: Central Sprinkler Com- ;
�ue threading unt�l the cover b�lity,amb�ent atmosphere,water supply, pany witl repair and/or replace any �
t8iner'S flange re5i5 against the and site act�vity. products lound to be de(ectrve inmarerial _
sriace oi the ceiling. Oo not attempt to reassemble or or workmanship with�n a period ol one
othervwse reuse a sprinkler that has year(rom the date ot sh�pmenl.Plcasc
operaled. Replace any sprinkler exhibit- reler to the current Pr�ce List lor(urther
aution: Special care must be laken ing cor�os�on or damage:always use new details of the warranty_
��n in51211ing vrith 2 CPVC system. sprinklers of thc same orifice.style,and
�rinklers must be installed atter the temperature rating as rep�acements. O rd e r i n g
anufacturer's recommended setting Because tne discharge pattern is
��e for IhC primer and CCment to critical to protection of life and property,
�sure that neither accumulate within ' �othing shoutd be hung or attached to the 1 n f o rm a t i o n.
' Sprinkl2f. sprinkler unit thdt would disrupt the
pattern. Such obstructions must be Orderin Information: When facin
Special care must be taken when 9 P 9 �
removed. In the event that consiruction an order,indicate the Iu1t product name.
�talling with a copper system. has a�tered the or�g�na�cont�guration,
�rinklers must be inStaAed onl after - P�ease specify the quantity,model,style.
Y additional sprinklers shoutd be installed to o�;fice size,temperature rat�ng,sprinkler
� inside of the sprinkler drop and maintain the protection Ievel.
finish,cover plate finish,and sprinkter
sociated fittings have been wire Oo not attempt to�eplace sprinklers wfench.'
.,shed to remove any flux. Residual. �•+�thout first removing the fre protection
Y Can Cause CorrosiOn and in system from service. Be cenain to secu�e For special painted cover ptate linishes. •
:�eme cases can impair proper permission Irom al1 authorities having the customer must supply a quick�rying � •
jurisdiction,and noti(y all personnel who
rinkler operation. paint,prelerably in a tacquer-base f�n�sh �
may be aflected during system shutdown. to insure proper color duplication.Without
A lire watCh during mainienanCe periods such d guide.Central Sprinkler Company
is a recommended precaution. �annot be responsible for acceptabte
C a r e & To remove the system 1�om service cotor matching. All custom pai�ting of the
mode,tirst re(er to the system operating
� guide and vatve instruction.Orain water cover plale must be completed at the
Maintenan ce lactory.
. and relieve pressu�e in the pipes.
� Remove lhe existing unit and install ihe Availability and Service: Central
teplacement,using onty the recom-
3prinklers must be handled caretully. sprinklers,valves,accessories and othe�
� must not be trans rted o�stored • mended spri�kler wrench. Be certain to
�Y po products are available throughout the
ere ambient temperatu�e may exceed,°� match model,sty1e,o�ifice,and tempera- U.S.and Canada�and intematiaially, :
)°F/38°C. Fo�best�esults,store thgm tu�e rating. � through a�etworfc ot Central Sp�nkter !
�dry,cool location in tfie o�ginal' distribution centers.You may write
pping package_ � directly to Central Sprinkler Company,or
)o not install sprinklers that have been calt 215-362-0700 for lhe distributor
�pped or visibty damaged.Sprinklers nearest you.
st never be painted,coated,plated or
�red in any other way trom manufac- Conversion Table:
:d co�dition or they may not tunction t inch=25.400 mm
peAy. Any sprinklers altered in such 1 loot =0.3048 M
nner must be replaced. t pound=0.4536 kg
�he owner is responsible for the proper 1 loot pound= 1.36 Nm
e�ati�g condition o(all fi�e protectio� ��NTRAL � psi =6.895 kpa ' •
�ices and accessories. The NFPA =U.0689 bar
=0.0703 kg/cm'
��� 1 U.S. ga�IOn =3.785 drn'
=3.�85 I�tc�s
- � Central Sp�inkle� Company C�r,vcrs%ons are dpp�ox�mare.
a51 N.Canno�Avenue.Lansdate.PA 19aaG
'9�Central$prinktc�Co�np�r�y PhonC(215)362-0700
,:�ted��U.S.A. FAX (215)362-5385 �OC.O
• , •
� , �']�; �� ��,�r�;'�y�°'i,��.-
f r.� ' � !`: l 2. .
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. 1�',l:'. '':a r`,�e.'^ �-� -_
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� � �:�:.,t _ .
Low Flow Residenti I . : .
a � . _ i �.� >��
- �. : :.
Pendent and Recessed Pendent ��� -- .v ::` F�yr::--
,�=�� _ ,��-�;- = .
Glass BulbAutomatic Sprinkiers i � . _. -�
�-�-,�_..�..,.r< < a
Manufactured by: Central Sprinkler Company ti .�,�.•;--.-:_'=:�'_--,.::-e.�.;"s,--�� ..-�
451 North Cannon Avenue, Lansdale, Penns Ivania 19446 '�=� ° '=�"•'=•=:=•:`�`�` �`�":'�_°� - �
Y .�,zut_� .t,•�; -
__��,_...:.�.:._.:.,...-s�._,�_�._. _
=t � �� �� '�
P ro d u ct application of heat. Upon reaching ��,� � j � r �� � '
the rated temperature, the frangible ��� ' . " .: �_� __
� � capsule ruptures thereby releasing �
the orifice seal. The sprinkler then --_ �'�•'�� ` `.
Descr�pt�on �
discharges water in a pre-designed ,�`�"� '" `' "=�j ���.
The Central Model LF Residential spray pattern to control or extinguish
the fire. > �.O-���'�' "
Pendent and Recessed Pendent "�;,:_,�:�; ..-____;_.__:,.. ..-y...._:. - -
Sprinklers h2ve th� ability to cover � � -�a� r �� 4�� =��� �
larga�ceas_with v�ryJow flow and Te c h n i ca I r�n k 1 e r
pressure requirements. This, --�-�.��-�.-�;; --z �: �,y� _
combined with the aesthetics of the Data ��" � �� -
recessed glass bulb design, provide a `-�' --` """' � `
; sprinkler that is attractive and cost Model: LF
. ,� effective.
_� The Model LF is Listed for both 155° Style: Pendent and Recessed
and 175°. The 17�' Listing can Pendent
accommodate ambient temperatures Escutcheon: Model GB Res./QR
up to 150°F. This is an advantage in
areas where high ambient temperature Wrench: GB-20 (Part#1125)
is expected. , Orifice Size: 3�8� (9.53 mm) �
The Model LF is Listed for up to 8"
below the ceiling which can provide a K-Factor: 3.0
significant advantage when Thread Size: '/z' N.P.T. (f2.7mm)
encountering ceiling obstructions. Temp. Ratings: 155°F/68°C
Please note the flow changes
slightly for installations over 4" up to 8" 175°F/79°C
- -below the ceiling and for the�175° __ Approvals: U.L., cUL _.. _ . - - - . _ _ __ -_ _ -
temperature. Maximum Working Pressure: 175 psi
The Central Model LF Automatic
Sprinklers incorporate the latest in Factory Hydro Test: 100%at 500 psi
glass bulb technology, which results in Standard Finishes: ; _ _ _
- a much smaller more attractive �. - - _ - _ - - - =
sprinkler. The operating mechanism Sprinkler: brass, chrome plated, ' _ _ .
consists of a liquid-filled quick white and off-white
response frangible capsule that is only painted
2.0 cm in length. Escutcheon: brass plated, chrome- _
The Model LF Automatic Sprinklers plated, white and off-
are intended for residential white painted
applications in accordance with
� '; current NFPA 13, NFPA 13D and
� NFPA 13R Standards and Central's Length: 2Ye" (5.39 cm)
Residential Installation Guide. Width: 1'/�6" (3.02 cm)
Operation: The glass bulb capsule
operating mechanism contains a heat- Weight: 2Yz' (�o grams)
sensitive liquid that expands upon
No.4-4.0
1 � ' �- ,�
. � ��.I'
�F'/•" Residential Pendent and Recessed Pendent LF'/." Residential Pendent�and Recessed Pendent
�--� Sprinkler Design Requirements 155°F Sprinkler Design Requirements 175°F
- Minimum Desi n Flow Minimum Desi n Flow -
� _ Coverage Two or More Coverage Two or More
Area One Sprinkler Sprinklers Area One Sprinkler Sprinklers
12'x 12' 10 GPM(11.1 psi) 8 GPM(7.1 psi) 12'x 12' 10 GPM(11.1 psi) 8 GPM(7.1 psi)
14'x 14' 10 GPM(11.1 psi) 8 GPM(7.1 psi) 14'x 14' 12 GPM(16.0 psi) 8.5 GPM(8.0 psi) •
16'x 16' 10 GPM(11.1 psi) 8 GPM(7.1 psi) 16'x 16' 12 GPM(16.0 psi) 8.5 GPM(8.0 psi)
18'x 18' 14 GPM(21.8 psi) 10.5 GPM(12.3 psi) 18'x 18' 15 GPM(25.0 psi) 10.5 GPM(12.3 ps�)
20'x 20' 16 GPM(28.4 psi) 13.5 GPM(20.3 psi) 20'x 20' 16 GPM(28.4 psi) 13.5 GPM(20.3 psi)
De1lector�stance!rom recessed up to 4'below ceiling. DelJector distance trom recessed up to 4'beiow ceiling. _
_ i _ - _
� - ��
■ Step 2. Use only a non-hardening Caution: Special care must be
1 nsta I I at i o n pipe joint compound or Teflon'tape. � taken when installing sprinklers with a
Apply only to male threads. CPVC system. Sprinklers must be
_ �Terio��s a crademark ot cne��Pont corp. installed after the manufacturer's
- - - recommended setting time fior the
All Central Model LF Automatic Step 3. Install the sprinkler according primer and cement to ensure that
Sprinklers must be installed to the dimensions shown in the neither accumulate within the
according to current NFPA 13, installation diagrams on page two. sprinkler.
NFPA 13D and NFPA 13R Install the escutcheon skirt onto the Special care must be taken when
requirerrrErrts an�Eentral's sprinkler prior to its engagement into installing with a copper system.
Residential Installation Guide. the reducing fitting. For recessed Sprinklers must be installed only after
Deviations from these requirements applications, do not use the push-on the inside of the sprinkler drop and
. and standards or any alteration to escutcheon plate to hold the unit in associated fittings have been wire
the sprinkler itself will void any position. The sprinkler will only brushed to remove any flux. Residual
F` "�-:, warranty made by Central Sprinkler function properly when anchored to flux can cause corrosion and in .
� �. Company. In addition, installation the building structure. extreme cases can impair proper
��� must also meet local government sprinkler operation.
provisions, codes, and standards as Step 4. Hand tighten the sprinkler
applicable. into the fitting. Then use a Central Care &
The system piping must be GB-20 Wrench to tighten the unit into
properly sized to ensure the the fitting. A leak-tight joint requires Maintenance
minimum required flow rate at the only 7 to 14 ft.-Ibs. of torque; a
sprinkler. . tangential force of 14 to 28 Ibs.
Check forthe proper model, style, delivered through a 6" handle will Sprinklers must be handled
orifice size, and temperature rating deliver adequate torque. Torque carefully. They must not be trans-
prior to installation. Install levels over 21 ft.-Ibs. may distort the ported or stored where ambient
sprinklers after the piping is in place orifice seal, resulting in leakage. temperature may exceed 100°F/
- to avoid mechanical damage; - - - 38°C. For best results,store them in --
replace any damaged units. Wet GB-20 Sprinkler Wrench a cool, dry location in the original
i e s stems must be rotected (Part#1125)
P P Y P shipping package.
from freezing. ` :' �"�"�- �'� �
., axs-: Do not install sprinklers that have _
Upon completion of the ,;:� , been dropped or visibly damaged.
installation, the system must be _ Sprinklers should never be painted,
tested per recognized standards. In _- - � ��� � coated, plated, or altered in any
the event of a thread leak, remove � �: other way from manufactured
the unit, apply new pipe joint -,� �� condition or they may not function
compound or tape, and reinstalt. _ , properly. Any sprinklers altered in
�.r'-"<<�:�� � such manner must be replaced.
InstallationSe uence ;;:'�`" '
q The owner is responsible for the
� proper operating condition of all fire
� Step 1. The unit must be installed � - protection devices and accessories.
in the Pendent position. __ -_ S��°;,� The NFPA standard 25 entitled,
'' �r • �� "Inspection, Testing and Mainte-
+ i'�t��..."..-.:-'�+'= ..
�?-:� `�• - -� ax�� � nance of Wafer-Based Fire Profec-
�;,; -
_ - - -��-�;'; , fion Systems; contains guidelines
� "'"`�r"�`'�� and minimum maintenance require-
3
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•�`r�{.��.��5���(� � , .••��'��.�t�Y•a'••�,yl�( �^�^�ttr•.�?�C,'.� �r;�ir l%s�il.i.-�:�';�'��f:ti.� v�'��igl� F`'�l.���j•('J�K"�:t� :�'y'
:,;. , , : ,_ ; ) .:•,1:-.•, ,�; :• � � "t-- � +�"'=�,,.�� ..�:...
`. i� .J;'i L �y� � ���,%' ''• �:r 'l��• i 11.1:� � ♦ ��..r'��S 1;�'^.!��TMI.�Ijye•y,�• �-.� ; . I►� .
p.. } _ i �'• �;';ri� ,�.t� . . .:.�'. �('" �.•1 '`'"�,�1��! � i,�'':s.
[�-: _, ' .',. . , .�hJ�::%f�� . ..,•.,SP r ,. . ' , yi/:it'r-�.��..•i�•� �7.r,*"'•'� �'
M- . .�� �C.�.�.�t.�:•�:v..1:t'••'.��. v'.'. +;t��:�� �. :i�� 1�•..
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co�o�u.p�qnr.san :t���9:: —
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"TRIMLINE" ADJUSTABLE RING HANGFR �
Sizc Rongc - !/2 thru 8 inch pipc.
1�fo�c��ol - S:ccl, Mii. Galvanized to G•90 speci-
f�caiio�. �
Funcr;on - For fire sprink(e� and other geneca! ;�
piping purposcs. Knurled swivel nut design
perm�ts han�r adj�istment afte� installation.
Spring tensio� on swivel nut holds it securcly in
hangcr before installation. $u,ive! nut is easily. . � , _ �
removed.
Approvals-Uaderwriters'Labocatories Gsted and
Factory t�(utu�l Fngineering approved Conforms � -
to federal Sp;cification WW-H-171�type l0�and
Manufacturers Standardizat�on Sociery SP�9. • • •
type 10.
Maximum Temperature -650°F
F,nish • Ml Galvanized. HDG� and Sta;nless
Steel. �
Order By - Fgure number and pipe size.
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SIZE �OnO LBS. Pflt loa
' 1/2 3/8 • 3-1/8 2-5/8 1-3/8 1 a x 5 8 400 11 � �
1 3/8 3-3/R 2-S/8 1-1/8 16ga x S/8 400 � 12
� _ ° _
1-1/2 3�8 3-7/S 2-7j8 i. 16gax5�8 40�J 14
2-1/2 3/8 5-5/8 4-1/8 1-3/4 16ga x 1 600 27
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� 3'I/2 3/8 7-3/S 5-1/4 2-3/8 16ga x 1 6pp 3a � - .
4
5 1/2 9-1J8 6-1/4 2-3/8 Id9a x 1-3/I6 1250 ' 66 •
g 1/2 13-1/8 8-3/4 3-1/4 12ga x 1-1/4 1250 136
_. _, ,
� '��- �' D.� n Review Action F
9 �
TOWN OF VAIL
Category Number `� Date `1%��
Project Name: A1�-�-,► �r:.+;L.�,_��f.; ,�a����r �' �
Building Name: `•J� i �„-�r�ti6�r�-�,`J�, , ,
Project Description:
I
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Owner, Address and Phone:�� « � / -� :, - , r, c Z'�.�e.
ArchitecUContact,Address and Phone: � �.� , ;-, k ,� .:L. . , t� �?. ��y ���-'�pC-
—� �� ��i f� -, �!`�� - �/i L %
' Legal Description: Lot�,� Block �� Subdivision �.i i,I ��,�l„�;E l`�T Zone District �r��� =�:"%
Project Street Address: i�? �I,.;, , l '����/
Comments:
J J �l_,i !�S, i�� �i-;_i it�, f��-�.;. ��=' � ��r"'L:
r�oarTf, Staff Action
.._---_--
Motion by: �/; � i Vote: S�- ;�
Seconded by: ;-�,�, ���, .i
(�` Approval
❑ Disapproval
❑ Staff Approval
Conditions: ,��;J ��--`'� "='�.�, �
/ /
� �lk�"/' � � ,�r ,� "��i � 7� _e 1 �i /r=���T l--iNh�� i�i . � `c�� i//�� �
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Town Planner
Date: %��� DRB Fee Pre-paid
.. �' - ' �
� THIS ITEM MAY EFFECT YOUR PROPERTY
PUBUC NOTICE �
NOTICE IS HEREBY GIVEN that the Planning and Environmental Commission of the Town of �
Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the
Town of Vail on August 28, 1995,at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of: �
�
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1. Faessler Realty Company- Conditional Use Permit. �
501 North Frontage Road West/Part of Lot 8, Block 2, Vail Potato Patch.
Applicant: Larry Storms of SASI, representing Faessler Realty Company �
Planner. Randy Stouder �;
2. A request for a major SDD amendment, located at the Vail Athletic Club/352 East �
Meadow Drive and more specifically described as follows:
A parcel of land in Tract B,Vai�Yllage First Filing,Town of Vail,Eagle County,Colorado,commencing at the
Northeast comer of said Trac1 B;thence N 79°46'00"W along the Northerly line of Vail Village,First Filing,and
along the Northerly line of said Tract B 622.86 feet;thence S 06°26'52"W a distance of 348.83 feet to the
Southwest comer of that parcel of land described in Book 191 at Page 139 as recorded January 10,1966 and filed
in Recepiion No.102978 in the Eagle County Records,said comer also being the True Point of Beginning;thence
S 79°04'08"E and along the Souiherly line of said parcel 200.00 feet to the Southeast comer thereof;thence N
62°52'00"E and atong the Northerly line of that parcel of land described in Book 222 at Page 513 as recorded in
1971 in the Eagle County Records,a distance of 66.78 feet to the Northeasterly comer of said parcel of land;said
comer being on the Westeriy right-of-way line of Gore Creek Road,as platted in Vail Village,Fifth Filing;thence N
27°13'37"W a distance of 77.37 feet along said Westeriy right-of-way line of Gore Creek Road;thence N
89°29'22"W a distance of 12.80 feet to the Northeasterly comer of Ihat parcel ot land described in Book 191,
Page 139 as recorded January 10,1966 and filed in Reception No.102978 in the Eagle County Records;thence
Northwesterly 26.51 feet along the arc of a 37.50 feet radius curve to the left having a central angle of 40°30'00"
whose chord bears N 53°40'00"W a distance of 25.96 feet to a point of tangency;thence N 73°55'00"W and
along said tangent 166.44 feet;ihence N 85°10'21"W a distance of 50.40 feet to ihe NoRhwesterly comer of the
Mountain Haus Parcel;thence S 02°18'00"W and along the easterly line of said Mountain Haus Parcel a distance
of 100.00 feet to the Southeasterly comer thereof;thence S 45°13'53"E a distance of 38.70 feet to the True Paint
of Beginning,cornaining 30,486 square teet,more or less.
Applicant: JWT 1987 Vail Limited Partnership, (d/b/a Vail Athletic Club), represented
by Stan Cope and Michael Barclay
Planner: Mike Mollica
A request for a minor SDD Amendment to Special Development District#21 to allow for
an interior remodel to Gateway Condominium Unit#5, 12 Vail Road/Lot N, Block 5D, Vail
Village 1 st Filing. _
Applicant: Karl Kehrman
Planner: George Ruther
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F:leveryone�pec�notices1081495 ����v- r
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TOWN OF VAIL COM-DEV ID:303-479-2452 JUL 24'95 11 :15 No.005 P.01
,: '� � � i
• t y �
, 1 r.v�.od io�s/�z
DATE APPLICATION RECEIVED
11PPLIC71TZ01i lORI[ !OR EC ��' � �; �:�`,,�� �
;.E
$P I71L DEii'6LOP1QI�T ,,;; „ = ^:A..�% ,
DIS'PlICT DL'VlLOp1RNT PLAlt
I. This rocedure is re ired for an g ,��, 2 � �g95
P qu y project that wo�ld o
through the Specia1 Development District procedure.� � � nc�
_ ����D� Qes;�o e�
The appliCation will not be eccepted until all infor���.or�
is aubmitted. � y
(please print or type)
A. APPLICANT �14'I L• ��1M•T�'�1Tr� �+yyL'
'�Ta' GIfi4/lf.�f� C./l�w �'
MAILING 11DDRE$3 3 O N t /f N"C4y�L
, + � PHONE `J �T�` �+�'�.
B. APPI.ICI►NT�S REPRESBNTATIVE,�j���r Ll�d� .r��•�
Va� �?c.-515 I Z
ADDRESS_lZ 5. �,ic 'Qa�+s f_ PHONE . ys�
/`'��''�'� ', �.
C. PRQPERTY OWNER(S)
/� j�/�/
�Ni�(s) s�Gw►TVRa�s) � /L' u �i�-s--�e�
.a-:L. /.s,.,-r c� �F�1 ZQ
MAILING ADARESS IZ S. �L,�.I��,L,E "Z�p �'
(3or1 ?73-3 0�6
�L PHONE /���
D. L4GAT20N OE' PROPOSAL: .,_ 3 6 �'71l s
STREET ADDRE$S:. IZ 3. 'F?.ewl.�A/�E �Zp, �
,I <�. �
LOT N HLOCK,,�,�SUSDTVISIDN VP�tL �i�,t�G l T �/�-/ C.
• E. STAMPED, ADDRESSED ENVELOPES OF THE NAAlES OF pWNERS OF —t �b�r�r/
� ALL PROPERTY ADJACENT TO T1iE SUBJECT PROPERTY AND A
LIST OF THEIR NAMES AND MAILING ADDRESSES. ����
• F. A TITLE REPOFtT TQ VER2FY OViNERSHIP AND £ASEME23TS. ��or 13�3 '�
II. Four (9) copies of �he following information must be �Z p y
submitted:
w
•A. Detailed wri�ten/graphic descriptian of proposal;
H. An environmental impact report shall be submitted to
the zoniAg administrator in accordanee with Chapter
18.56 hereof unless waived by Section 18.56.030, exempt
pro�ectsi
C. An open space and recreational plan sufficient tb meet
the dertrands generated by the deve2opment w,ithout undue
burden on available or proposed pubiic £acilitie&;
A. Existinq contours having Contour intervals of not raore
than five feet if the average slppe of the site is
twenty percent or less, or with contaur intervAls of
not more than ten feet if the averaqe slope of the S�t.P
is greater than t+oenty percgnt.
�. A propcsed site plan, at a sCa18 not smaller than one
inch equals fifty f@et, shoKing the approximate
locatioas and dimensiona of all bviidinqs and
st7cuctures, use8 therein, and all principal site
development features, such as landscaped areas,
recreational facilities, pedestrian plazas and '
walkways, aerviCe entries, driveways, and off-street
parking dad loading areas with proposed contours after
grading and site deyelopment;
1 � /1
/ ,7CJ
�� ��p % �'/f�/ �S
✓� � y
TOWN OF UAIL COM-DEU ID�303-479-2452 JUL 24'95 11:16 No.005 P.02
• t '
� ' �, A p inary landsCape plan, at a scale smdller
• than� inch equals fifty feet, shoainq�sting
� landscape.features to be retained ox reenoved, and
8hoaing propoaed landsCaping and landscaped site
development features, such as outdoor recreational
faczlities, bicyC2e paths, trails, pedestrian plazas
and Nalkway,, water featurea and other alemenCst
• G. Preliminary building elevations, sections, and fl.00r
platl9� 8t d SCnl9 nOt Stfialler than one-eighth equals
one foot, in snfficiet�t detail to detez�aaine floor area,
qroaa re�iderftiai floor area, iaterior circulation,
locations of uses aithin buiidinqs, and the genera2
scale and appeaxance of the propoaed deveiopment.
ZII. TIME REQUIREMENTS
A. The Planninq and Environmental Commission meets on the
2nd and 4th MQnddya of er�ch month. An application with
the necessnry ACCO�npanying materiai must be submitted
four weeks prior to the date of the meeting.
B. The developer must begin initi�►1 Construction of the
special development district aithin three years from
the time of its final approval, and continue diligently
tOward the completion of the projeCt. if the specxal
development district is to be developed in pheses, the
developer must begin construction of subsequent phases
within nne year of the comFletion of the previous
phase.
NOTE: It is reCOmmended that be�vre a special
Devsiopa�ent District appiicatio�t is eubmitted, a
pre-appllcation meeting should be set ug with a
• membcr of the Department of Comraunity Development.
IV. FEES �
Application Fees axe as follows:
a. �stablistunent of SDD : Si,500.00 •
b. Major Amendments: $1,OOQ.00
• c. Minor Amendments: S 200.00�
Application fee paid: S� Date-1�1���Check 1_-_�-� '
�
V. A. Tf thia application requires a separate review by any
local, State or Federal agency other than the Town of
vail, the applicaLion fee shall be increased by
SZ00.00. Examples of such review, may include, but are
not limited to: Coloradn Departraent of Highway Access
, Permits, Army Corps of Enqineers 40�, etc.
H. The applioant shall be respon8ible for paying nny
publishing fee3 which are in excess of 50$ of the
application fee. If, at the app2icant's request, any
matter is postponed for hearing, causinq the matter to
t�e re-pul�llshdd, then, the entire fee for such re-
publication shall be paid hy the applicant.
C. Applicatians dsemed by the Community Development
Department to h8ve siqnificant design, lattd nse or
othez issues which may have a significant impact on the
communaty may require revieW by consuitants other that ,,
town Staff. Should a determination be made by the town
. , staff that an outside consultant is needed to revie�+
sny spplic�tion, Community Development may hi.re an
outslde consultarit, it shaii eetis�nte rhe am�unt o�
z
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MEMORANDUM �
TO: Planning and Environmental Commission
�
FROM: Community Development Department �
�.
DATE: August 28, 1995
SUBJECT: A request for a minor SDD amendment to Special Development District#21 to
allow for an interior remodel and exterior fenestration changes to the Gateway
Building Condominium Unit#5, 12 Vail RoadlLot N, Block SD, Vail Village 1 st
Filing. �
. �
Applicant. Vail Apartments, Inc./Leo Palmos, Vail Gateway
Planner: George Ruther
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I. DESCRjVPTION OF THE I�F.[�LTF4T �';
1nR`' �y
�'he applicant i�proposi�a minor amendment to Special Development District #21 to allow for
the interior remodel of Condominium Unit#5 and exterior fenestration chanQes at the Vail
Gatewav Building. The nroposed remodel to Unit #5 includes the addition of 610 sq ft of GRFA �
to the interior of the condominium unit as well as minor chan�es to the exterior fenestration of �`
the north, south, and west elevations of the building (see attached elevation drawings). As �
uronose . all exterior materials and color schemes are to match existing Additionallv the �
applicant is proposin�that all new windows will match the existin�windows on the building. �'
�"
II. BACKGROUND
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Special Development District (SDD)#21 (Vail Gateway)was approved by Ordinance No. 9 in �
l 988. The purpose of adopting SDD #21 was to allow for the rezoning of the property from �`
Heavy Service District to Commercial Core I (CCI). CCI zoning was adopted to allow for a mix
of uses on the property and to allow the development to exceed building height, as otherwise �
prescribed in the Heavy Service District. Public benefits realized through the adoption of
Ordinance No. 9 include, among other things, a pedestrian walkway on the north and west sides �
of the property, as well as substantial landscape improvements to the intersection. �;
�
Section 5 of Ordinance No. 9, Series 1988, provides development standards for SDD #21. �
According to the approved development standards, the density allowed in SDD#21 shall be �:
twelve dwelling units consisting of not more than 13,000 sq. ft. of GRFA. Upon review of �
existing floor plans for the structure, seven dwelling units exist within the building, consisting of �
11,999 sq. ft. of GRFA. Therefore, 1,001 sq. ft. of GRFA remains available within the �
development. .
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F��everyone�pecunemoslgatewry.sdd 1
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The parkin�requirement for the Gatewav Building was established at the time of approval of the
S.D.D.. Based unon review of the applicant's proposed plans no additional parking need is
generated as a result of the requested minor amendment. A site visit to the parking structure,
however, revealed that five of the reQuired parking spaces have been converted to stora�e areas.
The conversion of the five parking spaces to storage areas has created a non-compliance situation
with regard to parking.
III. AMENDMENT PROCEDURE
Section 18.40.100 (Amendment Procedures) of the Town of Vail Municipal Code stipulates the
following for minor amendments to Special Development Districts:
"Minor Amendments: Minor modifications consistent with the design criteria outlined in
Section 18.40.020B may be approved by the Department of Community Development.
All modifications shall be indicated on a completely revised development plan.
Approved changes shall be noted, signed, dated and filed by the Department of
Community Development. The Municipal code further stipulates that the Community
Development Department Staff shall inform the Planning and Environmental Commission
(PEC) of the action the Staf�has t�lcen on a Minor SDD Amendment Request."
According to the Municipal Code, a minor modification to an S.D.D., Section 18.40.020(B), is
defined as,
"modifications to building plans, site or landscape plans that do not alter the basic intent
and character of the approved special development district and are consistent with the
design criteria of this Chapter. Minor amendments mav include, but not be limited to,
variations of not more than five feet (5')to approved setbacks and/or building footprints;
changes to landscape or site plans that do not adversely impact pedestrian or vehicular
circulation throughout the special development district; or c_hanges to gross floor area
(excluding residential uses), of not more than five percent (5%) of the approved square
footaQe of retail, office common areas and other nonresidential floor area."
IV. STAFF ACTION
The Community Development Department Staff believes that the applicant's proposed interior
remodel, with the addition of 610 sq. ft. of GRFA and minor changes to the exterior fenestration
of the building on the north south and west elevations, is consistent with the criteria outlined in
Section 18.40.020(B) and has approved the applicant's reQuest to amend SDD #21 as described.
Specifically, Staff believes that the minor amendment modifications to SDD #21 do not alter the
basic intent and character of the previouslv approved Special Development District, and are
consistent with the DesiQn Criteria of the Town of Vail Municipal Code. Additionally Staff
believes the applicant's proposed amendment request would not have any negative impacts on
adjacent property owners.
F\everyone�pecvnemos�gateway.sdd 2
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As a condition of approval of this request, Staff has required that the applicant bring the parking �'
situation into compliance prior to the issuance of a building�ermit for the imnrovements �
proposed. The anvlicant will be required to restore the five converted spaces back to narkin,�as �.
ori�inally approved.
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August 22, 1995
The Vail teway Condominium Association approves the attached
wi ow c ge as reflected on the attached drawings.
k'� '
o al er alf �
of the Vail Gateway � .� V
Condominium Association , `� yj
��� A U 6 1 3 1995
i���V - COMM, DEV. DEPT.
��i�� ���r� �,� .
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c9?o> Q4y-4121 T E V N • J A M E S • � D E � FAX 949-0304
� OST OFFICE BOX 3238
VAIL , CO . 81658
�
Planning& Environmental Commission
Town of Vail
�
111 South Frontage Rd. W. ,
Vail, Colorado 81657
July 24, 1995
Re: Proposed interior finish of Gatewa Residence#5 �'
Y
Dear Members of the Commission,
The proposed interior finish of Gateway Plaza, Unit#5 involves removal of 2 steel
supports on main level (verify with Structura(Engineer). Tenant finish on remainder of
main level. Upper level floor, above living room, is to be removed (verify with Structural
Engineer). New floor will be added for master bedroom and bed#3. Windows in living
room will be added for more views. Existing small windows in master bed and bed#3 to
be removed and arch top windows will be replaced with smaller arch top windows, above �
new floor line. Side window in bed#3 will also be removed. Tenant finish on remainder
of upper level. See plans.
Very truly yours,
�
Steven James Riden AIA
Architect
�
• MEMBER OF AMERICAN INSTITUTE OF ARCHITECTS •
(970) 949-4121 E � E N • J A M E S • R I D E , FAX 949-0304
POST OFFICE BOX 323� +
• ' VAIL , CO . 816 � 8 ._
. �
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Planning& Environmental Commission �
Town of Vail �
111 S. Frontage Rd. W. �'.
Vail, Colorado 81657 �
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�'
August 14, 1995 �
�'
Re: Proposed office/greenhouse and deck addition of Gateway#5 �
�
Dear Members of the Commission, �:
� �
The proposed ce or greenhouse addition of the Gateway Plaza Unit #5 involves the �
expansion of sq. ft. onto the e�sting deck. The roof line will match existing roofline. �;
The office will not block any views of other units. The existing sliding glass door and
adjacent window will be replaced with a larger window to allow light to the living room �'
below.
��
Best regards, �
Steven>James Riden AIA `
Architect �'
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• MEMBER OF AMERICAN INSTITUTE OF ARCHITECTS �
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Dear Mr. Riden,
I have reviewed the documents you sent me and have no objection to the proposal to
enclose a portion of the deck indicated adjacent to Unit#5, Vail Gateway Building, Vail,
Colorado.
:1.� ��c�,.���= ' Date � L�� � %�
Name ,;
�/
Unit# �Vail Gateway
Vail, Coloi•ado
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Y hop� a11 i.t3 wAl� vt�th you ,a.rad y�ur €ami3. _ It is too }�ar_� tha,t �wr_ �`
miss�d' e�C�7: t�ther the Iast �ims Y was ` vai].. P1e8S4� giv� �1y �
i'�gardg: �ts� �ur fainily. , �"
I havs been instxua�e�c1 az3, behalf af Va�.l t�ent� tio ivoar go �head
�itk� �iz�.#.f�h�.ng �e�.ni.t 5 so it aili lae in aar�ditioxi for use f�ax
ssale, �
1� discuss�d, you aqreed tha� th� unused �+quare �ootage fcr the �
. �i�a�, +���. is apprcxia�te�.y 900 squa f�et c�uld L+� us�d by
Vail A��t��s 'oith x�sp�c� tv the vevrk � t is to be dane in t�e
IIsi3t. Fuzt3�e.z�. �r+�u ag�-a�d that a =sew �a.n �e or cYauble door coul� �'
�e put � acrass fra¢a the e3�vatar so ae provi.d� b�tter access �
, to t31e np�rtna�t3.t. �
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At tbe �+rt�ent ti.a�e� Hob Scym�r �.a wrtsx3r.' up aoiae dxawi.ng�s tr� . _ �
replsce �be �iad.o�o,o � tY,�t they wi�l �.us3f4rm atzd carLf�rra
b�.r_�pr �a tlie �t.3�e.� wimd�ers �a the bu.a.ld' Tkey �i3:1 also aTlow �
t.�e wi�3oa�v ave�' �2l� bui�di.�g entrance to be mo�rec� �1�aer �
tog��her a.x�d mr�ke a bette�e apg�a;cance. O.E aoLree, w!�ea the �
t2rawisu�� sre rea�y, t bey wi 1 Z be shown t o gou f or ycur approva 1.
x +�rou3d ap�sreGiate yo�ur �sigr�ix�g this let be}.o� an,d �a�cing it
back �ta m� to i.mdicat� the appro�l a� tha '1 4atetiaay Cbzidominium
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�AI. INSPECTZON'3 COMPLETED �
.
The it�ms bslo� need to be complate before ;
giviag a permit a final C of 0.
Please ch�eck off in the boa provided.
�) FINAL PLUMBING -
DATE:
FINAL MECHANICAL
DATE:
aIMPROVEMENT SURVEY RESID. MA1�:
DATE:
FiNAL ELECTRICAL
DATE:
FINAL BUILDING EAST SIDE: iiEST SIDE:
DATE: �
� TEMPORARY C QF 0
DATE:
� CERTIFICATE OF OCCUPANCY
DATE:
���
LANDSCAPING DUE
DATE:
:
FILE NAI�:: � ���
C�'
:�U
- . ,_ . .
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#' �
� � Project Application
Date �!� I• �� � � -` t �
Project Name: ��'����"� ��
� Pr �ect Descri tion: � ^'� �`"'� � `�
�� P� ��� I,Up2- ""'t'� ��'
Contact Person and Phone � �`'r►�-�g�-�`��-L�`R�T �� �--� 1�
�(�-O(- ��3'�
Owner, Address and Phone: �/�1� �?+'�'�'"'"�'�� G�� �- "' �� ��� ����^5
� r� y� s-r' L��✓i�� Go
Architect, Address and Phone:
i
f
� I k Filin l� • �✓� � �� , Zone
Legal Description: Lot �- , B oc , g
, Comments
� Design Review Board
; Date l'� ����`��� ,
Motion by:
Seconded by:
� APPROV DISAPPROVAL '
�o2:o�r� � �!�ri''t"�� _
'f�,�►.�-�t" --r'o �--�i�-r-c.-� �C,�-t�--��
Summary:
�-� �' `1� �
� Town Pkanner S ff Approval
Date: ��� �� ` i�'
. � � �
�r ocr i �
� Q� � I L
Q
� A E �X/ AY
303-476-6824
12 South Frontage Road • Vail,Colorado 81657
Septems�er 19, 1991
Mr. Mike Mollica
Tawn Planner
Town of Vail
Community Development Department
75 South Frontage Road
Vail, Colorado 81657
Dear Mike:
As Presi�erit of the Vail Gateway Plaza Homeowners Condominium
Association, I hereby give approval to R. Boymer Construction Co.
to ch�nge out the existing windo��rs on the North, South and West
v�alls to those shown in the new elevation drawings . These windows
will be supplied by the �wner and installed by Boymer
Construction.
As I see it, these necv picture window� �vill only enhance the look
of the building and actually match those other windows with
radiused transom winduws; as in units # 2,�3,
Please feel free to contact Bob Boymer at 949-8737 should you have
any questions and/or should you need to request additional
information.
Siricerely, ,
i
r ;
, �
�
Leo Palmer �
/�
Palmer Develiopment Gompar�y
LP/kaa
Developed by Palmer Development Company,Boulder, CO • (303)449-0951
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, . . • � � revised 9/4/91
f .
, � DRB APPLICATION - TOWN OF VAIL, COLORADO � �T � o��.�
DATE APPLICATION RECEIVED:
DATE OF DRB MEET ING: �T�r��
**********
THIS APPLICATION WILL NOT BE ACCEPTED
UNTIL ALL REQIIIRED INFORMJ�ITION IS SIIBMITTED
**********
I . PROJECT INFORMATION:
A. DESCRIPTION: ��� f� /'��A��_l I�CTa.�I-� P1GT{��r_
11�-11�1 a�l l.� t�i1� �� . ��►�i��;�,�".�—�1�--t�
't����I�,��s'� �l�k� ��P�.-rs �1�<l .�r.�._
��-.�.� � ul��,�,��.��� � ►.� ��c-��,��C�1 ��-
B. TYPE OF REVIEW: -Q� Q �Z7p� `-C f� � -�t'�G� .��-� �����, ;'
New Construction ($200 . 00) �inor Alteration ($20 . 00)
Addition ($50 . 00) Conceptual Review ($0)
C. ADDRESS : � ��C\li^/'�=L �vL► ���N' '�f
D. LEGAL DESCRIPTION: Lot Block
Subdivision
If property is described by a meets and bounds legal
description, please provide on a separate sheet and
attach to this application. .
E . ZONING:
F. LOT AREA: If required, applicant must provide a current
stamped survey showing lot area.
G. NAME OF APPLICANT:
Mailing Address : l
Phone
H. NAME OF APPLICANT' S REPRESENTATIVE: _�J�--r�_�� (��
Mailing Address :
Phone
I . NAME OF OWNERS : �
$'.
*S I GNATIIRE(S) : S'-►'� �'��— �{��.,�'�
Mailing Address :
Phone
J. Condominium Approval if applicable .
K. DRB FEE: DRB fees, as shown above, are to be paid at
the time of submittal of DRB application. Later, when
applying for a building permit, please identify the
accurate valuation of the proposal . The Town of Vail .
will adjust the fee according to the table below, to
ensure the correct fee is paid.
FEE PAID• $
FEE SCHEDULE:
VALUATION FEE
$ 0 - $ 10, 000 .
S 10, 001 - � 50, 000 5
$ 50, 001 - $ 150, 000 $100 . 00
$150, 001 - $ 500, 000 $200 . 00
$500, 001 - $1, 000, 000 $400 . 00
$ Over $1, 000, 000 $500 . 00
* DESIGN REVIEW BOARD APPROVAL EXPIRES ONE YEAR AFTER FINAL
APPROVAL IINLESS A BIIILDING PERMIT IS ZSSIIED AND CONSTRIICTION IS
STARTED.
**NO APPLICATION WILL BE PROCESSED WITHOIIT OWNER' S SIGNATIIRE
1
Y ! 10i07/1991 06�18 UNITEST FT.LAUDERDALE USA 305 4910444 14701617 P.01
, - � ' � R�eQ 2/19/9I
.
.
DRB APPLICATSON - Tpt�TN oF VAYL, C�LpRADO
DAT� �iPpLYCATION RECEIVED:
�__,.��.
DATE QF bRB kIEE�ING.
•11AAA�ti�*
T$I� �1PPLI�'ATIO� RYLL NOT g� ACC�p'�ED
O�TIL �1�L R�QVIRSD x�l'BaRMATION =B BVBM=TTED
��r*I�f��r+r�•
I. �JECT IAjFORMf►TTON;
A. �ESCRIPTIbN:
�;
�
. �
- - -- �
�.
H. TYPE OF REVIEW: �
�
�,,,� N�W Constxu��tion Mihor Alt�ration °
Addition Conc�ptual Revlew �
G. ADDRESS:
D. I.ECAL DE�GR2�m�oN: Lat � B�ock
subdiv�sion
Tf proparty is deacribed by � meets and bounds lega�
d�scr�ption, pleeeQ provide c�n a separate shee� and
attach to this applioation.
E• ZONINGs
F. �,dT AREA: Sf requi,red, applicbnt muat provide a �ur�ent
s�amped aurvey showing lo� uxea.
G. NAME OF APPLICANT:
Mai�inq Address:
..��.. -..� --- Phone �
�
H. NAME O1" APPLTCANT'S R�PRESENTATTVE: �
Maili�g Addr�s�ss
Phb�e
I. NAME OF OWNERB: � _ � L-� �_P�'�����
�8IG�1�TOit�(8) t
Mail Addr• a: � '�
/�I � S ��. ' ce Phone -
8m��
J. Condominium Appraval i! �pplioabl�. �;,
R. DRB FEE: DRB fea�ar• ��,� }� time of �s uanc�, of a
�
��_�t.
. �
FEE 3CHED�,j�� �;
VALU,i+T�ON FE�
6 0 �- S io,o00 � lo.oo �'.
$ �o,00i - 5 50,000 � �5.oa �
$ 5a,00� - $ i3o,oaa $ so.00 �'
�ZSO, 00� - S �oo,000 �soo.00 �
$5oo,opl ' $i,000, 000 $Zpa. ao �
$ OV�r $1, OOQ,000 $3d4.Op �
�
*Np ]►ppLTQ�TI�JN M�LL H� pROG��B�D RITHOaT G1f1�1ER�A btONATUR�" �
#
�
�
�
�
m
r ,
, ,. � LIST OF MATERIALS
� 4 '
- � NAME OF PROJECT:
LEGAL DESCRIPTION: LOT BLOCK SUBDIVISION
STREET ADDRESS: _ � �i I l 1 � (�--��*
DESCRIPTION OF PROJECT: _��,�/°�r'� �9-7�t'T�� (S�� �..] (d
� "��-� �,/� ��n I 6� S 1 IJ (�1�1 L � /_ l_I �►�
lL 1 '�'��{� �'D `�'�,�_�,2_ l,J� 1��1..�e T��� ����
The following information is required for u i ta� �o t'f e�� i
Review Board before a final approval can be given:
A. BUILDING MATERIALS: TYPE OF MATERIAL COLOR
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows �
Window Trim �,�� ��'
Doors �
Door Trim �eA��-� ls'Tc �� L� ?� �" ,
Hand or Deck Rails
Flues
Flashings
Chimneys �;
�
Trash Enclosures
Greenhouses
Other �
B. LANDSCAPING: Name of Designer: ��� Q����
Phone: _�G'i��(� 1� �
PLANT MATERIALS: Botanical Name Common Name Quantitv Size*
PROPOSED TREES
EXISTING TREES TO '
BE REMOVED �1
�
*Indicate caliper for deciduous trees . Minimum caliper for
deciduous trees is 2 inches . Indicate height for coniferous
trees . Minimum heiqht for coniferous trees is 6 feet .
�'
7
2 Interior Door Schedule 2 1 ~
113 113 1,3 '
_ ~
Cade Room Type .iamb Dim. Hinge W/H Remarks
1 E I I ~
I
1 Entry SC 6" Left 3'6" x 6'8" ~ ~ ~ ~ k
2 Pantry 5C 6" Right 2'4" x 6`8" ~
3 5ath #2 5G 3 5/8" Right 2`4" x 6'8" DA8E DOARD-t1EAT i NQ= - - - - - - t~-~ ~ ~ w
, ~ N~
4 5ed #2 5C 3 5/8" Slider 4'0" x 6`8" 2 3 5
5 bed #2 5C 3 5/8" Left 2'8" x 6'8" ~~N DALCONT j DALCCNI' ~ ~
6 bed #1 " 1 4 SC 3 5/8 Right 2 8 x 6 8 f IJRRIrD OUT WALL L I h~, f ~ Q oo ~ f~
1 5ed #1 SC 3 5/8" Slider 4'0" x 6'8" ~ ~ z _____._--i------------ ~ o~
8 bath #1 SC 3 5/8" Ri ht `4" g 2 x68 I I aroma v~l~ DAB DOARq ttEAT C NQ 7 ~ U ~
9 5ath #1 Glass Right 2 0 x 6 0 Shower DAi3e DoARn ttEATlNA~
10 Pwdr Room SC 3 5/8" Left 2' 4" x 6' 8" ~ wl►------% Tv AD1N! - -
!Sit vea e
11 M. bed 5C 6" " " Right 2 6 x 6 & Arch Top ~T ~
12 M. bed 5C 3 5/8" Pocket i?' 6" x 6' 8" , BUILT 1N CADINETS 8T Y~
13 M. 5ed " r r a 3tE Tit SC 3 5/8 Pocket 2 6 x 6 8
10 3 " , " 7 "
14 M. bed SC 3 5/8 Right 2 6 x 6 8 Arch Top i 115 A5
e LIVING ROOM ~ T~Ru 15 M. bath Glans 3 5/8 Ri ht 2'6" x g 6 0 Shower f
~ WOOD (P ir~LAa 16 M . 5a t h " " " ~ wRAPPeq sTeeL REAM ~ i 5C 3 5/8 Right 2 6 x 6$ :r
ADOYe W/ DU I LT- I N i
17 Storage SC 6" RC ght 2` 0" x 5' 4" Vet C f oPEN ADOVE LIAttTINO l IY
" r r ! a 18 bed #3 SC 3 5/$ Left 2 6 x 6 8 i ~ -z 3~8• ~ 5~8
1°I 5ed #3 SC 3 5/8" 51 C der 5' 0" x 6' 8" SCOTSMAN ~ ENTR7 CLOSET DU ! LT- I N SCOTSMAN gC33 1 C~ --->I--- I I
20 5ed #3 SC 3 5/8" Right 2'6" x 6'8" !itch To E ' i' QRAN1Te 7Op 1
21 Ha C 1 /Lndry 5C 3 5/8" Ri ht 2' 6" x 6' 8" 3 LINE OP Ci^1L1NQ AP~OYE ELKA7 DLPR-i91'i-io l g ~ 1
A3 {
- k--- ~
' i~-PROPfge 8OUNq INSULATION iN WALLS 1
° ' ,wq oe 1 L I N~ wove . 1 ' 9 1 Exterior Door and Window Schedule A5 1 ~ PURREq our WALL LINE
W t
42" ~ Code Room ..Type Hinge W/H o
~ -----r-~
BAR to I
1 Lvg Rm. Caae Fix over 2 awn 5'0" x 6'6" G
2 Lvg Rm . Case Fix 5 0 x 5 3 Trapezoid MAIN ENTRANCE KoliL~;v►NTAae K-224t'~ - ~ + " / " CaRAN l T1Y CeuNTeR TOP ~ o Li
3 Lvg Rm. Caae Fix ~ 2 x "I 10 Arch Top " " KOHLER Y I NThf~E K-3411-ED ~l
4 Lvg Rm. Caae Fix over 2 awn 5 0 x 6 $ _ - ~ m
" " MOYe eX1ST1NQ P1RE ~ ~ 5 Lv g Rm . Caae F I x 5 0 x 5 3 urPEP I~ i NeN ~ADf NET POwoeR RM .
HALLWA7 EXTINQU1SitER \ ~ 6 K i tehen Caae < aver fix 2' 6" x 4' 0" over 2` 6" x 2' 6" ADOVe Toil;eT MOPE P ! RE PULL AW u ' Ly
l M , M ( M t N ~ Kitchen Caae > over fix 2 6 x 4 0 over 2 6 x 2 6 cv~1P7 LocAT1oN;' f 24 I
& Kitchen Case Fix over fix "1 2 x 4 0 over "1 2 x 2 6
10 g Kitchen C a < " " " t a e over fix 2 6 x 4 0 over 2 6 x 2 6 m
10 Kitchen Gade > over fix 2'6" x 4'0" over 2'6" x 2'6" 35/x•
} a 11 Matr 5ed Caae < over fix 2'6" x 3'O" over 2'6" x 1'0" i
12 Matr 5 R I ! ed ep{ace with tempered glass where needed.
: / M / 4 ! M I "
13 Matr 5ed Caae > over fix 2 6 x 3 0 over 2 6 x 1 0 ~ q ouT wALL uNe.r" ' " " ELEYATOR ~
14 Matr 5ath Caae < > over fix 14 0 x '1 3 Arch a
15 5ed < e a r. " r a , a SOUNq INSULATION !N WALLS ' #3 .Case over fsx 2 6 x 3 0 over 2 6 x 1 0 a \ At~q Ce I L i NQ 2 QLA~ I`
16 bed #3 Replace with tempered glans where needed =
1'l 5ed #3 Caee > over fix.. 2'6" x 3'0" over 2'6" x 1'0" . ~24
18 Office 5C Right 3 0 x 6 8 F u l C Light DU 1 LT 1 N STORAdE CAD! NETS
- , " , " -i W DATti 1`I Office Caae Fix 6 0 x 6 6 TrapezoCd LAUNDRY ~ J ~
24'-O" - vcrit~ I ' 20 Laundry Rep I a ce with frosted g 1 a a a T 1 ~ _ - H
0 21 Laundr Re Iace with fronted lean j ~
y p g ~ DASE DOARD HEATIN9 - 2 RASE DOARA tiEAT1
22 Laundry Rep I ace with f routed g 1 aaa 4 1
23 Laundry Replace with fronted glass
2a 21 ~ 22 23
NOTE REMOVE EXCST(NG WINDOWS, MATCH HEAD HEIGHT ANO WIDTH, ~ ~l
J l l VERIFY. W 1 DTH AND HE 1 GHT OF EX I ST C NG W C NDOWS . RFMO!'E w I NgOW ~ r:'
NOT ~ ~
E WINDOWS TO 5E DOUSLE GLAZED LOW E QLASS WITH THERMAL PAIN AND ,
~ r UV PROTECTED . v ~
W ° INDOW CRANKS TO ~ BUTTERFLY STILE ON ALL OPERABLE WINDOWS. ~ o- 2
o ~ ~ •
NOTE WINDOWS TO BE REMOVED 11RE TO DISTURB A5 LITTLE STUCCO AS P05515LE x t
DUE TO THE FEASIBILITY OF MATCHING THE EXISTING STUCCO. n.
FIREPLACE -INSTALLATION OF ASHLAR STONE TO 5E SIMILAR PLUMBING TYPICAL FAUCETS/TRIM =1V GEORGES 5RA55 NOTE ALIQN NEW WALLS WITH
TO THAT 1N UNIT # 3. MASTER BATH SPA KOHLER VINTAGE K-'702H EX15T1NG FURRED WALLS.
M11RBLE - INSTALLATION OF MARBLE TO BE SIMILAR TO THAT.. BED l-3 TOILETS ■ KOHLER PORTRAIT K-3490-EB VERIFY ALIGNMENT OF WALLS
i CN UNIT #3 WITH 45° CUTS AND BEVELED EDGES. 5Ep 1-3 LAVATORIES KOHLER CAXTON K-2210 TO LOCATION OF EXISTING 1
CLOSET STSTEMS -ALL CLOSET SYSTEMS ARE TO INCLUDE BED 2,3 TUBS KOHLER MAESTRO K-840 STEEL COLUMN5.
DOUBLE HANGING WITH DRAWERS AND SHELVES MASTER SATH TOILET = KOHLER VINTAGE K-3411-EB 5/8" TYPE X GW5 TYPCCAL,ALL WALL5 ~v~
VERIFY WCTH O'vJNER. MASTER SATH BEDET = KOHLER SAN TROPEZ K-4854 2
PROVIDE SOUND IN5ULATION 1N ALL WALLS MASTER SATH LAV. KOHLER VINTAGE K-2240 A3
MASTER SATH SHOWER = MR. STEAM AND ON ALL PIPING
VERIFY SPRINKLER LOCATIONS AND POWDER RM: TOILET KOHLER VINTAGE K-3411 EB
REQUIREMENTS POWDER RM. LAV. KOHLER K-2240
PROVIDE SACKING FOR ART WORK,tVERCFY l
NOT ~ / " T LOCATI(~J WITH OWNER) PRIOR TO INSTALLATION E 3 4 DIA. PIPES 0 ALL SHOWERS, BATHS, AND KITCHENS
U T OF DRYWALL.
THRO GROUT 0 PROVIDE SETTER WATER FLOW.
STUCCO PeNCE ~
}
3
~
1.O \W!E IS. LEVEL IF]L O O& PLAN
C j/ Town of Veil
~ OFFICE COPY
Z Z 1
X13 X13 X13
W i wawa ro e~ ~r~ov~ ~
1 ~ 11 f 18 ! 13 i
i
ROOF i~ELOW _
L ~ ~ l
W~L.L EELOW { DABD DO~lltl? HERT ! Nt~3 ~
i I ~ I ~
~~~m~
~ ~ OU7 W/tl.l. L t NE rn ~ ~ ~ z
T
_ _ _ _ n _ . _ ~
/
\ ~
NEW WINDOWS RE~3-A4 --PURRED OUT WALL I
~ EXISTINQ FURl~ED WALL LINE
\ -NEW WALL L i NE
fir . r'
\ OPEN T E3ELOW - ~
WRAPP STEEL bEAM
\
FLOOR T l'~ REMOVED
\ W00 x.
\ ~ ~0.
\ ~ ARCH T 3 19 _ _ _o.
8 WINDOW SILL.
23'-4 1/4" f ~
_ _ _ a_______ .u _____a_. _ _ _ _.~r ~ i ~d
! EXTER ! OR pECK CE (L 1 NO R L _L- 1 _ soy.! n. R .i►- ~ _ ~
pQE NE MOPE COI.t.~N ~ COLUh~I LOC .
RE ~ X16 .
sTSE~. coLUMN °0 ~ Tom. ca.UriN ~ ~ -~~co~~N
R~..ocATE ~
18 WRAPPED W1lLKW1~Y/OFFICE ~ ~
~ WOOp ~ ~ 1 ~ 30
A3 ~ 20
i ~
~
E . bU (LT 1 N CAD (NETS . __________-v_, a
_ - - . _ _ J f
C
~ , _ . / pN , e o tt 1 c~tt WALL
5Ot1ND PROOP 1 NQ i N WALL AND C[: I L I NQ
-O' H 1 ati W ACCESS F '~-I^~.
87ORAQE
.
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PLUMEINQ~ TYPICAL F~IUCET5/TRIM ■}Y QEORQES 6R1~55 NOTE Il LIQN NEW W~iLL5 WITH EXf5T1NG
MASTER QATH 5P,1 KOHLER Y 1 NT~1QE K-'102H FURREp WhLLS. YERIFY ~1L}QNMEN7
6Ep 1-3 TOILETS KOHLER PORTRr~fT K-34°10-E6 OF W,1LL5 T4 LOC,tT 1 ON OF
6Ep 1-3 Lt1Y1lTOR f ES = KOHLER GAXTON K-2210 STEEL COLUMNS.
SEp 2,3 TUES KOHLER M11E5TR0 K-840
M~15TER 6r1TH T01 LET kOHLER 111 NT1lQE K-3411-ES
M~tSTER S~tTH E 1 pET _ KOHLER 51~N TROPEZ K-4854
M~tSTER B11TH LAY . = KOHLER Y 1 NT~OE K-2240
MrtSTER >~11TH SHOWER = MR. STE1tM L
POWpER RM. TOILET KOHLER YINTIIQE K-3411-EE
POWpER RM. Lr~Y. = KOHLER K-2240 i.
I I
MEGH~IN I G~1L NOTE ~ Fr1N GO ! L Il 1 R CONp I T l ON I NG SYSTEM FOR
ErICH 5P1lCE . YER 1 FY LOCI~T l ON t
2
ri3
`~~r~-
~ ~
-
UPPER LEVEL FlLOOIt. PLAleT
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