HomeMy WebLinkAboutDRB060540r+...:�4---= `- � = _
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De�i+�� �evier�r B+�a��d
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�.�;�� ID�partment of C�mmu�ity Dew�lopment
����J � 75 South Frontage Rc�ad, Vail, Gole►ra�do 81657
te1:470.479.2139 fax.970.479.2�52
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Project Name: LANDMARK COMMERCIAL CONDOS DRB Number: DRB060540
Project Description:
Participants:
FINAL APPROVAL OF COMMERCIAL FACADE RENOVATIONS
OWNER LANDMARK COMMERCIAL DEV CO 11/27/2006
610 W LIONSHEAD CIR STE 100
VAIL
CO 81657
APPLICANT FRIIZLEN PIERCE ARCHITECTS 11/27/2006 Phone: 970-476-6342
1650 EAST VAIL VALLEY DR, #C-1
VAIL
CO 81657
License: C000001402
ARCHITECT FRITZLEN PIERCE ARCHITECTS 11/27/2006 Phone: 970-476-6342
1650 EAST VAIL VALLEY DR, #C-1
VAIL
CO 81657
License: C000001402
Project Address: 610 W LIONSHEAD CR VAIL Location: LANDMARK CONDOMINIUMS
Legal Description: Lot: 1 Block: 1 Subdivision: Vail Lionshead Filing 3
Parcel Number: 2101-063-0706-1
Comments: FRIIZLEN RECUSED
Motion By: DANTAS
Second By: DORWARD
Vote: 2-2-1
Conditions:
BOARD/STAFF ACTION
Action: DENIED
Date Z �2/ �07
Planner: Bill Gibson DRB Fee Paid: �300.00
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*#*##*****#**###*##****##*#�#*##****##*##*##*#*******#******#*****#*#*###*#*####**#*********
TOWN OF VAIL, COLORADO Statement
********************************************************************************************
Statement Number: R060002025 Amount: $300.00 11/27/200602:13 PM
Payment Method: Check Init: JS
Notation: 14096/FRITZLEN
PIERCE ARCH.
-----------------------------------------------------------------------------
Permit No: DRB060540 Type: DRB - Addition of GRFA
Parcel No: 2101-063-0706-1
Site Address: 610 W LIONSHEAD CR VAIL
Location: LANDMARK CONDOMINIUMS
Total Fees: $300.00
This Payment: $300.00 Total ALL Pmts: $300.00
Balance: $0.00
*********************************************************************�**********************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
DR 00100003112200 DESIGN REVIEW FEES 300.00
22 06 04:55p
k r
, � ,� ,
Linda Malaby
970-984-0700 p.1
Minor Exterior Alterations
App►I�c:a�ian for Design Review
Departnx�nt of Cr�rrrriu�r Devtbpment
�u�t� � I17s� � 7S bN: 4T0,�4M�.�28�fax�97G.4�79.�Z452�
web: www.v�gov.00m
6011ori1 Ilftaf BMli010 :
AN pro)eCts raquirkt9 d�iqn review inu6t reoeiVe 2ppeOVal prbr to S7JbmliGttg � bUIICI�g DBmdt ePp�'dtbtt. FI�!
r�efer to tl� submittal r�iraments br the particular approval that �5 r�bad. M aDdica�or+ for Cksbgn Re�r�
camot be 800a�C ur�fi aN raquired inforrnatinn is raeived by tlre CanmunNtY Qev�Opm�t Depanrrrent. The
P�� �Y a�o I�eeCt ba be �+evia�ved by tAe Torm Coue�al and/or ft�e PtanNrg and Envir�onmor►�i Conunlssla�.
Dr19� �► � aY�s �l�s a bdi�n� A�nnR 1s Mw�d snd aomkrue�lon wmeea�roa w�d�in
an� yar �f tlu ap�wt.
Loe�lion of tha Propw�t: t:o�,�_BJodc:, .� Subdvlsion: �%a� _. i•t�L��-li6i/kO C�i ��JL..1�
rar� �aa� la �.� �
P�ro�i No.:2Ja/cY3�► �G / (Qwit�ct F,�gle Co. Asse�r at 97o-328�8640 Por par�oel no.)
ZoninQ: ��1� 1.
Nin+�'(s) d owner{sk �,�a�lc
Man�tna� Adefe+esc fi /O � • tJC
owneKs) S�aturs(s):
N�rne of Appliea�
��w �.�:1
F-ma�lf w�, � !1'�I�l/
' b:`i1�v�
'ij�pe of Review ana Fee:
!� Sig�s
� Cone�ptual Review
❑ New i�st►uctlqn
� Addltlan
❑ Mlnor Atbaatpn
(muitN'amriy/wrnmeidaq
❑ Mnor Aber�Jor►
(s�►�9�e�iMld�x)
�' � CO /�PPCVVtd Ptt�ts
GJ S�aration aequest
�
11b Fee
�
��
f250
�20
�
No Fee
�a
.�, P1wna . 5�%D • y7.( �:
� . s.- .cc�-
���=�r=�=�.� ��g---
r!G . /�ETFut: 7�
�.�.,�,�
P� 51,00 Der' sq�aro foot of tabi sipr► ar�.
For aor�vctlon d s rKw bullding or denq/rr�tfb,
For an addi�ivn where square footnge is added to any resid�+tiat ar
CommerC�tat �iklkg (InCktdes 2S0 adddt7rr5 & ir�te�or conversbn5)..
Far mltnr a�anpes to buitdtngs and slbe Impravernanls, suctt asr
�'e`^�ti9, patnting, witba�w ad�ttor�, landscapirg', tencas ar�d
retalnfrtg walfs, eGC,
For minor fianges m buildlrgs and sitt impravern�nts, stich �s,
�'►o�D. f��9. windar addi#+o+is, landscaPing, fertces ard
retatning walls, e�c.
For re++Lsiora 6o plarrs already approved by Pianrdrr�g Sraff or the
�edgn Re�iew eoard.
For of�iy.J�� Onl�r• �
. �
Fee Paid• ��bv„� Check No.• 13y;_
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Building Materials
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
PROPOSED MATERIALS
��e of Materiai
Color
�?'I' `l�ti'.� -��;�r`�.i�_, "'.�.3''"'e,P�=�rYt �''?`:�'�t'°jr'�`:�%-- '.� i` ��='fi:.� ���(.,! .��.�-
,1�:���`:s�,��4� ��..,���. 7�°%p I'Yt.1��.tf��"i �+��rfj ��i°;�j �L-AF..� ;i
j �'` �� ,�"t��� �"`�"'�"" -�""-..�..,e '*r"f� �L���9 � � L.
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��;a�`.�c.�a �i?�'Tr.� ����i'
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,�,��t�t � t�� -4Lv ��ri�c1�'�.
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r�f�- �E'- %�,�� �.�° .� .-�t,..s,.?iY� t t�.,lG.,�e'�' �
Door Trim
�'dti.1,�' 9/'��-/��,:=.`��-
Hand or Deck Rails
���=�.�.
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
E�erior Lighting
Other
Notes:
��df:���
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���'° �-%�:�;
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�tl��-L� G'Sif�:%�� �� -��.1� — �h�J °'G
Please specify the manufacturer's name, the color name and number and attach a color chip.
Page 6 of 12/02/07/02
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PROPOSED LANDSCAPING
Botanical Name Common Name uanti
PROPOSED TREES
AND SHRUBS
� �
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��� ����
EXISTING TREES
TO BE REMOVED
Minimum Requirements for Landscaping: Deciduous Trees — 2" Caliper
Coniferous Trees — 6' in height
Shrubs — 5 Gal.
Tvpe Suuare Footaqe
GROUND COVER
SOD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.)
Page 7 of 12/02/07/02
Size
�
� PJod• 1. �:.�C6 3,�2P�� �ESTi�J?.i!GI� RE�ORT
fJ:��33JF P� 1
. }
' . ��,�d�ax1� �ondc�rr�ir�ium Assoc�a�t�c��
�.�..�.........�.�.�.. �-.-��.�.
610 ���T �xo�;sk�ead. �ircie • Varl, Cc.,lorado A165? •�iaone g70,476.1.350
NovembEr 7, 2�06
i'own of Vail
Planning Department
75 S. Frontage Rd.
Vail, CO 816�7
Fie: Landmark Cammercia! Unit Exteriof Renovation
To Whorn lt May Concern:
The Landmark Condominium Association Baard of Directors has revi�wed th�
plans prepared by Fritzlen Pierce Architects ihat were presented ta them on
OctoGer 25, 2006 for ti�e exterior r�novation of the �.andmark comrnercfai units.
Please iet this letter se�vs authorization for them to proceed with seeking the
necessary town approvals of those improvements.
Please let me know if you have any questions or requir� anything further.
Sincerely,
�-'�`��` �.�,�f �^-�.: �.��= ..�,'"; -
i' •-� •� • ..r,��
` ( -- ; `-: . . ..., .
�•�.--$'�°`offrey`S. Wrtght, DftM Mar�ager
Landmark Conrlominium Ass,, Inc.
� °�L�ked Commitment Delivery
� � .
Tyson Dearduff
Page 1 of 7
, From: Linda Malaby [malabyC�vail.net]
Sent: Monday, December 11, 2006 3:38 PM
To: Tyson Dearduff
Subject: Fw: ****'SPAM***** Land Title Delivery (LANDMARK-VAIL CONDOMINIUMS, COMMERCIAL
AREA)(buyer/owner LANDMARK)(our 50017291)
Importance: Low
Attachments: 50017291-1-Misc.pdf
----- Original Message -----
From: chol#z�.lt�c.com
To: malab�vail,net
Sent: Monday, December 11, 2006 2:57 PM
Subject: *"**'SPAM**"* Land Title Delivery (LANDMARK-VAIL CONDOMINIUMS, COMMERCIAL AREA)
(buyer/owner LANDMARK)(our 50017291)
Linked Commitment Delivery
Land Title
GUl11tANTEB COMTMIY
�,,
�� Attached is your Land Title commitment for order number 50017291 ln Adobe AcrobatTM format. See the bottom of this
email for Installatlon lnstructions and more details.
For your conven(ence, we have a summary of your commitment below. Notice the Ifnks within the document; you can
click these links and open the associated image.
Any text in the Commitment 5ummary that has been updated or changed appears in a different color.
If you have questlons regarding any of the Ilnks In thls email, please contact Vall Title Dept. by calling 970-476-2251.
Informatton Binder Summary - LANDMARK-VAIL CONDOMINIUMS, COMMERCIAL AREA (50617291)
��w wnu �iuc vumaincc �.v�i�No��� �.vnwa.u.
� �i � it�c n»i�aa�n.c.
Vafl Title Dept.
108 S FRONTAGE RD W#203
VAIL, CO 81657
Phone:970-476-2251
Fax:970-476-4732
12/11/2006
�
� -Lir�ked Commitment Delivery
Commitment Delivery Parties:
LANDMARK COMMERCIAL DEVELOPMENT
610 W. LIONSHEAD CIRCLE
SUITE 100
VAIL, CO 81657
Attn: LINDA MALABY
Phone:970-376-1553
EMail: malaby@vail.net
Linked Commitment Delivery
Property Address:
Landmark-vail Condominiums, Commercial Area
Vail, CO 81657
County of Eagle, State of Colorado
Legal Description:
PARCEL A:
Page 2 of 7
THE OFFICE UNIT AND THE COMMERCIAL UNIT OF LANDMARK-VAIL CONDOMINIUMS, ACCORDING TO THE
CONDOMINIUM MAP THEREOF RECORDED NOVEMBER 14, 1974 IN BOOK 237 AT PAGE 177" THE SUPPLEMENT
TO THE CONDOMINIUM MAP RECORDED MARCH 11, 1975 IN BOOK 238 AT PAGE 9_�8, AND ACCORDING TO
THE CONDOMINIUM DECLARATION FOR LANDMARK-VAIL CONDOMINIUMS, RECORDED JULY 17, 1973 IN
BOOK 230 AT PAGE 12.9.,. AS AMENDED BY AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS AND
RESTRICTIONS RECORDED SEPTEMBER 17, 1973 IN BOOK 231 AT PAGE 11, AS FURTHER AMENDED BY
SECOND AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED
FEBRUARY 8, 1974 IN BOOK 233 AT PAGE 335 AND AS FURTHER AMENDED BY THIRD AMENDMENT TO
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED SEPTEMBER 23, 1974 IN BOOK
236 AT PAGE 57�,, AND FOURTH AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS AND
RESTRICTIONS RECORDED SEP'TEMBER 13, 2006 UNDER RECEPTION NO. 200625045y COUNTY OF EAGLE,
STATE OF COLORADO.
PARCEL B:
A PART OF LOT 1, BLOCK 1, VAIU�ONSHEAD THIRD FILING, TOWN OF VAIL, EAGLE COUNTY, MORE
PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT:
12/11/2006
. Li�ked Commitment Delivery
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1
Page 3 of 7
BEGINNING AT A POINT FROM WHICH THE SOUTHEAST CORNER OF SAID LOT 1 BEARS SOUTH 04 DEGREES
27 MINUTES 00 SECONDS EAST, 38.00 FEET; THENCE SOUTH 85 DEGREES 33 MINUTES 00 SECONDS WEST
5.33 FEET; THENCE SOUTH 40 DEGREES 33 MINUTES 00 SECONDS WEST, 32.53 FEET; THENCE SOUTH 85
DEGREES 33 MINUTES 00 SECONDS WEST, 41.38 FEET; THENCE NORTH 49 DEGREES 27 MINUTES 00
SECONDS WES7 19.09 FEET; THENCE SOUTH 85 DEGREE5 33 MINUTES 00 SECONDS WEST 6.17 FEET;
THENCE SOUTH 40 DEGREES 33 MINUTES 00 SECONDS WEST 19.09 FEET; THENCE SOUTH 85 DEGREES 33
MINUTES 00 SECONDS WEST 26.16 FEET; THENCE NORTH 49 DEGREES 27 MINUTES 00 SECONDS WEST
28.75 FEET; THENCE NORTH 04 DEGREES 49 MINUTES 35 SECONDS WEST, 53.83 FEET; THENCE NORTH 40
DEGREES 10 MINUTES 25 SECONDS EAST, 14.14 FEET; THENCE SOUTH 04 DEGREES 49 MINUTES 35
SECONDS EAST, 50,60 FEET, THENCE NORTH 85 DEGREES 10 MINUTES 25 SECONDS EAST, 114.10 FEET;
THENCE NORTH 04 DEGREES 49 MINUTES 35 MINUTES WEST, 61.00 FEET; THENCE NORTH 85 DEGREES 10
MINU7ES 25 SECONDS EAST, 25.76 FEET; THENCE SOUTH 04 DEGREES 27 MINUTES 00 SECONDS EAST,
72.55 FEET TO THE POINT OF BEGINNING, COUNTY OF EAGLE, STATE OF COLORADO; EXCEPTING THAT
PORTION LYING WITHIN LANDMARK-VAIL CONDOMINIUMS BUILDING AS SHOWN ON IMPROVEMENT
LOCATION CERTIFICATE ISSUED AUGUST 10, 1983 PRO]ECT NO. V-30965 BY INTER-MOUNTAIN
ENGINEERING LTD.
Plat Map(s): y�:���17�$�
— trrecnve �ate & Time: --
November 2Z, 2006 at 5:00 P.M.
— interes�:
A Fee Simple
--- �eue��s�: _____.__.
=B
-- ouyer�s��oorrvwers�s�: -----°-�°--�-°--�
LANDMARK COMMERCIAL DEVELOPMENT COMPANY, A COLORADO GENERAL PARTNERSHIP
— Proposed Insured & Coverages: � - —•--- —�------------�------,--
Informatton Binder
LANDMARK COMMERCIAL DEVELOPMENT COMPANY, A COLORADO GENERAL PARTNERSHIP
Requlrements:
�
12/11/2006
. � Li�4ked Commitment Delivery
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Page 4 of 7
Item (a) Payment to or for the account of the grantors or mortgagors of the fuil consideration for the estate or
interest to be insured.
Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for
record, to-wit:
Item (c) Payment of all taxes, charges or assessments levied and assessed against the subject premises which
are due and payable.
Item (d) Additional requ(rements, If any disclosed below:
This product is for informational purposes only and does not constitute any form of title guarantee nor
insurance. The I(ability of the company shall not exceed the charge paid by the applicant for this product, nor
shall the company be heid ifable to any party other than the applicant for this product.
THIS COMMITMENT IS FOR INFORMATION ONIY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO.
Exceptions:
1. R(ghts or claims of parties in possession not shown by the public records.
y �� 2. Easements, or claims of easements, not shown by the public records.
�
3. Discrepancies, confl(cts in boundary Ilnes, shortage in area, encroachments, and any facts which a correct
survey and inspection of the premises would disclose and which are not shown by the public records.
4. Any lien, or right to a lien, for services, labor or mater(al theretofore or hereafter furnished, imposed by law
and not shown by the public records.
5. Defects, Iiens, encumbrances, adverse claims or other matters, if any, created, flrst appearing in the public
records or attaching subsequent to the effective date hereof but prior to the date the proposed insured
acquires of record for value the estate or interest or mortgage thereon covered by this Commitment.
6. Taxes or special assessments which are not shown as existing liens by the public records.o the Treasurer's
office.
7. Liens for unpaid water and sewer charges, if any..
8. In addition, the owner's policy will be subject to the mortgage, if any, noted in Section 1 of Schedule B
hereof.
12/11/2006
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9. EXISTING LEASES AND TENANCIES, IF ANY.
10. ANY FACTS, RIGHTS, INTERESTS OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS, BUT
WHICH COULD BE ASCERTAINED BY MAKING INQUIRY OF THE LESSORS IN THE LEASE OR LEASES
DESCRIBED OR REFERRED TO IN SCHEDULE A.
il. THE EFFECT OF ANY FAILURE TO COMPLY WITH THE TERMS, COVENANTS AND CONDTTIONS OF LEASE OR
LEASES DESCRIBED OR REFERRED TO IN SCHEDULE A.
12. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD
THE SAME BE FOUND TO PENEfRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES
PATENT RECORDED MAY 24, 1904, IN BOOK 48 AT PAGE 5...0...3. AND IN UNITED STATES PATENT RECORDED
SEPTEMBER 04, 1923 IN BOOK 93 AT PAGE 98,
13. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS
RESERVED IN UNITED STATES PATENT RECORDED MAY 24, 1904, IN BOOK 48 AT PAGE 503 AND IN UNITED
STATES PATENT RECORDED SEPTEMBER 04, 1923 IN BOOK 93 AT PAGE 2$,
14. RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT
OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL
ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY,
OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT
THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT
RECORDED OCTOBER 15, 1971, IN BOOK 221 AT PAGE � AND AS AMENDED IN INSTRUMENT RECORDED
AUGUST 12, 1977, IN BOOK 258 AT PAGE .4..5.�..
15. RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT
OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SDCUAL
ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY,
OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT
THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT
RECORDED JULY 17, 1973, IN BOOK 230 AT PAGE .129 AND AS AMENDED IN INSTRUMENT RECORDED
SEPTEMBER 17, 1973, IN BOOK 231 AT PAGE ll_l. AND AS AMENDED IN INSTRUMENT RECORDED FEBRUARY
08, 1974, IN BOOK 233 AT PAGE �35 AND AS AMENDED IN INSTRUMENT RECORDED SEPTEMBER 23, 1974 IN
BOOK 236 AT PAGE 57.� AND AS AMENDED IN INSTRUMENT RECORDED SEPTEMBER 13, 20U6 UNDER
RECEPTION NO. 20062SQ45,
NOTE: STATEMENT OF ELECTION BY IANDMARK-VAIL CQNDOMINIUM ASSOCIATION, INC., TO ACCEPT THE
PROVISIONS OF THE COLORADO COMMON INTEREST OWNERSHIP ACT, SECTION 38-33. 3-101 C.R.S., ET
SEQ., AS AMENDED RECORDED APRIL 13, 2000 UNDER RECEPTION NO. 727_1..95,.
16. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF
12/11/2006
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LIONS
Page 6 of 7
17. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF
LANDMARK CONDOMINIUMS RECORDED NOVEMBER 01, 1974 UNDER RECEPTION NO. �3.3.�.8.1. AND
SUPPLEMENT TO THE CONDOMINIUM MAP OF LANDMARK CONDOMINIUMS RECORDED MARCH 11, 1975
UNDER RECEPTION N0. 1�49�1�
18. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND
GRANTED IN CABLE TELEVISION EASEMENT AND MAINTENANCE AGREEMENT RECORDED JUNE 08, 1994 IN
BOOK 642 AT PAGE 337.
19. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND
GRANTED IN HOLY CROSS ENERGY UNDERGROUND RIGHT OF WAY EASEMENT RECORDED ]ULY 18, 2005
UNDER RECEPTION NO. 923062•
20. TERMS, CONDITI�NS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND
GRANTED IN GRANT OF EASEMENT (DRAINAGE) RECORDED NOVEMBER 21, 2005 UNDER RECEPTION N0.
937_fi 12...
21. TERMS, CONDTTIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND
GRANTED IN GRANT OF EASEMEN7 (SURFACE IMPROVEMENTS) RECORDED NOVEMBER 21, 2005 UNDER
RKEPTION NO. 937613.
The above Summary is p�ovided fo� information purposes only. To the extent that it conflicts with or otherwise va�ies
from the adual commitmeni provided, the latter shall govern.
The above links and associated images are provided fo� information purposes only. They are nor guaranfeed as to
acc�racy, availability or quallty.
The above Summary is provided for information purposes only. To the extent that it conflicts with, or otherwise varies
from, the terms of the attached title commitment, the latter shall govern.
The above links, and associated images are provided for information purposes only. They are not guaranteed as to
accuracy, availability, or quaiity.
The attached document fs a PDF (Portable Document Format) file and can be viewed or printed with Adobe Acrobat
ReaderrM
If you do not have Adobe Acrobat ReaderTM on your system, you can downipad_i� f9r frge f.l'4m,Ad��e.
Some of these documents may be designed to print on LEGAL paper. To pr(nt these on LETTER paper, select the "Fit to
Page" option from within the Acrobat Reader.
If you want to print on LEGAL paper, select legal-size paper from within the "Print Setup" dialog box from within the
Acrobat Reader.
12/11/2006
.. � d.�ked Commitment Delivery Page 7 of 7
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Content in this email is Copyright p Z005 LT Systems, L.L.C. All rights reserved.
12/11/2006
y Lyi�n Fritzlen, Ait\. .archite:ct
G'Villiam F Pii�rct��: �,r:t'�itect
ly�•,ri I�eaid�all�, Dii�>��ir,rc?(�rcl�itedure�
Kathv I ie<Hn;;a: C7i�ic,� ;b1anat;cr
FRITZLEN
PIERCE
February 14, 2007
Dear Bill:
FRITZLEN PIERCE ARCHITECTS
VAII, COLORADO
Attached please find information related to The Landmark Commercial DRB final application.
As you know, we are committed to retaining the Vitrines in the commercial fa�ade, and have included
information and photographs supporting the design and inclusion of them. We are supported by the
tenants who feel that the vitrines are an important component of the retail display system at the
fa�ade.
We have reduced the overall size of the windows by increasing the width of the stone on either side of
the windows.
Additional information supports the detail of the base of the wall which we feel is both important to
the integrity of the stone and responds to specific comments in the Lionshead Design
recommendations. A sample of the actual stone is included and, as you can see, the stone is fairly
delicate. We feel it should not extend to the ground.
I am,
Very sincerely yours,
Tyson S. Dearduff
Director of Architecture
1 f�51) Ea�t \`ai) l'a (f�� L�ri��r
ti'ail, C��lurad��� 8165'
I' cy-{.�.�3-6 �ii=t�
F: t!��?-7?h>t�Jiii
F: ini=.�( vailar��h'lrct�_�:um
��-ww.��ailarchitect<.con'r
fallri�l;;e C "I.
LANDMARK COM1ViERCIAL DEVELOPMENT COMPANY
610 W. Lionshead Cir�cl� Suite i00
Vail, Colorado 81657
970-476-3535
Febnt$ry 14, 2007
Town of Vail
Des�gn Revie°cv Board
75 So. Fro�agc R�oad
Vail, CO 8165?
Hand Delivered to: Bill Cribsan (2/15/0'I)
Dear Board Merobers:
I am the owner of the co� space of the La�k Build'mg and I have been
apprised of tbe r�2 respo�sesl��stions made by tt�e Design R�view Board
c:oncerning out d�sign plans f� redevela�nt.
Bill Piecce a� ott�rs l�e beea before the DRB for over two months now in regards of
obtaining DRB appro�val f� a�r project. We feel thai Fierce's de�gn plans for the
commexcial space are ou�tand�g and cx�eate a dyna�c retail pre�oe for Iaanshead. At
the last DRB me�ing there v�e a f�v more issues that nooded ta be a�r�ed. Tlris
came as a c�o�pie,te sucprise to us soci has cost �� two we� �► af going farth
on this project. I would ask you to unde�aad thai � is cxucial for us to have a start
date of mid Apn�l a�l � by hme 30�` of ?AtY7. This time fram� is in�rative for
siaging with the F'ue �rt (w}�ch we hav�e met with IV�k�e Mc�Gee vn) a�d also the
cwr�t streetscape pr�ojed. ffvwee ar+e c�lay�ed w� t�e Fall we wili then have difficulties
with coord'matiag with �re�pe � aad also impose a l�er h�n�dslrip on our
te�a�s which the.y have already a�stained fcx ov�er tvvo years.
In light of ti� above, I w�ld ask that if t�e is aaything else t�t neeci be addr�essed that
we have nat f�o�eseen to d� that y�u would make us aware of t� i� be�ore the .
next DRB mee�g on Feb�uary 21'� so t�at we can pr�at options to t1�e ia4ues in
� �� � BPP�
I have beea told that a major oonoan the DRB has at t�s time is the a�o�mt of disP�Y
glass a� the style of the vitrines (glass di4play c,abmets). Pie,roe's office has re°vie�ved
the iss� of"too t� gtass" a�d has �d t�t wrth tt� added st� vene�r, we
actually have dimm�ishod the �rn of display glass from the � fa�de. As for the
vittines, B�1 Fie�ce has tweaked the design a bit and we think it is a cx�ative way of
�P�YmB our �se for nxxeaseci sales.
-2-
We feel our r�adevelopme� P�ole� needs to make a dynam�ic, cre�ive stat� because
of Arabelle's oversha�dowing Pres�c� across t�e waY. We believe that Pierce's firm has
come up with such a design that w�l enhance the L�mdmark BuildinB a�d I.zonshead as a
whole.
A,gain, I re�terate that fmne for us, is of the �ce aad appreciate Yrnu' re.�ponse and
consid�ation ia this matter.
Sinc�erely,
l�� ��„d,� • � w�- f in•�.
RICHARD N. BROWN, PartnGr
Laadmark Coman�ial
Cc: Bill Piercx
c��ew�
Page 1 of 2
." � �, �6so� — ?d(!
� ,� ,
William F. Pierce
From: Linda Malaby [malaby@vail.net]
Sent: Tuesday, January 16, 2007 12:03 PM
To: William F. Pierce
Subject: Fw: Letter to DRB - Windows
---- Original Message -----
From: Linda Malabv
To: Mark Hallenbeck
Cc: Bill Pierce
Sent: Monday, January 15, 2007 2:00 PM
Subject: Letter to DRB - Windows
I January 15, 2007
''� Town of Vail
'� Design Review Board
' 75 So. Frontage Road
Vail, CO 81657
���� �/ �
D
JAN 1 � �u0?
TOWN OF VAIL _
LANDMARK COMMERCIAL DEVELOPMENT COMPANY
610 W. LIONSHEAD CIRCLE, SUITE 100
VAIL, COLORADO 81657
970-476-3535
RE: Signage — Vail Sports — Landmark Building
Dear Board Members:
There was some discussion at the last Design Review Board meeting on January 3rd, 2007, concerning Landmark
Commercial's redevelopment plan for extended window heights on the southeast corner of the Landmark Building. The
concern of the DRB was the possibility of displays or signage that may be incorporated by the tenant that would not be in
good taste and they wanted some type of assurance from the tenant and landlord that this would not occur.
The Landlord (Landmark Commercial Development Company) has agreed to create an addendum to the current lease
with Vail Sports and would create an addendum for any future leases of said space; indicating that the Lessee would need
to seek approval from the Landlord with regards to any signage and/or displays in that area and would also need approval
from the Town of Vail for the regulation of such signage/displays.
Sincerely,
G��
Linda R. Malaby, Agent
1/16/2007
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Recessed luminaires with die cast
aluminum louvers and etched
tempered diffusers. Suitable for
wet locations.
Color: Black.
2283 has integral electronic
�ransformer and includes
1142 lamp.
?283 Opening: 527/s2" x 2'/,s" x 4"
2288P Opening 913/sz" x 2'/,s" x 4"
2286P Opening� 11 �7sz" x 2�'��' x 4"
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�2283 "'/Transformer � 1 18W S8,12V
2288P Location Light � 1 9W PL
2286P Location Light � 1 13W PL
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switch box only.
2180 is supplied with lamp and an
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Color: Black
Lumen A B
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'� ��?73P Wall � 1 9W PLC 575 3Yz 7Y,s
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Medium beamspread and high efficiency provide effective distribution for medium to high
ceilings. Specially designed deep reflectors provide 50° cut-off and better visual comfort '
than generally available with compact fluorescent downlights.
Reflector: Specular Alzak° is precisely contoured for matching physical and optical
cut-off and a smooth, soft-edged field without hot spots. Iridescence Free'" finish
eliminates "rainbowing" while maintaining full light output. Vented to cool lamp.
Interchangeable with other one-lamp triple tube downlights if desired.
Trim: Self-flanged with matte white finish, covers ceiling opening without light leaks.
Also available with polished flanged trim or trimless.
Mounting Frame: Die-cast aluminum construction. Suitable for dry or wet plaster ceilings,
up to 1 1/8" thick. Friction springs and snap-on socket cup ensure consistently correct optical
alignment without adjustment. Access to all electrical components without tools.
PowerSpec° LFI Electronics: Full light output; HPF, thermally protected Class "P",
internally fused, with Lamp Fault Interrupter�" superior power quality; quiet, flicker-free
operation; soft, non-pulsating starting down to 5° F. Specifications on page 46.
Damp Location: All units are UL° listed for damp locations.
Emergency Battery Pack: Available, see page 44.
Chicago Plenum: Approved unit is available, see page 45.
Reflector Options
Clear Iridescence Free
,CLW �
White Flange
CLP
Polished Flange
CLT
Trirnless
Other Finishes�
SS
Soft Spec If
SD
Semi Diffuse IF
PW
Pewter
CZ
Champagne Bronze
BZ
Architectural Bronze
GD
Champagne Gold
WH
White
Ballast Options
,E120 'i �werSpec
E271 fiectronic
�C120i PowerSpec HDF
C271� I)�mming�
G120 f ��ectronic5
G277;
Triple Tube Lamping°
Osram
GE3 Sylvania Philips
�gyy F18TBX/°/4P CF18DT/E/IN/' PL-T18W/'/4P
�yy F26TBX/'/4P CF26DT/E/IN/' PL-T26W/'/4P
3pyy F32TBX/'/4P CF32�T/E/IN/* PL-T32W/'/4P
qyyy F42QBX/'/4P CF42DT/E/IN/* PL-T42W/'/4P
"Specify lamp color as desired.
Nates: � See page 48 Specify the trim where not shown W= White Flange, P= Polished Flange, T= Trimless.
ZSee page 47 for dimming details.
3GE Iamps are not compatible with triple tube PowerSpec at this time Consult factory.
44-Pin Amalgam.
SSee page 46.
8'/i � ,
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(115 mml �
How to Specify:
Reilector + Frame-In Kit Triple Tube Lam
8010 CLW + 4118V[G120�,or�G271 (1 � 18W
i or a complete downlight you nue�l n: specify both the Reflector and �
the Frame-In Kit Other opimns air, hs�E�d below left PowerSpec ballasi
not availah���
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(242 mm1 1226 mm)
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How to Specify:
Reflector + Frame-In Kit Triple Tube Lam
8020�CLW �+ 61326';E120�or�E217 f1 � 26W or 32W
f ui a i:omplete Uownl��M you need to specdy both the Re(lector and
�he Frame-In Kit Other options a�e listed below left.
7" 26/32 Wuu .,nd ��2 Wat1
T T ��
32�azW zsW
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1267 mml 1254 mm) � 14'/,"�
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� 7,/B �
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How to Specity:
Reflector + Frame-In Kit Triple Tube Lam
6050ICLW �+ 11326 E120'�or(E277 �1 � 26W or 32W
8050 CLW'' + 71426 E1201,orjE271; �1 � 42W
� � ,� ���� �i �4an�l��;iii, �,�d�,�;ec�fyhoththeReflecmrand
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(298 mm) � 15'/i �
4 mm)
. � 139
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How to Specify:
Reflector + Frame-In Kit Triple Tube Lam
6060 CLW + 8142V E120 or E277 �1 � 42W __
for a complete downlight you need to specify both the Reflecmr an,�
the frame-In Kit Other options are listed below left.
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8010CLW + 4118VG120
Reference Data
PL T Lameing ___-- (1)18W
Lamp Lumens 1200
Ballast
VG120 Input Watts 19
Amps 0.17
VG2]7 Input Watts 21
Amps 0.08
Efficiency 52%
Luminaire Lumens" 562
Efficacy at 120V"" 30 LPUV
Spacing Ratio 1.4
Cut-Off 50°
'Initial Lamp Lumens x Ballast Factor x EHiciency
" Luminalre Lumens/Input Watts
8020CLW + 6132BE120
Reference Data
PLTLamPin9 _ (1�26W (1�32W
Lamp Lumens 1800 2400
Ballast
BE120 Input Watts 28 36
Amps 0.23 0.31
BE277 Input Watts 28 35
Amps 0.11 0.13
Efficiency 68% 55%
Luminaire Lumens" 1285 1320
Efficacy at 120V"' 46 LPW 37 LPW
Spacing Ratio 1.1 1.1
Cut-Off 50° 50°
'Initial Lamp Lumens x Ballast Facror x Efficiency
Candlepower Curve
Repart No 0155FR
Candlepower Curve
Luminaire Lumens/Input Wans Repon No LTL �3023 (26W�
�I I 1
Reference Data
PL-TLamping (1132W �1�42W
Lamp Lumens 2400 3200
Ballast
BE120 Input Watts 36 43
Amps 0.31 0.36
BE217 Input Watts 35 43
Amps 0.13 0.15
Efficiency 65% 63°k
Luminaire Lumens" 1565 1938
Efficacy at 120V"` 43 LPW 46 LPJV
Spacinq Ratio 1.1 1.1
Cut-Off 50° 50°
'Initial Lamp Lumens x Ballast Factor z Etiiciency
Energy Smart`�' Application Data (18W)
Single Unit ` Multiple Units""
Height to Beam Initial Spacing Initial Watts
Lighted Oia- Foot on Foot- per
Plane meter candles Center candles Sq.Ft.
5' 6" 11' 11 5' _ 27 0.76
6' 6" 13' 8 6' 19 0.53
8' 0" 16' 5 7' 14 0 39
9' 0" 18' 4 8' 11 0.29
10' 0" 20' 3 9' 8 0.23
' Beamspread = 90° at 50% Center Beam Candlepower
"Based on 60' x 60' Room (RCR=1�; 80/50/20% Reflectances
Energy Smart Application Data (26W)
Single Unit " Multiple Units""
Height to Beam Initial Spacing Initial Watts
Lighted Dia- Foot on Foot per
Plane meter candles Center candles Sq.Ft.
5' 6" 9' 28 5' 52 1.1 Z
6' 6" 11' 21 6' 36 0.78
8' 0" 13' 14 8' 20 0.44
9' 0" 15' 11 9' 16 0.35
10' 0" 17' 9 10' 13
' Beamspread = 80° at 50% Center Beam Candlepower
"Based on 60' x 60' Room (RCR=1 �; 80/50/20% Ref lectances
0.28
Energy Smart Application Data (32W)
Single Unit " Multiple Units ""
Height to Beam Initial Spacing Initial Watts
Lighted Dia- Foot on Foot- per
Plane meter candles Center candles Sq.ft.
5' 6" 8' 37 5' 69 1.44
6' 6" 10' 27 6' 48 1.00
8' 0" 12' 18 B' 27 0.56
10' 0" 15' 11 9' 21 0.44
12' 0" 1 S' 8 10' 18 0.36
' Beamspread = 72° at 50% Center Beam Candlepower
"Based on 60' x 60' Room IRCR=1 �: 80/50/20 % flef lectances
Coefficients of Utilization
%Ceilmg 80 (20% Raor�
__ __.
%Wall 50 30 10
--- - -- ------..__ _--
1 .57 56 55
2 53 .51 50
°- 3 49 47 45
� 4 46 43 41
� 5 .43 39 37
.�
,� 6 .40 36 34
e 7 36 33 31
� 8 33 30 28
9 31 27 25
10 .28 25 22
Coefiicients of Utilization
%Cei�ing 80 120% Floor)
- ----__-
%Wall 50 30 10
1 75 73 72
2 69 67 64
°- 3 65 61 58
� 4 .60 56 53
•� _ 5 56 51 48
� 6 52 48 45
0 7 48 44 41
� 8 .44 40 37
9 41 36 33
10 37 33 30
32WCl:CUx0.8,FCz11
Coefficients of Utilization
%Ceiling 80 (20% Floor)
%Wall 50 30 10
1 72 .71 70
2 68 66 63
= 3 63 .61 58
� 4 60 56 54
� 5 56 52 50
.�
� 6 52 49 46
0 7 49 45 42
� 8 46 42 .39
9 42 .39 36
10 39 .36 33
26W CL CU x 1.1, FC x 0,8
" Luminaire Lumens/Input Wans Report No �SI12116 (32W) 42W CL CU x 1 D FC x 12
�I�I I
Reference Data '
PL T Lamping (1)42W
Lamp Lumens 3200
Ballast
VE120 Input Watts 43
Amps 0.36
VE217 Input Watts 43
Amps 0.15
Efficiency 66°k
Luminaire Lumens" 2024
Efficacy at 120V"" 48 LPW
Spacing Ratio 0.9
Cut-Off 50°
'Initial Lamp Lumens x Ballast Facror x ENiciency
" Luminaire Lumens/Input Watts
Candlepower Curve
Report No 0028FR�42W�
Energy Smart Application Data (42W)
Single Unit " Multiple Units'"
Height to Beam Initial Spacing Initial Watts
Lighted Dia- Foot on Foot- per
Plane meter candles Center candles Sq Ft
6' 6" 7' 49 6' 66 1 18
S' 0" 10' 32 8' 37 0.66
10' 0" 12' 21 9' 30 0.52
12' 0" 14' 14 10' 24 0.43
14' 0" 16' 11 12' 17 0.30
' Beamspread = 62° at 50% Center Beam Candlepower
"Based on 60' x 60' Room �flCR=1 �; 80/50/20% Reflectances
Coefficients of Utilization
%Ceihny BO 120% Floor�_
- ---
%Wall 50 30 10
_ --
1 74 J2 71__
2 69 67 65
° 3 65 63 60
� 4 62 .59 56
� 5 59 .55 53
�, 6 55 52 50
0 7 52 49 46
� B 49 46 43
9 46 .43 4Q _
10 44 40 38
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illumination. The Indirect illuminates
projects that require �:a se:ns� �of .�
mood as much as a sense of light.
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recycle materials.
Our state of the art finishing system uses
. eco friendly cleansing and preparation
chemicals that are harmless enough to
send to the drain without further pro-
cessing. Our powder coating process
eliminates the release of volatile chemi-
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The Indirect Luminaire like all AAL prod-
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Copyright 2001
Design patents pending
I�NDIRECT
Reflector Adjustment
The indirect upper reflector can be tilted 15 or 30 degrees for an asymmet-
rical light distribution. The locking clamp design insures a consistent tilt
angle on ali fixtures.
The Indirect model INDA has an adjustable lamp head to focus the light
beam onto the center of the shade, when the shade is tilted. This improves
efficiency and minimizes any stray light beyond the reflector.
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30° tilt position
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The Indirect upper reflector can be tilted 15 or 30
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units. The OculusTM lamp head also tilts to focus the
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efficiency and minimizes any stray light beyond the
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FIXTURE REFLECTOR BALLAST
1 2 3
EXAMPLES INDF RD 70MH
INDA SQ 150MH
� Choose a head style
INDA INDF
Adjustable head Straight, fixed head
28.4 in
720mm
32 in
815mm
NOTE:
Fxture siips over a 5" o.d. pde
� Choose a baliast
INC
For use with mini cand base, incandescent lamps up to
250 watts, 120 volts.
CF
Compact Fluorescent, electronic ballast 120 thru 277 volt.
18° C starting temperature. Use 4-pin 26, 32 or 42 watt lamp.
{for INDA - 26 watts only)
70M H
70 watt metal halide 120/208/240/277 volt ballast. Use a
medium base, clear ED-17 lamps. �ror�N�Fmodersonry�
70MHEB
70 watt electronic metal halide ballast 120 thru 277 volt. Use
a medium base, clear ED-17 lamp. �ror�N�Fmodeisoniy�
70M HT6
70 watt metal halide magnetic, multitap ballast 120/277 volt.
Use a G12 base, clear T-6 ceramic MH lamp.
70MHT6EB
70 watt electronic metai halide ballast 120 thru 277 volt. G12
base, use a clear T-6 ceramic metal halide lamp.
100MH
100 watt metal halide 120/208/240/277 volt ballast. Use a
medium base, dear ED-17 lamps. (ro�iNOFmodelsonry�
150MH
150 watt meTal halide 120/208/240/277 voit ballast. Use a
medium base, clear ED-17 lamps. (rorrNOFmoaelsor,ry�
150MHE8
150 watt electronic metal halide ballast 120 thru 277 volt.
Use a medium base, clear ED-17 lamp. �ro�irvoFmodeis onryl
150MHT6
150 watt metai halide magnetic multitap ballast �
120/208/240/277 volt. G12 base, use a clear T-6 ceramic
metal halide lamp.
I�-55
55 watt, Philli ps Induction Lamp system with transformer.
Specify 120, 208, 240 Of 277 VOIt. (forlNDF models only)
IL-85
85 watt, Philli ps Induction Lamp system with transformer.
SpeCify 120, 208, 240 Of 277 VOIt. (for 1NDF models only)
All bailasts are factory wired for 277 volts. Lamps not included.
Ordering information
OPTIONS COLOR
4 5
• MAL
• BLK
ARM POLE
6 7
• PR5 5R10-188
• PR5 5R14-188
� Choose a reflector shape
RD SQ
30" Round upper reflector 30" Square upper reflector
EPA: INDA or INDF
with round upper reflector: 3.65 and with square upper reflector: 4.40
� Choase a color
Standard AAL colors are provided at no extra charge.
RAL and custom matched colors are availabie upon
request.
WHT WHITE LGY LJGHTGREY
MAL MATTE ALUMINUM MDG MEDIUM GREY
ATG ANTIQUE GREEN VGR VERDE GREEN
WRZ WEATHERED BRONZE DGN DARK GREEN
GRT CORTEN BRM MEfAWC BRONZE
DBZ DARK BRONZE BLK
MTB �u.rrE auacK
BL�+CK
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Flush uplights utilizing symmetrical
or fixed asymmetrical light
distribution from a full, specular
reflector. 8701 has integral
electronic transformer. Clear, flush,
tempered glass, 3/4" thick.
Finish: Machined stainless steel.
Lamp Lumen A B C T
Symmetrical 1 35W GY 6.35 12V 650 65he 7'/a 73/e 275°
Symmetrical 1 75W MED T10/HAL 1050 9Yz 10'/e 93/,e 248°
AH Symmetrical 1 39W PAR20 MH 2300 9'/z 10'/e 93/,e 167°
Asymmetrical 1 75W MED T10/HAL 1050 9Yz 10'/e 93�18 248°
JIH Symmetrical 1 39W G12 T6 MH 3300 9'/z 10'/a 93/,s 221°
JIH Asymmetrical 1 39W G12 T6 MH 3300 9'/z 10'/e 93/,s 221°
Concentric ring louver for 8701
Concentric ring louver for 8704, 8606 - not available for 8704MH
Concentric ring louver for 8705, 8607
on: The column "T" in these charts indicates the temperature in °F
i is reached on the center of the glass surface during operation.
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8703P Symmetrical 1 9W PLC
8708P Symmetrical 1 13W PLC
8711 P Symmetrical 1 18W PLC
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Flush uplights utilizing efficient
compact fluorescent light sources.
Flush, tempered etched glass
diffuser, 3/a" thick.
Finish: Machined stainless steel.
Lumen A B C T
575 65/,s 7'/e 7'Y,e 95°
860 9'/z 10'/a 9Yz 122°
1200 13 14 915/,s 140°
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Landmark
DRB 02/07/07
Applicable Review Items for the Landmark Exterior Alteration
Lionshead Redevelopment Master Plan
Chapter 8, Architectural Design Guidelines
8.1 Vision Statement
The Lionshead neighborhood in Vail presents the opportunity to establish a dynamic and
exciting community within one of the premier resorts in the world. Lionshead's mountain
tocation, proximity to the ski slopes, and ample residential base evokes the vision of a
truly special place, full of vitality and interest. This vision can be achieved through
redevelopment of the community by addressing site and architectural issues, and through
consistent and effective transitions from existing to new buildings.
The pedestrian experience of the public spaces within Lionshead is the most critical issue
for redevelopment. Many of the existing spaces are static and uninteresting, due to a
prevailing grid organization and lack of animation and architectural coherency within the
spaces. One of the most effective ways to intensify this experience is through careful
design of the architecture which defines the public spaces. Visually dynamic variation at
the pedestrian level can help avoid a monotonous streetscape, and judicious use of
ornament, detail, artwork, and color can reflect individuality and establish a variety of
experience.
The architecture of Lionshead is envisioned as a unified composition of buildings and
public spaces based on the timeless design principles of form, scale, and order, made
responsive to their setting and environment. It is not envisioned as a strict dictation of a
specific "style" or "theme." Many existing buildings within the community are built of
monolithic concrete slabs and lack any sense of order or personality. The new image for
Lionshead should move towards the future--using historical alpine references and Vail
Village as antecedents. This design framework will allow individual property owners
freedom of expression within the personalities of their buildings while establishing and
maintaining an overall unifying character and image for the entire community. In addition,
it is paramount that the redevelopment effort address specific design considerations
generated by the location, climate, and surrounding environment, such as addressing
views, using indigenous building.materials, and reflecting the alpine heritage.
Designing in response to our regional heritage, adhering to a consistent architectural
order, and enhancing the public experience will enable Lionshead to define its own
identity--making it a distinct and special place not just within the context of Vail, but
within kindred mountain communities around the world.
8.2 Organization, Purpose and Scope
The organization of the Lionshead Architectural Design Guidelines is based upon
describing the "big picture" of the redevelopment effort first, and then studying the more
detailed aspects. Sections 8.1 and 8.2 begin with the "big picture" and offer the "vision"
for Lionshead, and provide explanatory information regarding organization, purpose, and
scope. Section 8.3 contains special provisions for new and existing structures, including
redevelopment priorities, triggers, and transition tools. This Section addresses how
flexibility in the application of the Guidelines should be applied to development
applications under consideration by the Town's Boards and Commissions. Section 8.4
contains the Guidelines themselves, but begins first with the "big picture" of planning
�
considerations which may overlap with the Lionshead Master Plan. Prospective
developers and/or designers should study this portion of Section 8.4 carefully, to see
what design criteria must be met if their project occupies a special site relative to building
roles, pedestrian streets, or transition spaces. The latter portion of Section 8.4 deals with
the architectural principles of the Design Guidelines, starting first with overall issues such
as building form and massing, then moving into more detailed issues such as
dimensional criteria for architectural components, materials, and colors. Section 8.5
provides a"quick glimpse" of the quantitative values outlined in the Guidelines.
The purpose of the Lionshead Architectural Design Guidelines (ADG) is to work in
concert with the Lionshead Master Plan to enhance the existing experience within the
community, improve the quality of life, focus direction for future growth, create visual
harmony, and improve property values for businesses and homeowners. This document
constitutes a design philosophy for the community, which when integrated with the
Lionshead Master Plan, helps to establish Lionshead as a coherent, dynamic village with
a true "sense of place." These Guidelines are intended to direct the growth of the
community through distinct levels of perception, from views of the neighborhood from the
mountain and the highway, to perceptions within its pedestrian streets, to the detail level
of artistry and ornamentation on the structures themselves.
The scope of the Design Guidelines includes all criteria related to the architectural design
of new and redevelopment projects within Lionshead, along with site and planning criteria
which relate directly to architecture. Other site and planning criteria may be found in the
Lionshead Master Plan, and should be reviewed concurrently with these Guidelines.
Structures which have been reviewed and approved by regulatory agencies for
Lionshead prior to the endorsement date of this document may present special
circumstances with respect to the criteria cited within these Guidelines, and will be
handled per Section 8.3.
8.3 New and Existing Structures
8.3.1 Special Provisions
While these Guidelines offer a roadmap for the redevelopment of Lionshead,
they are not intended to limit the efforts of developers and/or designers involved
with new and existing structures. It is understood that manv of the buildinqs
within the communitv or mav be unable to comalv with some of the criteria
existina pedestrian streets mav fall well short of the "ideal" proportions
depicted. These and similar issues will be handled on a case-bv-case
basis, with determination of compliance based upon whether the buildinq
meets the aeneral intent of these Guidelines and the tenets described
herein.
Similar to existing structures, it is also understood that from time to time the
Town may determine that it is desirable to afford flexibility in strict application of
the Guidelines to new development projects. In these instances, the reviewing
body shall rely upon the stated review criteria for deviations to the Architectural
Design Guidelines outlined in sub-section 8.3.3.A contained herein.
Proposed renovations or additions which meet the general intent of the ADG will
be offered more latitude with respect to specific non-compliant items than those
which stray from the overall vision of Lionshead as described withir�variances
will be granted from the detail of the Guidelines if the overall intent is met. In
addition, any meaningful efforts to enhance existing structures will be recognized
2
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.
as positive progress, and strict compliance with the "letter" of these Guidelines is
not meant to discourage potential improvements.
8.4.2 Architecture
8.4.2.1 Introduction
The architectural portion of these Guidelines is intended to provide a
unified, conceptual framework using historical alpine references. It is
imperative that the redevelopment effort address specific
architectural design considerations generated by the location,
climate, and surrounding environment�uch as addressing views,
.using indigenous building materials, and reflecting the alpine
heritage. However, within this framework, the architectural language
of buildings within Lionshead should strive to reinterpret its heritage
and look to the future, instead of simply mimicking the past.
8.4.2.2 Building Form and Massing
Building form and massing—as design determinants�are especially
critical to the success of Lionshead as an interesting, inviting resort.
The forms of buildings and the ways in which they are massed offer
opportunities to present a comfortable, pedestrian scale to the
Lionshead traveler, and to strengthen the continuity of the
streetscape throughout. Other vital corridors within Lionshead which
are not along primary pedestrian/retail routes�such as the Gore
Creek Corridor�an also benefit from well-designed massing which
relates to the scale of those corridors. Form and massing act to
marry a building to its site, whether the site is part of a paved plaza
or sits within natural topography, and serve to "break down" the scale
of the village fabric when viewed from the ski hill.
The overall design strategy of building form and massing shall relate
to the horizontal organization found within Lionshead (such as
shopfront heights, important floor lines, and critical eave lines), and
to the planning considerations outlined in the Lionshead Master Plan
(such as build-to lines, sun pockets, and view corridors). The intent
of this section is to guide the creation of a village which is
appropriately scaled through the use of segmented forms and
masses. The underlying fabric shall be constructed of structures
which rise out of the ground gradually, rather than being vertical
blocks set on the ground plane. At the aedestrian scale, the street
level should be dvnamic and interestina, bv varvinp forms and
masses at the bases of buildinqs. These buildinq "skirts"
should not be uniform one- or twastorv masses, but rather
fraamented forms which offer interest and diversitv.
8.42.3 Building Height
General
The following building height and massing criteria shall apply to the
Lionshead Master Plan study area, excluding all residential
properties south of Gore Creek.
Primary Retail Pedestrian Frontages
On any property edge fronting a retail pedestrian street or mall (see
site design guidelines for definition and locations), at least 50% of a
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building face shall have a maximum 16' initial eave height, at which
point that face must step back a minimum of 12'. The remaining
percentage of building face may have a maximum 36' initial eave
height, at which point the building face shall step back a minimum of
12'. Eave height is defined as the distance from finished grade to
the initial primary eave of the structure. Gable faces of buildings are
also measured to their eaves, excluding the actual wall area which
comprises the gable. The intent of this retail/nedestrian street
requirement is to nresent a dvnamic, fraqmented streetfront to
outdoor spaces, rather than uniform blocks of buildinq mass
(see Section 8.4.2.2).
Ski Yard and Open Space Frontages
This paragraph applies to the portion of any property not meeting the
criteria of the Primary Retail Pedestrian Frontages section above,
and fronting on the ski yard or the Gore Creek corridor. Due to the
unique and highly visible nature of these areas, building faces
fronting them shall be limited to maximum initial eave heights of 48',
at which point those faces shall step back a minimum of 12'.
It is critical to note that the 48' maximum initial eave height does not
allow for an unarticulated, flat building face from grade to 48'. The
horizontal and vertical maximum unbroken building face
requirements, as well as all other guidelines contained in this chapter
and the Master Plan, shall apply.
Remaining Building Frontage
Building faces that do not meet fhe special site criteria of the
sections above may have a maximum initial eave height of 60', at
which point those faces must step back a minimum of 12'. To the
extent possible, all new and redeveloped buildings in Lionshead
should avoid "turning their backs" on other buildings or important
pedestrian corridors. However, it must be acknowledged that very
few buildings have prime frontage on all sides and almost all
buildings will have different programmatic requirements and visual
characteristics on their different faces. Toward that end, a building's
greatest vertical mass and "back of house" functions should occur on
the frontage with the least volume of pedestrian traffic. In addition,
components of a building with the greatest vertical mass should be
oriented north-south to minimize the blockage of southern views and
sunlight.
It is critical to note that the 60' maximum initial eave height does not
allow for an unarticulated, flat building face from grade to 60'. The
horizontal and vertical maximum unbroken building face
requirements, all other guidelines contained in this chapter and the
Master Plan, and DRB review and approval, shall still apply.
Wall Surface Criteria
Notwithstanding the previous height and setback requirements, there
shall be no vertical wall face greater than 35' on a building without a
secondary horizontal step in the building face (the horizontal step
may be a cantilever or a setback). This requirement is intended to
prevent large, unbroken planes in the middles of building faces, to
further mitigate the visual impact of building height, and to provide for
higher quality and more interesting articulation of structures. While
many instances will necessitate a distance of at least 24" for this
�
movement, it shall be incumbent upon the developer to demonstrate
that the intent of this requirement has been met.
Absolute Maximum Heighfs
Absolute Maximum Height is defined as the vertical distance from
existing, finished or interpolated grade — whichever is more
restrictive — to the ridge of the nearest primary roof form to that
grade. With this in mind, the Average Maximum Height of any
building shall not exceed 71 ft. Notwithstanding the notion of
Average Maximum Height, the Absolute Maximum Height of any
building shall not exceed 82.5 ft. Within any building footprint, height
shall be measured vertically from the ridgeline of the primary roof
form on a proposed or existing roof to the interpolated or existing
grade directly below said point on a proposed or existing roof to the
imaginary plane created by the interpolated grades (see Figure 8-
15a-c)
Calculation of Average Maximum Height
The intent of implementing an Average Maximum Height for
buildings is to create movement and variety in the ridgelines and roof
forms in Lionshead. Toward that end, the Average Maximum Height
of a building shall be calculated based upon the linear footage of
ridgeline along primary roof forms. Any amount of primary roof form
ridgeline that exceeds 71 ft. must be offset by at least an equal
amount of primary roof form ridgeline falling below 71 ft., with the
distance below 71 ft. equivalent to or greater than the distance
exceeding 71 ft. The average calculation shall be based on the
aggregate linear footage of primary roof forms across an entire
structure, not separate individual roof forms (see Figure 8-15c)
Average Maximum Height Calculation
Average
Maximum
Height =[Primary Ridge Length (A) X Average Height of Ridge (A)] +
[Primary Ridge
Length (B) X Average Height of Ridge (B)] +[Primary
Ridge Length (C) X Average Height of Ridge (C)] +I•••l
[Primary Ridge Length (A) + Primary Ridge Length (B) +
Primary Ridge Length (C) + (......)]
Additional Requirements/Exceptions
All buildings, regardless of permitted building heights and massing
principles, shall conform to all established Public View Corridors (see
Lionshead Redevelopment Master Plan). Special "landmark" building
elements, such as chimneys, towers, or other unique architectural forms,
may exceed the Absolute Maximum Height, subject to approval by the
reviewing board. This provision is intended to provide for architectural
creativity and quality of building form, and shall not be used as a means
or circumventing the intent of the building height limitations. In addition,
regardless of final building height, buildings shall avoid monotonous,
unbroken ridge lines, and shall provide visual interest through the use
varied peak heights, roof forms, gables, and other appropriate
architectural techniques
8.4.2.4 Exterior Walls
General
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Exterior walls within Lionshead shall be designed with clear definition
of base, middle, and top. This organizing principle will weave the
separate pieces of the community into a consistent fabric. The
tripartite strategy of base, middle, and top will establish key datums,
or special horizontal layers, within the community which reinforce the
form, massing and height guidelines described earlier. To this end,
the three-part definition of buildings shall relate directly to organizing
principles such as existing datums, architectural elements such as
storefront colonnades and awnings (where applicable), and massing
strategies such as building setbacks and maximum heights. This
strategy can relate to form and massing principles through the
development of street-level setbacks defining the bases of buildings
where appropriate, and minor setbacks relating to the middles and
tops of buildings.
The bases of buildinas should be visuallv dvnamic to heiphten
the pedestrian exaerience. In addition, their interface with the
topography of the site is crucial, as they act as the transition zones
between man-made structures and natural grade. Visual dvnamics
at_street levet are most effectivelv accomalished throuah the
introduction of secondarv forms, materials. colors and
detailina.
However, the use of indiaenous materials at the nrimarv
elements (see following sections for definitions) is critical in tying
buildings to their sites. Rhythm and order should be introduced to
guide the traveler through the streetscape, and offer an enhanced
sense of movement through Lionshead. To reinforce this intent.
street-level walls shall not span more than 30 feet horizontallv
without siqnificantiv varvinp at least 2 of the followina 5
characteristics:
• Massina or Heiqht
• Material, Fenestration, or Color
When massing or height are varied, buildings with street-level walls
may vary material, fenestration, or color to meet the 30-foot span
requirement; however, if massing or height are not varied within 30
feet, material, fenestration, and color must be varied.
Existinp buildinqs mav disrepard the 30'-maximum horizontal
wall quideline if their structural bavs or other orpanizina
elements exceed 30', provided that the distance over 30' falls
within reasonable limits. An existing building with 36' structural
bays, for instance, is not required to further divide those bays;
however, an existing building with 48' structural bays may be
required to divide those bays into 24' sections, depending upon the
nature of the pedestrian street frontage.
The middles of buildings within Lionshead shall read as "quieY'
masses when compared to building bases and roofs, and should act
as a unifying background throughout the community. This should be
done through the use of simple materials, such as stucco, and more
consistent, repetitive fenestration and detailing (see Sections 8.4.2.5
and 8.4.2.9). Building middles should not be designed as less
important, banal elements, but rather as elements which present
interest and articulation through subtle detailing-- through
�
�
fenestration, shutters, trim, and the like—instead of massing. The
tops of walls shall be designed to comfortably engage their pitched
roofs, without the abrupt changes in form and massing so commonly
found in structures with primarily flat roofs. Walls should also be
used to visually reduce roof heights, through the careful design of
lowered plate heights and integrated dormers, which help to merge
wall planes with roof forms and interlock building masses with roof
masses.
The tops of buildings shall be capped with well-proportioned, pitched
roofs, acting as the uppermost unifying image within the architectural
fabric of Lionshead. Roofs viewed from pedestrian streets should
nearly disappear from view as travelers approach, due to their
pitches relative to ground-level sightlines. However, viewed from a
distance, roof forms within Lionshead should offer a consistent
roofscape to the observer within the community or on the mountain
adjacent to it. Guidelines which direct the design of the roofscape
are described in Section 8.4.2.7.
Materials (General)
As mentioned earlier, building materials should be carefully selected
to recall the heritage of our alpine antecedents, yet look forward to
the vision of Lionshead as a modern resort community. The specific
requirements and limited palette of major building materials
described herein are intended to reinforce the visual harmony
envisioned for the community and act as additional unifying thread
for the resort.
Materials used at primary building elements--defined as those which
exceed 500 square feet (SF) in wall surface area—shall recall and
relate to the indigenous materials of the area and enhance the sense
of our Colorado mountain resort heritage. They are described below
according to their most appropriate locations within the tripartite
order of individual structures. Secondary building elements, or those
which cover an area of 500 SF or less, may be comprised of varying
materials to add design flexibility, encourage individual expression,
and enhance visual interest. They are not specifically listed within
these Guidelines, but may include materials such as painted steel,
canvas and similar textiles, colored unit masonry, and the like.
Within this framework, creative use of materials is encouraged, but
"patchwork" designs of inconsistent material locations or patterns
should be avoided. All secondary building elements will be approved
at the discretion of the reviewing body.
Base Materials
Materials selected for the bases of buildinas must balance the
transqarencv required at retail shopfronts with the strona,
anchorina elements needed to tie buildinas to their sites. That
is, thev must successfullv intearate the notions of mass wall
and frame wall. In addition, thev should offer both larae- and
small-scale texture at the around plane, to add varvina levels of
interest and heiQhten the pedestrian experience. With this in
mind, buildinq bases shall be primarilv constructed of
individual aieces or unit materials such as stone veneer. When
using stone, veneers should be selected which lend authenticity to
mass walls—thin veneers or those which appear as mere surface
applique should be avoided. Battering may be used as an
7
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additional--but optional--design tool to visually strengthen the bases
of structures. As mentioned earlier, secondary elements within
building bases may incorporate accent materials, but these materials
should be carefully selected to act in concert with the rest of the
architecture. Shopfronts and other saecial street-level amenities
have the most latitude with resqect to material selection, but
can be verv successful if constructed of hand-crafted. durable
materials. These types of materials can hold up to the careful
scrutiny of the street-level observer, along with the physical abuse
common to public ways. Acceatable accent materials includ�
but are not limited to— wood, wrouqht iron, foraed or formed
metals, and etched alass.
Middle Wall Maferials
The middles of buildings shall be constructed of neutral field
materials such as true stucco, EIFS, or wood. These types of
materials help to establish the "quieY' or "background" vertical
surfaces necessary at the major wall planes which typically make up
the bulk of structures. In addition, they offer an interesting difference
between the dynamic nature of building bases and the more
repetitive, subtle patterns of building walls above street level.
Materials such as stucco should be designed as an expression of
mass, rather than infill between structural members. Where building
walls meet roofs, materials which successfully integrate the tops of
buildings to their middles, such as wood in the form of brackets,
rafter tails, and the like, are most effective.
Approved materials for use on building roofs are described in Section
8.4.2.7 of these Guidelines.
Colors
Building colors for structures within Lionshead should be chosen to
blend structures with the mountain environment, while offering visual
and psychological warmth to observers. To this end, earth tones and
other low-intensity colors derived directly from the surrounding
mountains should be used on primary building elements, defined as
those which cover more than 500 SF. Earth tones include hues such
as off-whites, beiges, tans, and light grays, introduced in shades
slightly darker than their natural counterparts. Colors inherent to the
materials used, such as natural stones and naturally-weathering
woods, generally offer the hues and textures most desirable within
Lionshead, and such materials should not be painted. However,
integrally-colored concrete, stucco, and semi-transparent wood
stains are acceptable as well. In an effort to limit the palette of colors
used on buildings and avoid the "patchwork" effect, no more than
three colors should be used on primary building elements.
Secondary building elements (500 SF or less in area) may be clad in
accent colors to add visual interest to the overall streetscape. They
should act as highlighting elements at storefronts, primary entries,
and signage, and are most appropriate at lower levels to engage
pedestrian interest. Upper levels, in an effort to act as the more
"quieY' fabric of Lionshead, should avoid brighter colors and remain
true to the earth tones listed above. When used, accent colors
should reflect the natural mountain environment of Lionshead, with
golds, oranges, reds, and shades of green, blue, and purple used
:
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most often. Colors foreign to the mountain setting should be
avoided.
Trim
Trim colors. aenerallv used on elements to exnress structure.
door and window oqeninps, siqnificant floor lines, fascias. and
the like, shall act in concert with field and accent colors. This is
most effectivelv accomalished throuqh the selection of dee� or
vibrant colors havina the same or similar hues. but usina
different shades or tints. At street level, accent colors may be
used on trim to express storefronts and reinforce the rhythm of the
streetscape.
8.4.2.5 Exterior poors and Windows
General
In the tradition of mountain antecedents, openings for exterior doors
and windows in buildings within the Lionshead community shall be
treated as recessed elements in mass walls of stone, concrete, or
stucco, rather than flush surfaces on them. Within frame walls, they
shall be expressed as infill material between structural members,
and recessed from those members. This treatment lends itself to the
image of structures comprised of significant mass or structure,
instead of curtain walls clad over lightweight frames. Given this
general approach, however, door and window sizes, shapes, types,
materials, and colors should relate to the tripartite order established
through development of base, middle, and top.
Exterior poor Sizes, Shapes, and Types
Door sizes should be appropriate to their materials, with rustic,
"heavy' doors generally used in stone or concrete to accentuate
mass, and glazed, "IighY' doors used in field materials such as stucco
and wood siding, or at window wall assemblies (see commercial front
exceptions to follow in this Section). Entrv doors located alona
detail. These doors should be oversized when possible, but in
proportion to the frontage of which they are a part. Entry doors for
large retail centers or hotels should be significantly larger than those
found in smaller, more intimate shops. Other doors for structures,
regardless of location, should be designed as part of an obvious
hierarchy, with primary entry doors the largest, secondary entry
doors somewhat smaller, and private or egress-only doors smaller
yet.
Shapes of doors should relate directly to their locations on the
building, with rectangular shapes being the most prevalent.
Speciallv-shaped doors and double doors are encouraaed at
primarv entries alonq retail frontaaes, or as custom nortals for
private residences, while the middles of buildinas should be
characterized bv more standard shapes. Special shapes should
not be overused or used in a random, ad-hoc fashion; shapes such
as arched heads or square, overhead doors should relate to the
overall building architecture.
�
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Exterior poor Materials and Colors
All exterior doors within Lionshead shall be constructed of high-
quality, durable materials such as wood, metal-clad wood, or metal;
doors at primary hotel, condominium, or retail entries may also
include large areas of glass to attract pedestrians. Glass doors
should relate to building orientation, views, or functions, with large
areas of glass generally avoided in locations other than those noted.
Maintenance-free materials such as copper, baked aluminum, and
naturally-weathering woods are encouraged—painted metals and
woods should be avoided whenever possible. Copper cladding and
wrought iron doors may be left to patina naturally, while industrial
metals such as steel and aluminum should be baked or anodized
with finish colors to match building trim.
Commercial fronts and arivate entries offer the uniaue abilitv to
introduce hand-crafted. custom-built portals for businesses and
thev are finished in factorv finish. All-qlass doors are permitted
as well, with no limits set on the amount of alass aermitted at
retail level. Etched alass is encouraaed to brinq a level of detail
to special storefronts. Doors which are part of window wall
assemblies mav also have larqe plass areas. to take full
advantaae of mountain views. All exterior door alazina shall be
non-reflective, to minimize off-site alare, aarticularlv from the
ski mountain.
Exterior poor Hardware
Variations in designs and materials for exterior door hardware at
primary entries are encouraged to bring a level of fine detail and
creative expression to buildings within the community. Approved
materials include brass, copper, wrought iron, wood, and industrial
metals such as aluminum or steel. Industrial metals should be
prefinished in colored or clear factory finish systems to reduce
maintenance problems. Door hardware in areas other than primary
entries should complement the surrounding materials and details.
Window Sizes, Shapes and Types
As with exterior doors, window sizes should be aqproariate to
their surroundinp wall materials, with narrow, relativelv tall
windows used in stone or concrete, and larqer, more expansive
windows used in field materials such as stucco and wood
sidinq, or in window wall assemblies. Fenestration within field
materials should be designed with decorative trim and sills, or heavy
structural frames, so they do not appear as "punch-outs" within those
materials. Windows located alona retail streets and other nublic
wavs offer locations in which to displav aoods to pedestrians,
and should therefore be desianed with particular care. Window
walls should be desipned in proportion to their associated
frontaaes, with windows at large retail centers or hotels significantly
larger than those found in smaller, more intimate shops. Other
fenestration, regardless of location, should be designed as part of an
obvious hierarchy, with lower-level, retail street openings the largest,
and windows above somewhat smaller.
10
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Shapes of windows should also relate directly to their locations on
the building, with rectangular shapes being the most prevalent.
Fenestration located within the middles of buildings should be
shaped and organized into fairly regular patterns, to establish rhythm
and continuity. Specially-shaped windows are encouraged at walls
along retail frontages, or as custom openings in distinct areas of
private residences. They are also appropriate at dormers and other
special roof elements. As with doors, specially-shaped windows
should relate to the overall building architecture. And as a general
rule, the variety of geometric shapes used should be limited to 3 on
any given building.
Acceptable window types include high-quality fixed, double-hung,
awning, and casement units. Sliding windows and multiple-opening
units such as jalousie are generally lesser-quality units not conducive
to the mountain environment and should be avoided. At retail levels,
bay, box and bow windows are encouraged to animate the
pedestrian street and integrate public and semi-public domains. All
windows should strive to add visual interest through careful design of
mullions, muntins, and divided lites. The intent of the Guidelines is
to recall the regional heritage through the thoughtful design of
fenestration and how it relates in scale, proportion, and materials, to
the tripartite order of structures within the community.
Window Materials and Colors
Windows within Lionshead shall be painted or stained wood. or
clad in maintenance-free metals such as copper, or aluminum
and steel with baked finishes. Co�uer claddinp mav be left to
patina naturallv, while baked enamel colors for aluminum and
steel claddina should be similar to trim colors. and in similar
complementarv hues to wall colors or stained wood colors.
Factorv finishes should be selected to withstand the intense
ultraviolet radiation found at hipher elevations, and prolonqed
fade-resistant warranties should be considered. In addition.
qlazinq shall be non-reflective. to minimize off-site alare.
aarticularlv from the ski mountain.
Decorative shutters are permitted within Lionshead only if they are
designed to operate or appear to operate. When used, they should
be constructed of wood and finished with durable stains or paints.
Their design and placement should be consistent and should not
take on a random or haphazard appearance. Design freedom is
encouraged within these parameters, and within the context of the
other architectural elements found on the building, including handrail
designs, ornamental iron, and similar detailing.
8.4.2.6 Balconies, Guardrails, and Handrails
Location and Size
Balconies should be carefully located with respect to their orientation
to the sun, involvement with public spaces, and snow and watershed
from structures above and onto structures or passers-by below.
They should be sized as outdoor rooms, with ample space for
outdoor furniture and other amenities, or merely as small, private
parapets used as "step-outs" to allow fresh air into the adjacent
room. False balconies and balconies which straddle these two roles
11
should be avoided, as they tend to lack the benefits of either and are
often left unused. Proper location and size will ensure that balconies
become animated spaces, rather than outdoor storage areas. As
animated spaces, their placement in public plazas and pedestrian
streets--straddling the semi-private and public domains�-will infuse
those spaces with the vitality needed to draw visitors to Lionshead.
Balconies which face service alleys or are located within other
socially "dead" spaces, or are susceptible to water or snowshed are
generally unsuccessful spaces and should be avoided in Lionshead.
The intent of this Section is to infuse public spaces with the energy of
occupied balconies, and encourage designers to avoid the design of
lifeless balconies which remain unoccupied and therefore detract
from public spaces.
Materials and Designs
Custom designs for balconies, guardrails, and handrails offer the
opportunity for truly creative expression within these Guidelines, and
unique design solutions are encouraged. Approved materials for
primary elements such as guardrails, handrails, posts, and support
brackets include stucco-covered walls (for guardrails only), naturally
weather-resistant woods, wrought iron and other decorative metals,
and steel. Materials such as glass, plastic, pipe rails, and metal
panels are strongly discouraged. Secondary elements such as
pickets and ornamental detailing may use other materials not listed
above but will be reviewed on a case-by-case basis. Materials which
meet the intent of the Guidelines and work in harmony with the
architectural language of the building can lead to positive solutions,
but all secondary building materials will be approved at the discretion
of the reviewing body.
Drainable balconies--or those which shed water off them via
waterproof inembranes as opposed to letting water trickle through
them—shall be designed whenever other balconies, pedestrian
streets, or other public ways are exposed to water or snowshed from
those balconies. Placement of the drain systems should be carefully
considered to avoid passers-by below. Non-drainable balconies may
be used in all other locations and should be constructed of weather-
resistant woods or ornamental metals.
Within these general parameters, balcony, guardrail, and handrail
designs should be patterned after a rational order of structure and
detail. Primary structural or decorative members should be in
proportion to the balconies they are supporting, which in turn should
relate to the overall building scale. An honest, straight-forward
expression of structure should be sought whenever possible,
avoiding design faux pas such as stucco-covered beams or grossly
undersized brackets.
8.4.2.7 Roofs
General
In keeping with the spirit of the area's mountain architecture, primary
roofs within Lionshead are to be predominantly gables and hips, with
sheds or flat roofs permitted at smaller, secondary roofs. Primary
roofs are defined as roofs which cover more than 500 SF of roof
area, while secondary roofs are those which cover 500 SF of roof
area or less. Secondary roofs which occur at logical breaks in
12
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building massing may exceed 500 SF if the general intent of
fragmented forms and visual harmony is met. Free-standing sheds
and buttertly roofs are not permitted. Mansard roofs are permitted
on buildings where pitched roofs would be impractical, if the
mansards are of similar form, pitch, material, color, and detail to
other roofs within the community (and identified within these
Guidelines). If used, these types of roofs should be considerate not
only of views from the pedestrian street, but also those from the ski
mountain. To this end, areas of flat roof within the slopes of the
mansard shall be limited to the practical minimum, and the materials
for the flat roof shall be black or in a color to blend with the sloped
roof. In addition, rooftop equipment within the flat areas shall be
painted to blend with the roof material (see "Miscellaneous
Equipment" Section to follow). The overall image for Lionshead
takes its cue from the simple, fragmented, gabled roof forms of
European alpine villages, where views of the roofscapes from the
mountains are paramount.
All new construction shall comply with the following roof criteria.
Substantial expansions and renovations shall also adhere to these
Guidelines, along with the remaining portions of the building which
are not being expanded or renovated (see exceptions above, in
Sections 8.3.1, 8.3.42, and later in this Section). Roof framing shall
be expressed wherever possible, particularly through exposed ridge
beams, outriggers, rafter tails, and fascia boards.
Dimensional Guidelines
Roofs should be constructed with 30" minimum eave and rake
overhangs, with dimensions dependent upon overall building size.
Secondary roofs may have overhangs as small as 18", but should
work with the overall scale of the roofscape. Ridge beams and
outriggers should be of visually sturdy members (6x or 8x material
for wood, and equivalent sizes for other materials), sized to support
rafters and overhangs; decorative end cuts or patterns are
encouraged. Rafter tails shall also appear sturdy (2x or 3x material
for wood) and be exposed to express structure. Eave and rake
fascias shall be wide enough to screen end profiles at metal roofs,
and to offer a consistent image with respect to structural roof
members.
Pitch
Roof pitches for primary roofs shall be from 6:12 to 12:12, inclusive.
Pitch breaks are permitted when they occur at architecturally
appropriate locations such as plate lines, changes in plane, etc. To
add variety to the Lionshead roofscape, secondary sloped roofs may
have pitches ranging from 4:12 to 12:12, and flat roofs may have
limited use as secondary forms. Existing structures with especially
large footprints may deviate from the pitch requirements if they meet
the overall intent of the roof guidelines and are responsive to views
from both the pedestrian street and the ski mountain. Steep
mansard roofs which exceed the 12:12 maximum pitch criteria are
not encouraged, but may be necessary in certain instances when
excessive building dimensions make the 12:12 pitch requirement
impractical. These buildings will be handled on a case-by-case
basis, and evaluated on intent rather than quantitative criteria.
Materials and Colors
13
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Primary roofs shall be covered with a limited palette of unit materials
to present a coherent image for Lionshead. Approved materials for
primary roofs include—but are not limited to--metal shingles,
cementitious shingles, concrete tiles, wood shakes or shingles, and
hiqh-aualitv asphalt shingles which offer acceptable colors and
depth. Metal shingles may be of copper (16 oz/SF minimum weight),
terne metal, or other materials with natural patina. Secondary roofs
may be covered with metal panels, in corrugated, rolled, or standing
seam profiles. Primary roofs shall be in neutral, earth-tone colors,
with brown or gray tones—bright colors or reflective materials are not
permitted. Roofs may incorporate blends to achieve desired
colors--on-site mock-ups are required when blends are proposed.
At retail levels, accent colors are permitted for secondary roofs to
add vitality to the streetscape. Changes in roof materials or colors
shall take place in logical locations, such as changes in pitch or
changes in plane.
Dormers •
Dormers are considered secondary roof elements, and as such are
permitted some latitude in terms of form, pitch and material.
Dormers may be gables, hips, or sheds, with pitch as identified
previously for secondary roofs. When designed as an extension of
upper-level walls, they should be constructed in the more traditional
manner, above broken eaves on both sides of the dormers, as
opposed to continuous eaves up and over the dormers. Design
freedom is encouraged, and dormers with non-compliant forms or
pitches will be considered if the overall roofscape provides the image
intended.
Snowguards, Gutters and Downspouts
Snowpuards or snowclips shall be used wherever sipnificant
amounts of snow mav accumulate over occuaied areas, such as
aedestrian streets, entries, qatios, decks, balconies, or
uncovered qarkinq areas. Pitched roofs which face north are
particularly susceptible to snow and ice accumulation, as are lower
roofs to the north of�and therefore in the shadow of�heir higher
neighbors. In these cases several rows of snowguards or many
snowclips may be necessary. Snow and ice accumulation on metal
roofs--which heat quickly during sunny winter days—is especially
dangerous to unsuspecting persons or equipment. Metal roofs which
face south or are located significantly higher than adjacent, lower
roofs shall be equipped with snowguards or snowclips to prevent
injury to people or damage to lower roofs.
Outdoor gathering areas which face south and are not completely
covered may be exposed to water drip from the roofs above them.
These locations—which may include heavily-used public spaces
such as sun pockets or pocket plazas- are ideal candidates for
gutters and downspouts. Where roofs are in constant shadow or
have northern exposures, gutters and downspouts used in
conjunction with heat tape may work well. Gutters used below
snowguards should be designed to take the load of the accumulated
snow and ice which snowguards frequently release.
Approved materials for qutters and downspouts within
Lionshead include aluminum or steel with baked finish, and
coqqer or lead-coated copper. Gutter sections mav be
14
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8.42.8
traditional or half-round. Snowquards shall be constructed of
painted plate steel vertical supports (painted black, or to match
roof or buildinp trim colorl with horizontal members made of
materials which recall the structure of the buildina, such as
timbers. lops. or tube steel. Large structures, where snowguards
are not readily visible from street level, may use the more utilitarian
expanded metal or mesh dams, welded to steel horizontal sections
and vertical supports. All exposed steel shall be painted.
Miscellaneous Equipment
All miscellaneous rooftop equipment, including roof vents, antennas
and satellite dishes, shall be painted to blend with the roofs to which
they relate. Major pieces of equipment on commercial buildings shall
be strategically located to conceal them from view, or hidden in
cupolas or other structures--exposed equipment is not permitted.
All flashings shall be copper or painted metal to match those found
on exterior walls. The intent of these provisions is to present a well-
blended roofscape throughout the community, as seen from the
public spaces as well as from the mountain.
Skylights/Solar Panels
Skylights and solar panels are permitted within Lionshead if they are
less than 3 feet higher than the surrounding roof. Both elements
must be included in maximum roof height calculations, and shall be
well-hidden from street level and the mountain.
Fireplaces and Chimneys
Fireplace Requirements
Fireplaces shall be designed to meet all applicable Codes, including
the restriction on wood-burning units within Lionshead. Exposed
flues and vents for gas-operated fireplaces or other equipment such
as furnaces should be hidden from primary views, and painted to
blend with the nearest building materials.
Chimney Sizes and Shapes
All flues 6" diameter or greater which penetrate roofs shall be
designed with chimneys. The sizes of chimneys should be in scale
with the architecture of the building--not small enough to be lost in
the massiveness of the structure, but not large enough to overwhelm
the structure. Chimneys should be designed with relatively slender
proportions when viewed from at least one profile, with height greater
than width, and in rectangular shapes. Heights of gas-burning
chimneys or boiler flues shall be designed to proportionally match
their wood-burning counterparts, to lend authenticity and consistency
to the overall roofscape.
Chimney Materials
Chimneys within Lionshead shall be covered in stone veneer (to
match building veneer) or stucco, to express the alpine heritage of
the area. Wood or metal-clad chimneys are permitted at small,
residentially-scaled buildings only.
Chimney Caps
Chimneys may terminate in decorative caps of stone, stucco, or
metal. Creative designs, such as arched openings within caps,
barrel or pitched metal roofs, and the like are encouraged to lend
15
�
interest to the building roofscape. Chimney caps should act as
elegant crowns to nicely-proportioned chimneys, and should not
seem bulky or top-heavy. When flat or pitched stone caps are used,
they shall have a minimum thickness of 4". All chimney caps shall
be designed to screen spark arrestors and other utilitarian equipment
as much as possible.
8.4.2.9 Detail
Detail should be introduced to the architecture of Lionshead to infuse
heritage, culture, and artistry to the Lionshead environment. Well-
designed ornamentation can serve to complement and perhaps
intensify the other architectural principles discussed in these
Guidelines, but should be designed to work in harmony with- and
not against the basic architecture. The design of signage,
brackets, lightposts, and the like should present a hand-crafted
quality, particularly at street level. Detail at the middles of buildings
should rely more upon pattern or carefully-designed repetition to
visually connect parts of a building together or separate buildings to
one another.
FINDING NECESSARY FOR APPROVAL:
"Pursuant to Section 12-7H-8, Compliance Burden, Vail Town Code,
the applicant has proven by a preponderance of the evidence before
the the Design Review Board that the proposed major exterior
alteration is in compliance with the purposes of the Lionshead Mixed
Use 1 zone district, that the proposal is consistent with applicable
e/ements of the Lionshead Redevelopment Master Plan and that the
proposal does not otherwise have a significanf negative effect on the
character of the neighborhood, and that the proposal substantially
complies with other applicable elements of the Vail Comprehensive
Plan. "
16
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Transparency
Pedestrian scale is created in many ways, but a
major factor is the openness, attractiveness, and
generally public character of the ground floor
facade of adjacent buildings. Transparent store
fronts are "people attractors", opaque or solid
walls are more private, imply "do not approach".
On pedestrian-oriented streets such as in the
Village, ground floor commercial facades are
proportionately more transparent than upper
floors. Upper floors are typcially more
residential, private and thus less open.
As a measure of transparency, the most
characteristic and successful ground floor
facades range from 55% to 70% of the total
length of the commercial facade. Upper floors
are often the converse 30%-45% transparent.
Exampies of transparency
(lineal feet of glass to lineal feet
of facade) on ground level:
- Covered Bridge Bldg.
- Pepi's Sports
- Gasthof Gramshammer
- The Lodge
- Golden Peak House
- Casino Building
- Gorsuch Building
58%
71%
48%
66%
62%
30%
51%
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WINDOWS
In addition to the general degree of
transparency, window details are an important
source of pedestrian scale giving elements.
The size and shape of windows are often a
response to the function of the street adjacent.
For close-up, casual pedestrian viewing
windows are typically sized to human-sized
dimensions and characteristics of human vision.
(Large glass-wall storefronts suggest
uninterrupted viewing, as from a moving car.
The sense of intimate pedestrian scale is
diminished.) Ground floor display windows are
rypically raised slightly 18 feet f and do not
extend much over 8 feet above the walkway
level. Ground floors which are noticeably above
or below grade are exceptions.
The articulation of the window itself is still
another element in giving pedestrian scale
(human-related dimensions). Glass areas are
usually subdivided to express individual window
elements - and are further subdivided by
mullions into small panes - which is responsible
for much of the old-world charm of the Village.
Similarly, windows are most often clustered' in
banks, juxtaposed with plain wall surfaces to
give a pleasing rhythm. Horizontal repetition of
single window elements, especially over long
distances, should be avoided.
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Large single pane windows occur in the Village,
and provide some contrast, as long as they are
generally consistent in form with other windows.
Long continuous glass is out of character.
Bay, bow and box windows are common window
detaiis, which further variety and massing to
facades - and are encouraged.
Reflective glass, plastic panes, and aluminum or
other metal frames are not consistent in the
Village and should be avoided. Metal-clad or
plastic clad wood frames,. having the
appearance of painted wood have been used
successfully and are acceptabie.
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