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HomeMy WebLinkAboutDRB060540r+...:�4---= `- � = _ '--� . 1 . De�i+�� �evier�r B+�a��d ������ ���� �.�;�� 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 �rra�►c�r�r webv w�tr►tAt.vai[ganv,��m 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 c f *#*##*****#**###*##****##*#�#*##****##*##*##*#*******#******#*****#*#*###*#*####**#********* 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;_ ���: ( Z—ZO -' G� � ��:__ � �o �,., Z ��v� � Ct/tt � � v� � � �� �� G � �a��c'-�- ,9�,� � � �, � . � 0 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. ��� �,.�R�� �/�1L,t�'�"`�� �4�l�z�' � �'a'*�1�=° <y!'�'��.;°,�- ��;a�`.�c.�a �i?�'Tr.� ����i' c��i-o3��n��r.�.. � ',��G �.,�..;� ���,�-t�� G�'° ��cr L° ��'� �` �� �/�- ,�,��t�t � t�� -4Lv ��ri�c1�'�. ��' ,V'� /�.�' �=� .�� 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:��� �E.�P`'�"'��,.�"�`",� ���'° �-%�:�; �.r�'��.,� � �_ ,��,d r ��=-z ;( �/�T°L1��., ��� Ga[,���Q B'u ��7�°lP�t�.� ��� �Z-,�"� .�`' �,,� �;::.�:'�. ��Js4f�""-� (o�i2"- G� Z/2,f� � �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 t � . ! 0 PROPOSED LANDSCAPING Botanical Name Common Name uanti PROPOSED TREES AND SHRUBS � � � �„ � �+����:.:1'�'"�....� ��� ���� 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 � , . �. r 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 , , � 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 . • Lsa�ked Commitment Delivery Page 5 of 7 � � i ?,. � 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 , • �Lr�ked Commitment Delivery � i i � 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 , , 1��... 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 � . , , � `�`� B {� A • • C • � � � _ _ ___ 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" �---- --- — Lamp �2283 "'/Transformer � 1 18W S8,12V 2288P Location Light � 1 9W PL 2286P Location Light � 1 13W PL � r�� , � x .�{::;.. �. ... .�." �i �' � u fia:.."�`_'r:. Lumen A B C �U,�y��AGt 264 6 23/,e 4Y4 � (A 600 9'/z 23/,s 4'/a i 2% 900 1113/,s 23/ a 4'/Q � 3� � . I • � . B " � • A • • C • �� Lamp Suriace mounted '�un����naires ������tb shielded iight source. Tempered spread lens with internal reflector and guard. 2173/2180 for mounting to vertical switch box only. 2180 is supplied with lamp and an integral transformer for 120V feed. Color: Black Lumen A B -:73 Wall � 1 50W PAR20 560 3Yz 7Y,e '� ��?73P Wall � 1 9W PLC 575 3Yz 7Y,s =� 80 Wall � 1 20W G4, 12V 350 3Yz 7'/,s � -- � %?73 Wall 1 100W A�19 1750 6Y 1113/�e C 3�/e 3'/e 3'/e 8'/z .I � ' ��,1 BEGA . x ",'r �;� �� a � ; ., -r '� �� l �� _ �t `�,_:f `�.. - � �. { � t �+ ' - - : i.'e �� � ry � f � �� P ~ y � ; +S � �� ,y ;-it �i� F � k � Y'� � �J .. � '�v�����t ����'e�� .�,.. �c�irein9: Qf� piece diepCast alUrr�iRpJn4�u�'s�11i�d Wi� c�niir,at�rak awx�rlti�g ,;; � bracket #cN tlue�t��.att�h�e�t�► 3'h' or �' ;,,.�S�o�B��wmn� �X �� °� .� � �' ' E�e: �Re pieCe �e CB���nt� �±(dt������is, ; _ �, " � , � � � $` 3/+e" thickt s�eu� ��s�ie { a } �f� ��e� F�; �tei �, 8�r�r� ` � � r �_ y3 tltt@8tled 1f}tt38 e��raf�aS�t6�l.����i �n1I'�19r ii4�j181 �� a �' t, ; w � ���xt�pt��i'�3� � � :� �; V ` ,�= - �� 4.�rrt�shoie�rs L� �lta�is $ � (�Wj,-b�•p�n �tampttt3lr��C F �. �x ' `��ce�n�.,r�,i�twr �ha ��gn ��ip�r�r��teack� t���a��ia�r�if�i a �- �' � � : �i�/�✓��ns�chrn�r i��raties�nt is�►�#imt���pt►�`ce�in ; k� `� x N - ' °aN��� � shbl ' : liecf W#i� �!�` �igt� te�BC�t�lFB � � i � '� � � f : 1 �" .a �" 4f � 1 � 1 �t � ; :4 k . ��� 1 ,x. rat�l �, ub�esq�%r��� ty��;E�23-�,'� � f > � �;�� sia�9.�L't�f ifL�ill � '� �, ra ���_ "� r �. '� <�_ a r r , ' 4 9€,, i'Q:pEi1 j�37 �ii�Y1f . ,. � - � . t � ��. � ft�r�iC, ki�!F�,�y�i�Able tr1 ¢T - , � t �a � ��ip�s �, � ti� < ^ � � -.%, ��BGd fictisht�6 �4�i'�#����t' �,� �iStitt� �Df tWO � � � �� � � � , ., � �� ' � � 1b�1fi��hR��N1$' � �1�5 ��%�'�8��f S � � � w � i ,�`� �r.'. ��. �� � � f h.... b ^W �tk� wi � ", ,. ;' «�' �`k = f � , �:: o+ . ."� � T ,� �.� � ..�tQ� ����IX13(]�tal�;Of�f u.'�r s 'a�.'�:8��%`�� �iN IN�i;i�iK1$ t ' i � .._�- .-_ .- ; t , r .. _ t�r,,,z � „r ' naC g - X:; fR .F .. . __ ;:, . �+ .� _- �g � "t i a_ .Y - . . . .. , � . , .- _: : _ . . � - . ':. , . :. r � . , . r ....� x• .... . . ' ._' . .�.. F:... ' .�:.^.�' _P.:." . '_..... '.�'.: - . ' . . ..'. .. .. .� ,i ..�..:'.:.��� ... � , � � � � _ �� .. ... _ �. . • . -� , . � . � . � ' . : -t .f' � � 4 L, .: t '-. D �i � �36 i. .✓ a ' i !` ,: ;�, -•i 9 i.�. 4 �' ,5 i x„� � , � � * ��1�11Q'iX�118ti�� 81'8 ShQYYIk � r h'd � � � $ - x < r � .E111 ��BS �� �ICJ'��� `3 a -f � a v�. � f� � ". .. ' �*�'�r, '� _ . . _ , . , f c k r w'.'� ��_� � �`' _ ' 't�.:� �.�. . .�h , ......._r 't.. 'c :�.3. . ...°.r.����+Lc4a �"� a.�.. � ' L ' �} ia i:�. " ; 'a"� 3 '�a��rs �'i3t'h`.�;' � �5 � � 3 4s'� �,` . j � ,�y ,,T- «'� 3 '� � � � '- t." t� ��,„ t � � � �, . �� x il q � �. ' � � � a3 �, "y �^sy,� ` � �`r it St �4^3 .? _y„'/A ' � _ "¢4� ,5 K. r e �` a `'� � � _ , �!� ' « . .✓ . � �" $�c'-� Y' }:,'4A .�.�.aw;':: �- . _ � ,. i�3in -� tr . , n.. � , . ».. i V 1 ^—I V i � � � 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 � , � _ �216 mm) J � 10'/i -1 I � 1267 mm) � 4'/i 1 (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��� ■r zsW s'/�" e'/a (242 mm1 1226 mm) � � � 6� �i 1157 mm� � �-12'/,' � �32a mmi 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 �o �i; �o• 1267 mml 1254 mm) � 14'/,"� � _ 1 (362 mm) � 7,/B � 1187 mm) 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 uit, f iame In Kil Olher npluniti a�e h�,ICtl below lefl ' T ,� � �t'/; (298 mm) � 15'/i � 4 mm) . � 139 � a �y�e � 1226 mm� 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. , , 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 i n V� _ -1 � i � � � � : fi� .�...��� �,�,�� �� t > ^ , .,--� � -� j ,, t� � t ,... . , ....��.. x....., r:s..--s.r . . ... . + , .. ,.. ,....�: ..S The IndirectTM Luminaire is designed to light '�� pedestrian areas with soft, Jow brightness illumination. The Indirect illuminates projects that require �:a se:ns� �of .� mood as much as a sense of light. a�. . . . :,t . , �, nr. .t . ��r � � �� ;� �f.'i'..k�e-e .'8 ��.� ,�e`:r.� �'��. .�5�� 'v�.� .� .:.KY+ t '^ �'�..���� �S+i}�.. �.. .. , . . . � .. r r �� ;�; Sustainability � Our products are developed with recy- cling and resource management in mind. � We recycle all incoming packaging mate- rials. Our products are shipped in easy to 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- cals into the atmosphere. The Indirect Luminaire like all AAL prod- ucts are produced with renewable mate- : _ CHITEC�'��RAI:� ' ��� � � ' `�'�o AIA G�ntmwng;;,Educati�c�n ,� �4'` z� ; $ �,� �` �"` E A - �,_ - ' Prin�edan recycled�paper GHTIN;G k �' ' 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. ,s!��•,,�!„P ,a�s �.,,., ,�+a.,,;. +M� • ++c„w�,r n ,,..:. :.,x.ar....�..e.M.,-r..,�¢.4,.�,�.�. ,. . ... .. .Q t �i i r r' - e � , '` , s � �., ;� ' � � .� ' �.: ,,. � � � � -- „�->.� .;�'' �t,�.._ _ _ y_.. ,. „� � ' � ... kJ., .. _ �` t " �} }i1 �, 5 , i iM s ". t t .t {� �' .l r ;=� X�-: { `f ��`4 �S{ � , � ';�� Y f � � � t + 6Yt A� �f `�r� — - �i..+� S . . i 4 � k f, fi - y 1 .__ . . .. �r . .. _ . �_:� _ �_. . _ . � � �.I , ------- . ----- , -� , ' �".. . `' ; " ` �� . .... ..... .....', j., Horizontal position type 5 symmetric light pattem � -.._ ..___'.._____ __ � _ _— � •—i � / / . _' I' _ — /„ '` •� / � . ........ ____-'" \ " ........ ........:'. � / I___" ___ " 15° tilt position asymmetric light pattern 30° tilt position asymmetric light pattern $ A R C H I T E C T U R A L A R E A L I G H T I N G i� � � . � F-=' Reflector Adjustment The Indirect upper reflector can be tilted 15 or 30 Udegrees for an asymmetrical light distribution. The lock- ing clamp design insures consistent tilt angles on all units. The OculusTM lamp head also tilts to focus the � light beam on the center of the shade. This improves efficiency and minimizes any stray light beyond the reflector. � � � H Horizontal position type 5 symmetric light pattern I I � � -- 15° tilt position asymmetric light pattern - _ I � I \ � I i I 30° tilt position asymmetric light pattern 6 A r c h i t e c t u r a I A r e a L i g h t i n g � � I `� � + . ��IN�D.IRECT` , , . 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 12 A R C H I T E C T U R A L A R E A L I G H T I N G w � . „ '� , , , � ' I'--A---- . C' �� � . � . I;I � B • A ' �----�----- C . �� C •�• lil � B • 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. • A • . �O � OC ' � +�+ III � , g . � ° 'tl"_ �. ' � BEGA � Lamp 8703P Symmetrical 1 9W PLC 8708P Symmetrical 1 13W PLC 8711 P Symmetrical 1 18W PLC , �`� i M��` `�' 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° _ I _ � I - � �� � � -_ ._ -I----' � -- --�---- - - . 149 � � � �� � ��'���� - . _ � �� '�r � �����5� � � � � � ;�` a -� �{ � ���. ,e F�a �, � _ u' xa - � °� °�'� �. < - td�: . Y.`- � ,r,' a, ':;�.. �: . _ . ., . - _ . ... . .. .� �. . . �r�ve over b��ed �wminaires �iih t�alogen, . �mpac� ���o�'escent or /@��jl1i(� a/� de jT � � �._ �. �; � ;� i�'.%sit3,'•...+.�w.- V �� ���:+ �"°,��a k. "a -. �`� +`W .b . ��Y�,.. �,�3-�'Y.��a �:�s..s��i.,.d; .., ..,.-w'i�,.-k z ��,:,�".'.�3�+. .......��'.r� _..-.., ..-s�s, , G:."t.n`�� . �.sh �„.,�t'�'�L�? . � 3 � 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 � . 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 � 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 5 � 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 � 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 : � 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. � � 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 � 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 � 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 � � 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 � 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 i V�� l U� lfa,,�, W�k�S�c� P l� C�X cw� ) 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% , s!�"*.�M — � ��AM�-M' �� ;�; ; 1 ' �;4 � z.� ,� f .,- �•.{ , i'` , j�t'f'. /,/'��/'` ���+,� e '� ,�` ��1�',•:: E�'r l� 1 '��� .�,+;'� k!1 �J N � �rN�t �PiArr"s trrt�r�+�u�si+� � �i3 ��rt,�� pwcw•�js �# �,�t �wk�= +a � �`"� �_.! � � G �, � rw�"�'r"••�+�""� t ��,_...�-�'� �Cl�t Y�" ��,liwid . � 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. , ( l� ��AI � � �t M!r i �� �� I��r';�" f., �.:-, -{ 1 lt " ... . . . �.r� F;E: y �� �. 9 �t� F� { � ,r: � '�},. ,rC-,.-�',`,{ � '�+ �rrs�. ��,�.,�. �� �"'' �. r•- _. � w•""�+.. � � 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. 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