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Home My WebLink AboutDRB070137 , �` � � � y ,., . �- -- s [��ri �evi��nr 8c��rd �►��'�Q�I ��M � # Dep�artment c�f Community Develc�prnent r��1�� 75 Snuth Frnntage Road,itail, CoEorado S�b57 teE: 9?U.4�9.Zi39 fax: 97�.:�79.2�452 ca�a�c�vEUOr�rr v�reb: w�uvw.vailg€►v com Project Name: . IANDMARK RESIDENTIAL DRB Number: DRB070137 Project Description: r FINAL APPROVAL FOR AN ADDITION OF GRFA IN THE RESIDENTIAL AREA OF THE LANDMARK CONDOS Participants: OWNER MARY SULLIVAN JOSEPHS TRUST 04/04/2007 MICHELE H. . 1308 E CAMPBELL ST ARLINGTON HEIGHTS IL 60004 APPLICANT FRIIZLEN PIERCE ARCHITECTS 04/04/2007 Phone: 970-476-6342 1650 EAST VAIL VALLEY DR, #C-1 VAIL CO 81657 License: C000001402 ARCHITECT FRITZLEN PIERCE ARCHITECTS 04/04/2007 Phone: 970-476-6342 1650 EAST VAIL VALLEY DR, #C-1 VAIL CO 81657 License: C000001402 Project Address: 612 W LIONSHEAD CR VAIL Location: LANDMARK CONDOS Legal Description: Lot: 1 Block: 1 Subdivision: LANDMARK VAIL Parcel Number: 2101-063-0700-1 � Comments: BOARD/STAFF ACTION Motion By: DUNNING Action: APPROVED Second By: DANTAS Vote: 4-0 Date of Approval: 04/04/2007 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of . Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. � r � j:. ` ` � Cond: 202 � Approval of this project shali lapse and become void one (1)year following the date � w, of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. �E; Cond: 113 ` All development applications submitted to the Town after the effective date of y ` Ordinance 26, Series 2006 shall be subject to the pending employee housing �' ; regulations in whatever form they are finally adopted; provided, however, that if f, ; the Town fails to adopt the pending employee housing regulations by April 15, 2007, this Ordinance shail not apply to such development appiications. �: � Planner: Biil Gibson DRB Fee Paid: $300.00 e f � S � �� d 'y' F p `' E � � � � � 1r - £ � � � � i' 3 9 b � 5 � t' � � 9 � j S i e g x S ? � � � 3g F` I S }; .phf � # �. � � 3 � 3 S � � i � �: � f � i` s � t 9 s �, � i � �. F ? F* ' � � � � � 3 �, i � � s � � k` � ¢, $ � e z � / 1 t � � L�esign Revi�:w �c��r+d AC7I�N FOI�M � � D�partmen� of C�rnmunity D�v�lc�pment ��{�� ]"��'�� '� 75 South Frcantag€� Road, Vaif, Cralorado 81657 �', �f i� tet: 47�.�7�.z33� fax: 970.�7�.z�52 ��R�.��o-ar�r�`��:��co-ar S�J��3. '711tYW.Y�E��'��OY.Ca�3't Project Name: LANDMARK CONDOS CONCEPTUAL DRB Number: DR6060487 . Project Description: CONCEPTUAL REVIEW FOR THE LANDMARK CONDOS RENOVATION AND ADDITION TO EXISfING BUILDING, VARIANCES FOR LANDSCAPING, SITE COVERAGE AND SETBACK ENCROACHMENT. Participants: OWNER MARY SULLIVAN JOSEPHS TRUST 10/16/2006 MICHELE H. 1308 E CAMPBELL ST ARLINGTON HEIGHTS IL 60004 APPLICANT FRIIZLEN PIERCE ARCHITECTS 10/16/2006 Phone: 970-476-6342 1650 EAST VAIL VALLEY DR, #C-1 VAIL CO 81657 License: C000001402 ARCHITECT FRITZLEN PIERCE ARCHITECTS 10/16/2006 Phone: 970-476-6342 1650 EAST VAIL VALLEY DR, #C-1 VAI L CO 81657 License: C000001402 Project Address: 612 W LIONSHEAD CR VAIL Location: LANDMARK CONDOS Legal Description: Lot: 1 Block: 1 Subdivision: LANDMARK VAIL Parcel Number: 2101-063-0700-1 Comments: BOARD/STAFF ACTION Action: CONCEPT Conditions: Cond: 200 A conceptual review is NOT a Design Review Board approval. Planner: Bill Gibson : ,.. � � • � f • `, **********�********************************************************************************* TOWN OF VAIL, COLORADO Statement ******�********************�x**************************************************************** Statement Number: R070000405 Amount: $300.00 04/04/200704:47 PM Payment Method: Check Init: JS Notation: 14361/FRITZLEN PIERCE ----------------------------------------------------------------------------- Permit No: DRB070137 Type: DRB - Addition of GRFA Parcel No: 2101-063-0700-1 Site Address: 612 W LIONSHEAD CR VAIL Location: LANDMARK CONDOS 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 ----------------------------------------------------------------------------- . - � � r � ��t � � � � • `� � Conceptual Review , Application for Design Review .. , - ��„1��TT� . Department of Community Development '� yi 75 South Frontage Road,Vail, Colorado 81657 te1: 970.479.2128 fax: 970.479.2452 web: www.vailgov.com General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request: e �f Ca� s��.1� C� TZ � �� / J f��T �� i'\,�� ,....i J�b Location of the Proposal: Lot: � Block: � Subdivision:��Ld ' �� i � Physical Address: lo a��'�'i �o��--f� �-.+� Parcel No.: 7��1/�G.,�G��l (Contact Eagle Co. Assessor at 970-328-8640 for parcel o. Zoning: � '� � � Name(s) of Owner(s): � �, �"�r�?Ff-�°�c �°'� '�5�:.<�. ✓ ,>?�d�.� Mailing Address: G G� �-�t--`-.G�=� ��?l�tr�"'. � r'? .�c.f �. De�_��` '.t`,�:a'' C( � � �', �_ ��J �P .�:�- Phone• -�� "`-�� Owner(s) Signature(s): ,' � \ �. ta� � � ,.r Name of Applicant: ,.. ..:.� � _.:. � `-. �t:�-r` f f"�' -- __-<�, �/c..c_/ ,� = :�.'_'�;= Mailing Address: �� 1/.�`�-- ��'t-..�--=� �� t� �� ''��=-��=� � Phone: �"• �-� ��' � - — E-mail Address: ��'yur�arc�%��r��';.,c�,-'z�� Fax: ��, �"'`�''�f view and Fee: � Type of Re � ❑ Signs $50 Plus$1.00 per square foot of total sign area. ��Conceptual Review No Fee ❑ New Construction $650 For construction of a new building or demo/rebuild. �Addition $300 For an addition where square footage is added to any residential or � commercial building (includes 250 additions&interior conversions). ❑ Minor Alteration $250 For minor changes to buildings and site improvements, such as, (multi-family/commercial) re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. ❑ Minor Alteration $20 For minor changes to buildings and site improvements, such as, (single-family/duplex) re-roofing, painting, window additions, landscaping, fences and retaining walls,etc. ❑ Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the Design Review Board. ` ❑ Separation Request No Fee �� 3 � 1 For O�ce Use Only: _,_,_ �_ --`� � �e.�,� Fee Paid: / Check No.: By: ` Meeting Date: L � '" � � � � DRB No.: > Planner: Project No.: rW v � 10� / T . ` ; - � , . , � , ]OINT PROPERTY OWNER :_ j� WRITTEN APPROVAL LETTER T��ri�F 4'A�i, . I, (print name) < �-c �� , a joint owner of property located at(address/legal description) �_ "=� ''� ;� �.�; - ,= �� , _ � � V�c� � . �'��^ -� k� ,� : -�,� , provide this letter as written approval of the plans dated which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address noted above. I understand that the proposed improvements include: I further understand that minor modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations. � � a.- �' ra. i c� , \ 4= � � �'c, (Si tur � (Date) F:\cdev\FORMS\Permits\Planning\DRB\drb_conceptual_11-23-2005.doc Page 3 of 4 11/23/2005 . [ � , _ ��,d � � , ,, , �Q�`° ��''` a� LANDMARK REDEVELOPMENT �'`6� � �� Design Review Board 4/4/07 1.� : � J�`` Motion to approve deviations from the Lionhead Redevelopment Mast Plan Architectural Design Guidelines: Should the Design Review Board choose to approve the deviations from the Lionshead Redevelopment Master Plan Architectural Design Guidelines, Staff recommends the Board make the following findings part of the motion: 1. "The request for design deviations are in compliance with the purposes of the zone district;and 2. The proposal which includes the design deviations is consistent with applicable elements of the Lionshead Redevelopment Master Plan;and 3. The proposal which includes the design deviations does not have a significant negative effect on the character of the neighborhood;and 4. The proposal substantially complies with other applicable elements of the Vail comprehensive plan;and 5. The design deviation meets or exceeds the intent of the specific design standards as prescribed in Section 8.4;and, 6.A public benefit is achieved as a result of the design deviation;and, 7. The design deviation furthers the goals, objectives and purposes as stated in Sections 2.3, 2.5 and 8.2 of the Lionshead Redevelopment Master Plan." Motion to approve the proposed major exterior alteration: Should the Design Review Board choose to approve this major exterior alteration request with conditions, Staff recommends the Board make the fotlowing findings part of the motion: "Pursuant to Section 12-7H-8, Compliance Burden, Vail Town Code, the applicant has proven by a preponderance of the evidence before the Design Review Board that the proposed major exterior a/teration 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 Redeve/opment Master P/an and that the proposal does not otherwise have a significant negative effect on the character of the neighborhood, and that the proposal substantially complies with other applicable elements of the Vail Comprehensive Plan" , � � -, �Landmark Condominium Association 610 W.Lionshead Circle•Vail, Colorado 81657• Phone 970.476.1350 March 29, 2007 Town of Vail Planning Department 75 S. Frontage Rd. Vail, CO 81b57 Dear Mr. Gibson, The Landmark is changing the proposed color of the shutters on the north side of the existing Tower building from Winding Vines to Chopped Dill as requested by the DRB at last week's work session. Please let me know if you require anything more. Sincerely Geo y � t, mgr. ��• ?• � =� as chopped dill 496 �!C'�l��n��'�t 2� � � � . � ��` B L�1 Recessed luminaires with die cast , L�� aluminum louvers and etched ' A ' � � � tempered diffusers.Suitable for � � � K � � wet locations. I � � �__:____:__ � Color: Black. ' 2283 has integral electronic . ,.,�_' ; transformer and includes j � �"� '"�`f��`�""�" 1142 lamp. i 2283 Opening:527/a2°x 2'/,s"x 4" 2288P Opening:973/sz"x 2'/,e"x 4" 2�86P Opening: 11t3/az"x 2'/,e"x 4" Lamp Lumen A B C � � 2283 �''��Transformer � 1 18W S8,12V 264 6 23/,e 4'/a �'�* 2288P Location Light � 1 9W PL 600 9'/z 23/,s 4'/n " 2286P Location Light � 1 13W PL 900 ��13/,s 23/,e 4'/4 0 BEGQ► . �. • , Surface mounted lun-�inaires��d�th I = � ` shielded light source. Tempered B spread lens with intemal reflector � � and guard. 2173/2180 for mounting to vertical e`' ' ' switch box only. ` � A ' ' � ' 2180 is supplied with lamp and an ', �s' ,, -� integral transformer tor 120V feed. `' Color:Black ��> ;,;� � =�: ' � , � _ :. �.�,� ��"��5' La��p Lumen A B C ___ — -- --- ci73 Wall � 1 50W PAR20 560 3Yz 7'/,e 3'/e � 2i73P Wall '�'' 1 9W PLC 575 3Yz 7Y,s 3'/e =f 80 Wall � 1 20W G4,12V 350 3'/z 7Y,s 3'/a <�73 Wall 1 100W A�19 1750 6'/ 1113/,e 8'/z ' __ __. . c > • � � � � � a� � � 1216 mml �10'/;— —L (267 mm� �' 4��i"� 1115 mm) � �l� How to Specify: 0 0`=/o Reilector + Frame-In Kit Triple Tube Lan 8010�CLW + 4118V 120 or G277 (1�16W � I oi n cninplFte dnwnhght you necd to specify bolh the fleflector and the hame In Kit Oiher opiions are listed below left.PowerSpec balla� noi available 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 I than generally available with compact fluorescent downlights. Reflector:Specular Alzak� is precisely contoured for matching physical and optical T � cut-off and a smooth,soft-edged field without hot spots.Iridescence Free'"finish 2"' zfi"' s�i; e�i: eliminates°rainbowing"while maintaining full light output.Vented to cool lamp. iznzmml �zzsmml ��Z,�.� Interchangeable with other one-lamp triple tube downlights if desired. � __ L (324 mml Trim:Self-flangetl with matte white finish,covers ceiling opening without light leaks. � s � �t 52 mm� I Also available with polished flanged trim or trimless. Mounting Frame:Die-cast aluminum construction.Suitable for dry or wet plaster ceilings, How to Specify: up to 1 1/8"thick.Friction springs and snap-on socket cup ensure consistently correct optical peflector + Frame-In Kit Triple Tube lan alignment without adjustment.Access to all electrical components without tools. gpp0 CLW + 61326 E120 or E277 11)26W or 32W PowerSpec°LFI Electronics:Full light output;HPF,thermally protected Class"P", --- _ intemall fused,with Lam Fault Interru ter su erior ower ualit ; uiet,flicker-free For a complete downhght you need to specify hnth the Reflector and � P P P P Q Y q the Frame-In Kit Olher oplions are listed 6elow left. I 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. 3z�W s �� io��' io� (267 mml (254 mm) �14'/;� Reflector Options Ballast Options Triple Tube Lamping^ � _ _ 1 �362 mml Clear Iridescence Free Osram ��'� GE3 Sylvania Phili s Ite�mm� CLW �E120��'�WerSpec _ P White Flanye (lectronic How to S eCl IE2��I �gyy F18TBX/'/4P CF18DT/E/IN/` PL-T18W/'/4P P �• ��P — Retlector + Frame-In Kit Triple Tube Lart Polished f lanqe pgyy F26TBX/`/4P CF26DT/E/IN/` PL-T26W/'/4P CLT ',C1201 PowerSpec HDF _ 8050 CLW�+ 7132B E120 or E277 �1�26W or 32W I)imming7 �I �I � Trimless ,C2771 32W F32TBX/'/4P CF32DUE/IN/i PL-T32W/'/4P 8050 CLW + 71426 E120 or E271 �1�42W _ OfhBf fI01SheS� F42QBX/'/4P CF42DT/E/IN/* PL-T42W/`/4P I w;i i,nrnpltqc downhqlit yuu ncud u,speci�y bo�h�he flelleCtor and � 42W Il�e I uuno In Y,il Olher upl�uns are hsled below lef� $$ ,G120�f leclfonic'� — Soft SpeC IF ��Z�� `Specify lamp color as desired. SD Semi Diffuse IF PW T � Pewter ;I I t1'/�' CZ T 1298 mml Champagne Bronze � �39a mml( � 62 — �� Architectural Bronze e��" �(226 mm)� i GD How to S eci —I Champagne Gold P �' v WH Retlector + Frame-In Kit Triple Tube Lam � White 8060 CLW + 8142V E120 or E271 11�42W _ �m Por a complele downligM you need to specify hoth the fleflecwr and Notes:�See page 48 Specify the trim where not shown:W=White Flange,P=Polished Flange,T=Trimless. the Frame-In Kit Other options are listed 6elow lefl Z See page 47 for dimming details. 3GE lamps are not compatihle with triple tube PowerSpec at this time.Consult factory. � 44-Pin Amalgam. 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'h',-a .�BEGA _ . ,. � I\I ��- I R��-� T ' Ordering information � FIXTURE REFLECTOR BALLAST OPTIONS COLOR ARM POLE 1 2 3 4 5 6 7 EXAMPLES INDF RD 70MH • MAL • PR5 5R10-188 INDA SQ 150MH • BLK • PR5 5R74-188 � Choose a head style � Choose a reflector shape INQA INDF RD SQ Adjustable head Straight, fixed head 30" Round upper reflector 30" Square upper reflector 28.4 in 32 in 720mm 815mm � NOTE: Fxture slips over a 5"o.d.pde EPA:INDA oY INDF with round upper reflector:3.65 and with square upper reflector:4.40 � ChoosE a ballast Q Choase a calor INC Standard AAL colors are provided at no e�ra charge. For use with mini cand base, incandescent lamps up to RAL and custom matched colors are available upon 250 watts, 120 volts. request. CF Compact Fluorescent, electronic ballast 120 thru 277 volt. `"'¢"` 'a��=iYk,��f� '��`' 18° C starting temperature. Use 4-pin 26, 32 or 42 watt lamp. � (for INDA-26 watts only) 70MH WHT WHITE LCaY LJGHTGREY 70 watt metal halide 120/208/240/277 volt ballast. Use a . medium base, Cleaf ED-17 18mpS. (forlNDFmodelsoniy) 70MHEB 70 watt electronic metal halide ballast 120 thru 277 volt. Use M,4L MATTE ALUMINUM MDG MEDIUM GREY a medium base, clear ED-17 lamp. �ro��NOFmoaeison�y� 70MHT6 � 70 watt metal halide magnetic, multitap ballast 120/277 volt. Use a G12 base, clear T-6 ceramic MH lamp. ATG ANTIQUE GREEN VGR vER�E GREFN 70M HT6E6 70 watt electronic metal halide ballast 120 thru 277 voit. G12� 'i I `' base, use a clear T-6 ceramic metal halide lamp. I ''I ; � 100MH �... � ,.. ' ,u.� .�� .s 100 watt metal halide 120/208/240/277 volt ballast. Use a WRZ wE..THERFO BAONZE medium base, clear ED-17 lamps. (ror w�F modeis oniy� 15QMH 150 watt metal halide 120/208/240/277 volt ballast. Use a medium base, clear ED-17 lamps. �ro��NOFmodeisoniy� ��T �oRTEti BRM �s�a�uc gRO��zE 150MHEB 150 watt electronic metal halide ballast 120 thru 277 volt. -.- Use a medium base, clear ED-17 lamp. �tor�nrDF modets o�ry� 150MHT6 r n? BLK s�i;cK 150 watt metal halide magnetic multitap ballast T� � �20/208/240/277 volt. GT2 base, use a clear T-6 ceram c , r metal halide lamp. �� ` ''� .�"�� I L-55 `.��,:,` ' �^...` 55 watt, Phillips Induction Lamp system with transformer.�WV P��i i� _ ___. SpeCify 120, 208, 240 Of 277 VOIt. (tor INDF models only) IL-85 85 watt, Philli ps Induction Lamp system with transformer. SpeCify 120, 208, 240 OI'277 VOIt. (forlNDFmodels only) Ali ballasts are factory wired for 277 volts. Lamps not included. 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 � ' � ' . � Reflector Ad j ustment � 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. � Horizontal position type 5 symmetric light pattern >� �, � �� , �.,� H—� � � � �"_ � �d ��t�� ":�� '' ''� ' p �Y��F �f� .eA' ,S '4f 3 � .. � . . + +�, "d c `R'' -� (-3 f> :� �y"'�°}� ` Y. �. � ' x �'.s.-' .� T i ; �q tb1X � '`� � � �^,+„ tiP ,.«� ��p�� I � `F x,�`�+ __ �.�.._ '�1 "�.',�� .L 'w,. �� .. s,. w�� -'.� S.-^g��..'*^�'�"" � ', _ . . ';°'� `'��Y °�'A'� � �' � I C f�+� � � �� i t f IIf I �,i I�, a . . . 15 t ilt osrtion , p � � + �I � +I r _.- asymmetric light pattern � �i � � � � � � � E--� � � I - -^� . � i � � � � � , I � ', � I I . 1 , �- ' 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 _� �,=p �� E � -�- , 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 tiit angle on all 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 I t efficiency and minimizes any stray light beyand the reflector. --=1- :--- --- - , � , ; _ \ �' ' } -- -- ; . , � , , '� , . '� � _ i r , �� ,` �� -- -- " � ��l :�) i 1 5�F . . . ` ° � � � ��.: Horizontal position r.��t '� ,: , ' ��, '_�'i" type 5 symmetric light pattern ; ,, ;; ,;� , � , ��'� �, � , _..�: wu_� ._,. y � } z - r " , . -------- ----- ----_. __, , �� — - - - i - , , x_, �- .�. t� '- i . �' � .:�� .:r' > ; i '; r � , 3 �' v {C� t C� 1�� $yl r4f. .�11 F�� F Y 1� ` i . _ _// j� �,`\� � �` �r x�'�� r � Ji } ` " �� % � .' � . � r r � : . ,� { rr ��r. n � 5 1( � i 1- � F k�+ x'. �� 3t ' y t<� v ; ,� �1F }r� rr I �;r � r� L % �.� k ! }4' N „ d - ih� 'e � j. � � � ;{ �dt � 1 �� ;�, �� t?�r -, �'r , . . , j. 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' lie� �Cn `i`rect i' uminafes 4 , � ,.. � ..: .. . � � ' �� projecfs g�hat •,reaquire�;':�� °sensek�.�,�.f j 4y�� z � '� mood as much as a sense of light. ; �y �, ; h�t�. ..�"Gad x�� .�.�'s�,��,.'�, rk y's a bti� +.':. �,..':�� ` ; - �g,tR.$,r,� �c� � � , , � �„ � �t r � 4 ,.� � � ��.�k� ��'�.r� t rkkg�� . �`i�'- �k rc•� 1� „�t''° `'yst � � " ! r, . . i � !,� s �s s's'�� ". i "a 3��''k � a �� Yt i�,1 : e; aVU`sr`� �"" '�5' �£�yP'��..'. x � *K ,s�`+r' 4 . � �=�`�" e,,, �, � f�+ � .., �� { ��i�i,,, x,��"�r�� r�� ,{ :. tk r�, , �.-' 1 '��..- .'P ' 'f.� ��f .;� ';��. . " . j�. . �� ;��. �_ !` ..,f ' . �: ,ri - . . �b., , . .. , � �.,,jtq r k ... , ,. ,. , . , .,.;,. � . ., .... , . � � - ¢ . f 3��,�` r e , r d� �'�` � � "& r� ��`�,'%C " " k�i x�,� � r ,� "� y , �",�*;n;� ��@e- a` �ry�.�� ` �,�.��f x� �, � �� u�� D S�.`t,�'y,�.�"��r�, h.�..� ,. 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3 49 47 .45 VG211 Input Watts 21 - ------ � 4 46 43 41 Amps 0.08 6'6" 13' 8 6' _ 19 Q53 ,�' 5 43 39 37 Efficiency 52% 300 45° 8'0" 16' 5 7' 14 0.39 � 6 40 36 34 Luminaire Lumens" __ 562 9'0" 18' 4 8' 11 0.29 0 1 36 33 31 Efficacy at 120V'" 30 LPW � 8 33 30 28 ---- 10'0" 20' 3 9' 8 0.23 Spacing Ratio 1.4 35° ---- - -- 9 31 27 25 Cut-Off 500 45i ' Beamspread=9�°at 50 h Center Beam Candlepower 10 28 25 22 'Initial Lamp Lumens z 8alfast Factor x Effidency 0° 5° 15° 25° '"Based on 60'x 60'Roam�RCR=71;80/50/20%Reflectances "luminaira Lumens/Input Watls Report No.0155FR �I I I Reference Data Candlepower Curve Energy Smart Application Data(26W) Coefficients oi Utilization PL T Lam�ng _�1�26W (1�32W a5° Single Unit" Multiple Units"" °/aCeiling 80 120%Floor� Lamp Lumens 1800 _ 2400 75o Height to Beam Initial Spacing Initial Watts %Wall 50 30 10 -- - - - Ballast Lighted Dia- Foot- on Foot per 1 75 73 72 BE120 Input Watts 28 36 300 65� Plane meter candles Center candles Sq.Ft. 0 2 69 67 64 Amps 0.23 0.31 •� 3 65 61 58 ----- 55° 5'6" 9' 28 5' 52_ 1.12 � 4 BE277 Input Watts 28 35 - 60 56 53 Amps 0.11 0.13 6'6" 11' 21 6' 36 0.J8 ,�' 5 56 51 48 Efficiency 68% 55°/a soo 45° 8'0" 13' 14 8' 20 0.44 � 6 52 48 45 ----------- Luminaire Lumens" 1285 1320 9'0" 15' 11 9' 16 0.35 0 � 48 44 41 Efficacy at 120V'" 46 LPW 37 LPW - � 8 44 40 .37 Spacing Ratio 1.1 1,1 35� 10'0" 17' 9 10' __ 13 0.28 g 41 36 33 Cut-Off __ 50° 50° 90i ^ Beamspread=8o°at50%CenterBeamCandlepower 10 _.37 33 30 'Initial Lamp Lumens x Ballast Factor x EHiciency 0° 5° 15° y5� ""Based on 60'x 60'Room(RCR=1);80/50/20%Reilectances 32W Cl CU x O B,FC z 1 1 "Luminaire lumens/Input Wans fleport No LT103023(26W� �I 1 I Reference Data Candlepower Curve Energy Smart Application Data(32W) Coefficients of Utilization PL-T Lamping �1)32W (1�42W s5° Single Unit' Multiple Units«" %Ceiling 80 (20°�Floor� Lamp Lumens 2400 3200 75o Height to Beam Initial Spacing Initial Watts %Wall 50 30 10 Ballast Lighted Dia- Foot- on Foot- per 1 72 71 70 BE120 Input Watts 36 43 aoo 65� Plane meter candles Center candles Sq.ft. 2 68 66 63 Amps 0.31 0.36 •« 3 63 61 58 BE271 Input Watts 35 43 55° 5'6" 8' 37 5' 69 1.44 � q 6D 56 54 Amps 0.13 0.15 6'6" 10' 27 6' 48 1.00 •� 5 56 .52 50 Efficiency 65% 63°/a soo 45� 8'0" 12' 18 8' 27 0.56 c� 6 52 .49 46 Luminaire Lumens" 1565 1938 0 7 49 45 42 Efficacy at 120V" 43 LPW 46 LPJV 10'0" 15' 11 9' 21 0.44 � 8 46 42 39 Spacinq Ratio 1.1 1.1 35° 12'0" 18' 8 10' 18 0.36 9 42 39 36 CUt-Off 50° 50° 1200 ' Beamspread=72°at 50%Center Beam Candlepower 10 39 36 33 "Based on 60'x 60'floom(RCR=1�;BO/50/20°�Reflectances 'INtial Lamp lumens x Ballast Facror x Efficiency �° 5° �5° 25° 26W CL CU x 1 1,FC x 0.8 "Luminaire Lumens/Input Watts Report No.LSI12116�32W) 42W CL CU x t D FC z 1 2 �1�1 I Reference Data ' Candlepower Curve Energy Smart Application Data(42W) Coefficients of Utilization PL-T Lamping (1 j 42W 85° Single Unit' Multiple Units"* %Ceiling 80 (20%Floor� Lamp Lumens 3200 75o Height to Beam Initial Spacing Initial Watts %Wall 50 30____10 Ballast Lighted Dia- Foot- on Foot- per 1 74 72 71 VE120 Input Watts 43 750 65' Plane meter candles Center candles Sq.Ft. Z .69 67 65 ' Amps 0.36 •� 3 65 .63 60 � VE271 Input Watts 43 55° 6'6" 7' 49 6' 66 1.18 � 4 62 .59 56 = Amps 0.15 S'0" 10' 32 8' 37 0.66 •� 5 59 55 53 -I Efficiency 66% t5oo 45� 10'0" 12' 21 9' 30 0.52 � 6 55 52 50 � Luminaire Lumens* 2024 0 7 52 49 46 � 12'0" 14' 14 10' 24 0.43 Efficacy at 120V** 46 LPW o°c 6 49 46 43 III Spacing Ratio 0.9 35° 14'0" 16' 11 12' 17 0.30 g .46 .43 40 p �Ut-Off 50° Z250 " Beamspread=fi2°at 50%Center Beam Candlepower 10 .44 40 .38 'Initial Lamp Lumens x Ballast Factor x Efficiency 0° 5° 15° p5° "Based on 60'x 60'Room IRCR=1�;80/50/2D%Reflectances "Luminaire Lumens/Input Watts Report No.0028FR(42W) e � �� a y � �"�io�' � ' ��` wi� � �� r �: � � ��+ r, � "",� ,r1a" � a �g��;� �' �'f�?4r �s �r. ., � . , , . _ .;_: � _ , ,., , �� - � � _, � : , , _ . � ; � ,: , , . .�.� , � , . , . '. es� �.; : ' _ � f1810 , ��. �r��r�i�a��t�� sn �, �� ' � �� , �, 4�} 1� T: �. ��. 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' a D ` Full s pecular al u m i n u m r e f l e c t o r. Anchorage system with round C baseplate allows bollard to be � rotated 360°for perfect alignment. Color: Black + � �� Lamp Lumen A B C 97gjS Single 1 50WE-17HPS 4000 65/e 133/e 43�� 97gjMH Singl=1 70W ED-17 MH 5500 65/e 133/e 431 9793S Twin 2 50W E-17 HPS 8000 65/e 21Ya 43� 9j93MN Twin 2 70W ED-17 MH 11000 65/e 21Ya 43 s 896q Anchorage for 9791,9793-supplied � 167 BEGA A • - -- C' Flush uplights utilizing symmetrical — � �� e � � or fixed asymmetrical light " „a distribution from a full,specular �' �� • reflector.8701 has integral g , electronic transformer. Clear,flush, tempered glass,'/d'thick. A , Finish:Machined stainless steel. �---��- C ' � �� . � . 'L,�; � � � ,�� i� ' B • � - �amp Lumen A B C T � __ ---'`�' `' f Symmetrical 1 35W GY 6.35 12V 650 65/,e 7'/s 73/e 275° ____ ,- , , : , �.�. SymmetriCal 1 75W MED T10/HAL 1050 9Yz 10'/e 93/,s 248° !'� � H Symmetrical 1 39W PAR20 MH 2300 9 Yz 10'/a 93/,s 167° � k , Asymmetrical 1 75W MED T10/HAL 1050 9Yz 10'/e 93/,s 248° ; ,:;_;.-.;'y i Symmetrical 1 39W G12 T6 MH 3300 9Yz 10'/a 93/,e 221° i Asymmetrical 1 39W G12 T6 MH 3300 9Yz 10'/a 93/,e 221° � Concentric ring louver for 8701 �� Concentric ring louver for 8704,8606-not available for 8704MH ,;f � Concentric ring louver for 8705,8607 � ' i:The column"T"in these charts indicates the temperature in°F ' reached on the center of the glass surface during operation. � � %�;. ,�; �a, � t, �- :#• `� , �: . � A � Flush uplights utilizing efficient I ' - � C � compact fluorescent light sources. � � � + +. , Flush,tempered etched glass ° � � diffuser,3/a"thick. � I � I I I � Finish:Machined stainless steeL � � . g . � .� �� Lamp Lumen A B C T - - --� 8703P Symmetrical 1 9W PLC 575 65/,e 7'/e 7"/,e 95° I � , � ;.� 8708P Symmetrical 1 13W PLC 860 9'/z 10'/s 9Yz 122° � T�� __.'.' ___.� � r ,, _ __.._ .. .. _ .. r ,�.,� 8711 P Symmetrical 1 18W PLC 1200 13 14 915/,e 140° � - 149 � � , , ' E_ynr; Fri�zler=., 1�'�, �tr€::;it:t�;�. � � � ��,��.�:� �-�. ��Pf�,t��u�� FRITZLEN PI ERCE ARCH ITECTS Iysc�r? t:7c:arc��.`t, C?:r�c:COr cf tlrc'?:�;i�� ;:;, VAIL, COLORADO �+.'dI�"1�'�CSiIt3C;;t, �}��ICC I`v€c`iClclCjEY February 19, 2007 Bill Gibson Town of Vail Department of Community Development 75 S. Frontage Road Vail, CO 81657 Re: Your Letter of February 7, 2007 Bill, Per our recent discussions, I would like to secure entitlements for the proposed improvements to Landmark at the earliest possible date. There are some items on your letter of February 7, 2007, that are clearly related to review of our Variances and Major Exterior Alteration by the Planning Commission and there seem to be some items related to Design Review. It is my hope to attend the March 12th Planning Commission Meeting for Variance and Major Exterior Alteration review. I would like to attend the March 21, 2007, Design Review Meeting for final approval. I am not sure of the implications of the Project Review by Jeff Winston but we would like to follow the most direct path to gaining our approvals. I will address the items in your letter chronologically: 1. We have submitted and will resubmit the existing site plans, floor plans, and elevations. We will provide demolition plans. These will be submitted for PEC review. 2. We will provide site coverage calculations based on our latest setback request (on the south, the minimum parking clearances needed for our required parking) for PEC review. 3. We will provide the scale model for PEC review. 4. We will update the site plan as requested for PEC review. 5a,b. We will provide overall dimensions and label plans with the intended uses (indicating existing and proposed uses) per our discussion for PEC review. 5c. We will provide dimensioned roof eave and walkway/deck plans. Please note that all roof overhangs that exceed 4 feet are above areas already considered site coverage. We will revise the original grade plan to conform to the new reference datum used for our ridge and floor elevations. These drawings will be provided for PEC review. FRITZLEN ;�?5() �tl a��"c`<t� V�;IIf Y L)(tvE'., E%�'[`t'ii,jC�2�., ;, PIERCE l'aii, �C}(G:`.i'�C� �l 4 i' ��: 4�.1��.�F�>.��3:��r� C'. `,7sQ.`;.iY�i.�`.1�}� ........,,_, E.:: i��fr�:.::�ailx�rc:h::e:;s>.f::c}€� kti:�r�v.vaE(��rcP'tit�ct.=.s_Ex��'v� . FRITZLEN PIERCE ARCHITECTS VAIL,COLORADO 6a. We will provide roof ridge, roof eave, and floor heights on the elevations for PEC review. 6b. We will provide enhanced architectural details for evaluation by Design Review. 6c. We will provide existing and proposed grades on the elevations for PEC review. 6d. We will provide roof ridge, roof eave, and floor heights on the elevations for PEC review. 6e. We will provide updated Materials Lists and Key Noted Elevations indicating all exterior finish materials for consideration by the DRB. 6f. WE will provide a complete exterior lighting plan for evaluation by Design Review. 6g. We will provide gutter and downspout locations for evaluation by Design Review. 6h. The building sections we provided indicate the location of proposed mechanical equipment. We will modify the roof plan to clearly identify those locations as well. We do not propose any exterior meters. These drawings will be provided for DRB consideration. 7. We will provide a revised plan for the new parking garage dimensioned to meet the Town Standards. 8. We will provide revised plans of this area indicating the location of a new enclosed trash facility. The loading dock has been eliminated from our proposal. Please indicate if a Variance is needed for the trash facility. If a Variance is not required we will present the revised design to the DRB. Please indicate when you will need to receive the materials for the scheduled meetings with PEC and DRB. Best Regards, William Pierce, Archiect FRIT L 7i;�v -'a`<"i;i `,'�� ... -:.c��^�.;....� P I E R C E ' �3:�, COi`.'. rii�il `°�l(%71' i3: f:i�).�f�).�i:5�� (. `:Sr'�I.''i'f3.�:Ji}S [ y L - ......E�... f... ��"!�(l;`�'\3iti€�z��..i�[if��.°;.S.f..{.}�} L'riZ'4'v.V<i€�<;tCt:.�3:�f.'.::.IS.E;f7€"(1 \ I 1 � i I � r � � � � 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 location, 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 identit�-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 1 i ' � � � � • }'��. � ♦ / � ', 1 k:. 1 l t $ S:- } f $ 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 princip�es of the Design Guidelines, starting first with overall issues such r � as building form and massing, then moving into more detailed issues such as g dimensional criteria for architectural components, materials, and colors. Section 8.5 provides a"quick glimpse°of the quantitative values outlined in the Guidelines. � a � z 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 e °' 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 � s t 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 many of the buildinqs � within the communitv or mav be unable to complv with some of the criteria e described in the ADG. Manv existinq buildinqs, for instance, mav alreadv � t. exceed the heiqht criteria identified. Some existinq roof pitches within the � communitv mav not meet the numerical values described. And manv of the � existinq pedestrian streets mav fall well short of the "ideal" proportions ` 'R' 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 qeneral 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. � � - Rl 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 � � i � � 1 • �� • 1 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--such 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 pedestrian scale, the street level should be dvnamic and interestinq, bv varvinq forms and masses at the bases of buildinqs. These buildinq "skirts" should not be uniform one- or two-storv masses, but rather fraqmented forms which offer interest and diversitv. 8.4.2.3 Building Height General The following building height and massing criteria shall apply to the Lionshead Master Plan s�udy 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 3 �; k , ^�°� , � � • 9> t � , � F, [ � � � t �' . i � � 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 x comprises the gable. The intent of this retail/pedestrian street �' requirement is to present a dvnamic, fraqmented streetfront to �' outdoor spaces, rather than uniform blocks of buildinq mass t £ (see Section 8.4.2.2). Ski Yard and Open Space Frontages This paragraph applies to the portion of any property not meeting the k criteria of the Primary Retail Pedesfrian 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', t 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 i and the Master Plan, shall apply. Remaining Building Frontage , �� Building faces that do not meet the 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 ' a 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 4 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 � f 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 qreater than 35' on a buildinq without a secondarv horizontal step in the buildinq face (the � horizontal step mav 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 � � 4 " � � � � � . • . � � � i 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 Heights 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. l'he 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)] +[...] -------------------------------------------------------------------------------------- [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 5 �' � £: ♦ 1 � � � • � � � � Y. i � �. 8.4.2.4 Exterior Walls ` � General � Exterior walls within Lionshead shall be desiqned with clear � definition of base, middle, and top. This organizing principle will g 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 storefrant 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 buildinqs should be visuallv dvnamic to heiqhten � ` the pedestrian experience. 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 dynamics � � at street level are most effectively accomplished through the � � introduction of secondary forms, materials, colors and detailing. � However, the use of indigenous materials at the primary elements (see following sections for definitions) is critical in tying buildings to ti 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 horizontally without f; t significantly varying at least 2 of the following 5 characteristics: £ • Massing or Height • Material, Fenestration, or Color � � fi 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 i feet, material, fenestration, and color must be varied. Existing buildings may disregard the 30'-maximum horizontal wall ' guideline if their structural bays or other organizing elements exceed ` 30', provided that the distance over 30' falls within reasonable limits. £ An existing building with 36' structural bays, for instance, is not y required to further divide those bays; however, an existing building � a with 48' structural bays may be required to divide those bays into 24' sections, depending upon the nature of the pedestrian street � frontage. Y The middles of buildinqs within Lionshead shall read as "quiet" 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 articu�ation through subtle detailing�hrough �. � 6 � � � � • a .; , � � fenestration, shutters, trim, and the like—instead of massing. The tops of walls shall be designed to comfortably engage their pitched roots, without the abrupt changes in form and massing so commonly found in structures with primarily tlat 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 buildinqs shall be capped with well-proportioned, pitched roofs, actinq as the uqpermost unifvinq imaqe 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 buildings must balance the transparency required at retail shopfronts with the strong, anchoring elements needed to tie buildings to their sites. That is, they must successfully integrate the notions of mass wall and frame wall. In addition, they should offer both large- and small-scale texture at the ground plane, to add varying levels of interest and heighten the pedestrian experience. With this in mind, buildinq bases shall be primarilv constructed of individual pieces 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 additional--but optional---design tool to visually 7 � • ;; � r � � ti f � • ' � �: � . � � �: i � F strengthen the bases of structures. As mentioned earlier, secondary �: elements within building bases may incorporate accent materials, but t' these materials should be carefully selected to act in concert with the � rest of the architecture. Shopfronts and other speciai street-level g amenities have the most latitude with respect to material selection, � but can be very 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. Acceptable accent materials includ�—but f are not limited to---wood, wrought iron, forged or formed metals, and etched glass. �:: ; Mrddle Wall Materials The middles of buildinas shall be constructed of neutral field ` materials such as true stucco, EIFS, or wood. These tvpes of � materials help to establish the "quiet" or "backqround" vertical � surfaces necessarv at the maior wall planes which tvpicallv � make ua the bulk of structures. In addition, they offer an � interesting difference between the dynamic nature of building bases g 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 6 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 �imit the palette of colors = used on buildings and avoid the "patchwork" effect, no more than " three colors should be used on primary building elements. { s Secondarv buildinq elements (500 SF or less in area) mav be clad in accent colors to add visual interest to the overall � streetscaae. 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. � � � 8 ` � J / • �, . � . Trim Trim colors, generally used on elements to express structure, door and window openings, significant floor lines, fascias, and the like, shall act in concert with field and accent colors. This is most effectively accomplished through the selection of deep or vibrant colors havinq the same or similar hues, but usinq 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). Entry doors located along retail streets and other public ways offer the first true glimpse of buildings when approached from those spaces, and should therefore be designed with hand-crafted quality and attention to 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. Specially-shaped doors and double doors are encouraged at primary entries along retail frontages, or as custom portals for private residences, while the middles of buildings should be characterized by 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 Co/ors All exterior doors within Lionshead shal� 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 9 �' . � . . s; . • ' � � :; E � a 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 encouragec�--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 private entries offer the unique ability to introduce hand-crafted, custom-built portals for businesses and private residences, and must also have the ability to display shop wares. They are therefore permitted more latitude with respect to # materials, colors and amounts of glazing. Aluminum storefronts may be used on commercial structures, provided they are finished in factory finish. All-glass doors are permitted as well, with no limits set �; on the amount of glass permitted at retail level. Etched glass is encouraged to bring a level of detail to special storefronts. Doors which are part of window wall assemblies may also have large glass areas, to take full advantage of mountain views. All exterior door glazing shall be non-reflective, to minimize off-site glare, particularly from the ski mountain. Exterior poor Hardware 3: 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 t maintenance problems. Door hardware in areas other than primary � entries should complement the surrounding materials and details. � s. Window Sizes, Shapes and Types As with exterior doors, window sizes should be appropriate to their surroundinq 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 along retail streets and other public ways offer locations in which to display goods to pedestrians, and should therefore be designed with particular care. Window walls should be designed in proportion to their associated frontages, with windows at large retail centers or hotels significantly larger than those found in smaller, more intimate shops. Other fenestration, reqardless of location, should be desiqned as part of an { obvious hierarchv, with lower-level, retail street openinqs the larpest,and windows above somewhat smaller. � Shapes of windows should also relate directly to their locations on 3 �� the building, with rectangular shapes being the most prevalent. � Fenestration located within the middles of buildinqs should be ` shaped and orqanized into fairlv reqular patterns, to establish rhvthm and continuitv. Specially-shaped windows are encouraged �: � 10 �, � • � • .1 . � � at walis 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 wifhin 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. Copper cladding may be left to patina naturally, while baked enamel colors for aluminum and steel cladding should be similar to trim colors, and in similar complementary hues to wall colors or stained wood colors. Factory finishes should be selected to withstand the intense ultraviolet radiation found at higher elevations, and prolonged fade-resistant warranties should be considered. In addition, glazing shall be non-reflective, to minimize off-site glare, particularly 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 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�traddling 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 11 €' � . � . , . . � . � ,` � � � 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 t 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, F 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, i 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 ; building massing may exceed 500 SF if the general intent of � ¢ fragmented forms and visual harmony is met. Free-standing sheds 4 and butterfly 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 E Guidelines). If used, these types of roofs should be considerate not = ; � 12 � f . « ' . `� � � . 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 EquipmenY' 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, 8.3.4.2, 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 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 t�metal shingles, cementitious shingles, concrete tiles, wood shakes or shingles, and hiQh-qualitv 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 13 � . � ' . , . r: • • � i` � � 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 biends 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 j' 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 Snowguards or snowclips shall be used wherever significant amounts of snow may accumulate over occupied areas, such as pedestrian streets, entries, patios, decks, balconies, or uncovered parking 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--their 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 equipmer�t. 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 Iower 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 t such as sun pockets or pocket plazas--are ideal candidates for r gutters and downspouts. Where roofs are in constant shadow or have northern exposures, gutters and downspouts used in conjunction with heat tape may wo�k 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 gutters and downspouts within Lionshead include aluminum or steel with baked finish, and copper or lead- t coated copper. Gutter sections may be traditional or half-round. ; Snowguards shall be constructed of painted plate steel vertical supports (painted black, or to match roof or building trim color) with ; horizontal members made of materials which recall the structure of '' the building, such as timbers, logs, 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 £ 14 R . ' � �� ` � , horizontal sections and vertical supports. All exposed steel shall be painted. Miscellaneous Equipment All miscellaneous rooftop equipment, including roof vents, antennas and sateliite 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. . 8.4.2.8 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 a�pine 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 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. 15 � � ' , . , , f ' ' , . � � �' � � � 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 shouid 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 fhat fhe proposed major exterior alteration is in compliance with the purposes of the Lionshead Mixed ` Use 1 zone district, that the proposal is consistent with applicab/e �: elements of the Lionshead Redevelopment Master Plan and that the proposal does not otherwise have a significant negative effect on the character of fhe neighborhood, and that the proposa! substantially � complies with other applicable e/ements of the Vail Comprehensive Plan." ; � � � ; _ � � 16 ` ' Y �:P ;t EP- Z 1�V'P- Z p- 1 T-Z T- 1 E g- t w�- � �