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HomeMy WebLinkAboutDRB140068 Project Name:Window & Sliding Glass Door DRB Number: DRB140068 Project Description: Unit 125 Window and sliding glass door replacement Participants: OWNER RED AVALANCHE II LLC 03/21/2014 VAIL REALTY 302 HANSON RANCH RD VAIL 81657 APPLICANT VAIL REALTY 03/21/2014 Phone: 970-476-8800 BARTHOLOMEW CUOMO 302 HANSON RANCH ROAD VAIL CO 81657 License: C000003809 Project Address:22 W MEADOW DR VAILLocation: Villa Cortina #125 Legal Description:Lot: Block: Subdivision: Parcel Number:2101-071-0802-8 Comments:Please see bleow. BOARD/STAFF ACTION Motion By: Action: STAFFAPP Second By: Vote: Date of Approval: 03/27/2014 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 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0013641 The door trim on the new sliders shall generally match the door trim style of the complex, (albeit 2" higher) and the other two units already modified shall also be revised to match. Planner:Jonathan Spence DRB Fee Paid: $250.00 (� V � �' ��� `� � � � Department of Community Development � D 75 South Frontage Road TQ iNl� 0 F UA(L �.� �aR � 1 ���4 TeIV970 4079-2128 , www.vailgov.com -�pWN pF VAIL Development Review Coordinator Application for Design Review Minor Exterior Alteration General Information: This application is required for all proposals involving minor changes to buildings and site improve- ments, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail Town Code sections can be found at www.vailqov.com under Vail Information -Town Code Online. All projects requiring de- sign review must receive approval prior to submitting a building permit application. An application for Design Review cannot be accepted until all required information is received by the Community Development Department, as outlined in the submittal requirements. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval expires one year from the date of approval, unless a building per- mit is issued and construction commences. Fee: $250—Multi-Family/Commercial $20—Single Family/Duplex Single Family Duplex xx Multi-Family Commercial Description ofthe Request: Re�lace and uparade existing nat;n tliriinn rinnrc (�_l____ d�� Replacement w��ews will be 2 incheS highPr tn matrh �init n� the s�mg l�v�l e�F the eastern elevation of the bui lding. �d.��'�°ti-� R��'°'� w'����-' +'�' w.�'�" �r�'�" . Physical Address: Villa Cortina, �� WeSt MPadow nrivP,#1�� Parcel Number: 2101 -071 -08-07f� (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Property Owner: Red Ava lanche I I 11 c Mailing Address: c/o Vai 1 Realtv �02 Hanton Ranch Rn��.�{, 1L�i 1 , CO �1657 Phone: 970 -476- 8800 Owner's Signature: oa�.� ��L� � Primary Contact/ Owner Representative: Bart CUomo Mailing Address: 302 Hanson Ranch Road, Vai 1 , CO 81657 Phone: 476-8800 E-Mail: bart@va i 1 rea 1 t;;.com Fax: 476-8671 For Office Use Only: Cash CC: Visa/ MC Last 4 CC# Exp. Date: Auth # Check# Fee Paid: ��Sz'i � Received From: Meeting Date: u�f 1 � 1� - DRB No.: l.�l�- 1`� Planner. Project No� �f -(�(j�� Zoning: Land Use: Location of the Proposal: Lot:�_Block: Subdivision: �'� - 'V t i.l,F� CP�.T(r� I'i�--- row� oF var�� . JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER The applicant must submit written joint property owner approval for applications affecting shared ownership properties such as duplex, condominium, and multi-tenant buildings. This form; or similar written correspondence, must be com- pleted by the adjoining duplex unit owner or the authorized agent of the home owner's association in the case of a con- dominium or multi-tenant building.All completed forms must be submitted with the applicants completed application. � � �Jd' � , h..��1'� , a oint owner, or authorit of the association, I, (print name) C�� e� c.� G✓ 5 C 1 y of property located at LL v�� �-1�S�U,�w A+�.,�.�l� , 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 not- ed above. 1 understand that the proposed improvements include: � ) r/:�. �Q� , r� Gc� w i I understand that 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; and that it is the sole responsibility of the applicant to keep the joint property owner appri d of any changes and ensure that the changes are acceptable and appropriate. Submittal of an application results i the applican'agreeing to this statement. � � � -�� i a �� / Signature Date �JI �-�t, e � � , S � � Prin Name Vail Realty March 20, 2014 To: Town of Vail Design Review Board Fr: Bart Cuomo, Vail Realty Re: Application for Design Review—Minor Exterior Alteration Please find attached our Application for Design Review—Minor Exterior Alteration. The scope of this project is to replace and upgrade the two existing sliding doors. The proposed new doors are 2 inches higher than the existing and the width is the same. These doors will match the size, color and manufacturer of the existing doors on the unit to the north which is the only other unit on the first/ground level on the eastern elevation of Villa Cortina. Please let us know if you have any further questions or requirements. �.. r-I '�v 1 1 Ic� :�'�'G�✓�� w,. ,r..,�,,..fs t!� ,� r`�-�"-- '���.r ����L� vci'-I S� � 302 HANSON RANCH ROAD • VAIL,COLORADO 81658 • www.vailrealty.com VAIL:970-476-8800 • 800-627-VAIL • 970-476-8671 Fnx � � � —��, � � �- { " ti` , :.. . �.,� � ���� ``q e ..� �' � � _ � ,M �*� + �:..'an � o. , ��� � � ��. �� �, � � s � -„�,,,.. .,. - � '�...-�,. � F_ .. �- _ .�- . � ° �,.. ,,, w :��;.=,3 t ; '�� .;�- _. �: ..�. �: �; �., � � a ; � � � �te �_ �� �n , � � � . �•, � *. . � � d'�'���'- � m � . ,,�.� . s �. �� °` .'°� ���° . � �. .,. � � � � � . . -,,; . � ' �' � � '.s�� �4"r , . , ff,, � - '� � n .., . . � ° . k. �.. .....,... ,.�p/ ». �_ . � . ' j ... ��,.. , ,.� . . . .... �, �+/ , r � � f S �y�, i r { �� � ,. �� �''�k e� r ". "� � � � "'�� ' T:� �• 2 • t��''�fl��,,. '.•� '�, - � ' .. �.. � •...... ..� �,. 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'. � � �, �� .��¢ h 1� ��� � �. $. s5 � � $. # f . ����+�'� � �4 xi �� � �' �� �a t ��` �. � , ����z ��, ' �. . �#��* �; . �„ ,;_ k�: ,. . ,. �..�r..r . a .; r. � t ; ��` � fi .� ; . re .,�:'�. .:�.. ;� �:: �, � �,` ALAN-BRADLEY� , ���v�n;° �rviN�ows a�r�ooRs g y ��; - A Specially Fonesha(on Gompony _ ry�� .1� •:r ::� � JELD WEN Brad Wright 970-481-3394 brad@abwdco.com QUOTE BY: Brad Wright QUOTE #: JBAW09601 SOLD TO: Misc General Contractor SHIP TO: Villa Cortina Steamboat Springs, CO 80487 PRO]ECT NAME: Villa Cortina-egress window PO#: REFERENCE: Initial Bid 3-11-14 Ship Via: Ground/Ne�Truck LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line-1 Egress Window CCEC4848 RO Size: 48 3/4 X 48 3/4 Frame Size : 48 X 48 (Outside Casing Size: 48 X 48) Custom Epic Plus Clad Casement,Auralast Pine, Dark Chocolate Exterior-Kynar Finish, Natural Interior, Viewed from Exterior.Scale:1/8°=i� Nail Fin(Standard), No Sill Nosing, Standard DripCap, 4 9/16 Jamb,4/4 Thick, Hinge Left, Nesting Crank Handle,Chestnut Bronze Hardware, Coastal Hardware, US National-WDMA PG 50, Insulated Low-E EC Annealed Glass, Standard Spacer, High Altitude, Traditional Glz Bd, 1 1/8" Putty SDL w/Perm Wood Trad'I. Bead Int BAR, Dark Chocolate SDL, Light Bronze Shadow Bar,Coloniai 2 Wide 1 High UltraVue Mesh Chestnut Bronze Screen,Contemporary Screen Stop Clear Opening:37.275w,42.812h, 11.082 sf U-Factor: 0.30,SHGC: 0.19,VLT: 0.34, Energy Rating: 14.00,CPD: JEL-N-829-01215-00001 PEV 2014.1.1.879�PDV 5.937(01/03/14)PW $968.54 1 $968.54 Line-2 Delviery $75.00 1 $75.00 Total: $1,043.54 CO State tax(2.9%) $30.26 Eagle County Tax(1.5%) $15.65 NET TOTAL: $1,089.46 Total Units: 2 QQ-2.15.2.1358 cust-053179 Page 1 of 2(Prices are subject to change.) JBAW09601-3/li/2014-5:31 PM Quote Date:3/11J2014 Drawings are for visual reference oniy and may not be to exact scale. Ail Last Modified:3/11/2014 orders are subject to review by JELD-WEN ALAN-BRADLEY ELI��EN � WINDOWS&DOORS A SWChlty iar�sthalbn Company � 1 970-524-2201 ° W I N D O W S & D O O R S , � www.abwdco.com ,.� Brad Wright 970-481-3394 @I�O�TE BY: Brad Wright _ QUOTE #: ]BAW08997 SOLD TO: LaMont Development Group SHIP TO: Villa Cortina Gordon Blakie 22 W Meadow Drive PO Box 1371 Vaii, CO 81657 Vail , CO 81658 Phone: 970-949-0660 PR07ECT NAME: Villa Cortina PO#: REFERENCE: Conflrmation 5-21-13 BOOK CODE UNIT QTY EXTENDED LINE NO. LOCATION DE���ON PRICE PRICE SIZE INFO Line-1 Sliding Door TCSLDN60611 Rough Opening:72 X 83 Frame Size: 71 1/4 X 82 1/2 Premium Clad Sliding Patio Door,Aurelast Pine, Right-X/Stationary-0,Narrow Stile, Dark Chaolate Exterior, � Gear Panel/Frame,Black 5111, Natural Interior, Nail Fn(Standard),Color Match MeWI DripCap, y�ewed irom Exeerior.scale:i/B"=s' 6 11/16 Jdmb,DP 35, Black Hardware,Keyed, Dual Point Handle Insulated Low-E EC T pered Glass,Preserve Film,High Altitude, BetterVue Mesh Top anging Screen,Chestnut Bronze Screen, U-Factor: 0.28,S C: 0.26,VLT: 0.47,Energy Rating: 19.00,CPD:]EL-N-820-00558 i -00001 pE1/Zp . .65UPDV 5.767(02/12/13)NW ° $1,775.14 1 $1,775.14 Line-2 Sliding Door TCSLDN60611 Rough Opening:72 X 83 Frame Size : 71 1/4 X 82 1/2 Premium Clad Sliding Patio Door,Auralast Pine, Right-X/Stationary-0, Narrow Stile, park Chocolate Exterior, � Ciear Panel/Frame,Bladc Sill, Natural Interior, Naii Fin(Standard),Color Match Metal DripCap, y�ewetl trom e,cterior,sca�e:iro"�1� 6 11/16 Jamb,DP 35, Btadc Hardware,Keyed, Dual Point Ha t Insulated Low-E EC mpered Glass,Preserve Film,High Altitude, ,.°'BetterVue Mesh Top anging Screen,Chestnut Bronze Screen, U-Fador: 0.28,S,, : 0.26,VLT: 0.47, Energy Ratlng: 19.00,CPD:JEL-N-820-00558 -00001 P 2 . 1JPDV SJ67(02/12J13)NW $1,775.14 1 $1,775.14 ]BAW08997-5/21/2013-6:31 AM QQ-Z.i3.1.3057 cust-053179 Page 1 of 3(Prices are subject to chan9e.) ��Modifled:5l21/20i3 Quote Date:3/4/2013 Drawings are for visual reference only and may not be to exact scale. 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H i e LORTNA UNIT �unnci JOB Y� 1308_07 Roof Live Load(Snow) ________________________________ 100 Psf Roof Daod Load ____________________________________ 80 Pef Floa Liw Load_____________________________________ 40/100 Pef Floor Daud Load____________________________________ 65 Gsf Wnd(3 Second Guet) -------------------------------- 90 mph(Ezp.8) Ssiamlc Deeiyn Catsqory---------------------'------- — E%EMPT (Percent reduotlon In latxol demand/capadty rotio ie lass thon 707L per 3 01.Z of ths IBC) IBCIIRC Etlltion -------------------'---------- SPEC�eI IN�� TONS: � atructura/lenqineerraare�ot tconniderod�to�be spscla/dlnaD�Hone���s of conetructlon by the mii�niRAL�hEL� o. Structural steel shall be datailed,fabrlcated ond erectad in occwdancs with the moet curtent editione of AISC Specificatione and Code of Standard Practice. b, Anglea ahall be ASTA A36. c. All bdts ueed in ateel iraming ahall confortn to ASTA Specifl�ation A325. e eholl�rhaveea minhmumlcompreseive etrength of 2500 pni�rink,non—metalllo type grout. Grout e. Expanaion bolta shall be wadga type�Hilti w'Rawl'or�Simpson',or approved epuiwlent with the followlnq minlmum embedmants: 1. 1/2�diamatx----2 1/Z� 2. 5/8'diometer----3� 3. 3/4'diameter---- 4� rc�FRal RFOUIREAIENTS: o. Dlmanslons: Check oll dimanalona againet architsctural drawinqs prlor to conetructlon. Do not ecole drawinqs. b sequen ets andrproicadurea�a construct{on of this proJectforNotffy eWctuhol enqMeerQOf� omisslana or confllct�between the workinq drowinqe and sx{ctinq condittone. Coordinate reqWrementa for mechanicol/electrical/plumbinq penetrattons through atructural elemmta wlth structurcl enqineer. Jobeita satety ie the eole reepone{bility ot tAe cantractor. All methode usad fw conetruction ehall be in accordance with the lateet editiona of the IBC/IRC. � details thatsaeciehown fo��l(ke conhditone.i�7he aalHeme�ehallrbe brought�to the attiention oi� the structural engineer as soon ae poeslble for apDrowl. ApDrowl shall Da oDtaineA p��a�o Inetallatlon. d. It Is tha reaponelbility of the contractor to contact the structural engineer at the appropra e tima to perform eite observatlon Neite. Ob�xwtton Wdtn to the jobsits by ths m9�^e°r aro fa determinotion oT qanelal conformance wfth the constructfon documente and sholl not be conetruad aa Inepectlon. e. Thouqh every effort Ia made to Drovide a comp�ete and clsar set of conetruction documents, di�crepanciee or anianions may occur. RNeoee of theae drowinq�anticfpatas coopxntion and continued communication batwem the contractw,architect ond enqineer to provida the beat poaaible etructuro. Theae drowinga have been preparod for the uee of a quulifled eontrocta sxpxleneed In the conatructlon techniquea and ayntems Eepletsd. t. (romtMq.foundation ond�anythnq�Nssthatmay�iaffectrMer�work ehown�on the drawinlqe. UntleryinnMq,enorinq and bracinq ot exiatinq sWOturea Moll be the responsibility of the cantracta. ABBREVIATION LIST A.B. ANCHOR BOLT LAM. LAMINATED A.F.F. ABOVE FlNISHEA FLOOR L1-FI LONG LEG HORIZONTAL A.F.G. ABOVE FlNISHED GRADE LLV LONG LEG VERTICAL �p�. ADJUSTABLE LONGIT. LONGINDINAL ANCH. ANCHOR LTWT. LIGHiWEIGHT APPROX. APPRO%IMATELY LN. LAMINAlED VENEER LUMBER ARCH. ARCHIlECT LSL LM�INA7E0 STRAND RIM AIATERIAL BD. BOARD MAX. MAXIMUM BLDG. BUILDING MECH. MECHANICAL BLNG. BLOCKING MAYL YATERIAL BM. BEAM MANUF. MANUFACNRER BOT. BOTfOAI MIN. MINIMUM B.O.W. BOTTOM OF WALL M) NEW BRG. BEARING NOM. NOAIINAL CANT. CANTILEVER N.W. NORMAL WEIGHT C,J, CON7ROL JOINT O.C. ON CENIER GAU CONCRETE MASONRY UNIT p�N�' �ENIlED STRAND BOARD CEM. CEMENT � PLATE CLG. CEILING pLYWD, PLYWOOD CEN7ERLINE PKT ppq(ET �yp, CLEARANCE R 0 pp��,F{ppENING COL COLUMN R� RADIUS CONC. CONCRE7E R�. REFERENCE CONN. CONNECTON REINF. REINFORCE/REINFORCEMENT CONT. CONTINUWS REO�D RE�UIRED CONST. CONSTRUCTION RET. RETAINING �,p, CRIPPLE POST REV. REVISION C.W. CRIPPLE WALL R.S. RWGH SAWN �L. DaB� SCHED. SCHEDULE DET. DETAIL ��T SEC�ON DIAG. DIAGONAI y�T, SHEET DWL DONEL SIM. SIMILAR pWG, DRANING S�.p, SIRUCNRAL INSUlA7ED PANEL EA. EACH SpE�_ SPECIFlCA710N E,�, E%PANSION JOINT SQ SWARE E�y, ELEVATON Sro STANDARD ENC. ENGINEER S�, S7EEL EWIP. EWIPMENT S7RUCT. STRUC7URAL EWIV. EWIVALENT T�B TOP k BOTTOM EXSTG. EXISTNG T�� TONGUE k GROOVE (E) EXISTNG T� TOP OF g7(p, EXPANSION T.O.C. TOP OF CONCRElE E%T. EXTERIOR T.O.F. TOP OF FOOTNG F.D. FLOOR DRAIN T.O.L TOP OF LEDGE Fp1N, FOUNDA710N T 0 M Tpp pF MASONRY FLR. FLOOR T.O.W. TOP OF WALL FRMG. FRAMING TMR� 7HRWGH FTG. FOO7ING 7RANSV. TRANSVERSE GA. GAUGE �ro 7REAlED CALV. CALVANIZED n 7UBE S1EEL COLUMN GEN. GENERAL � 7YpICAL �,�, GLUE—UM U.N.O. UNLESS NOIED OTHERVASE �Yp, GIPSUM/GYPCRETE �T yERT1CAL HDR. HEADER V.I.F. VERIFY IN FlELD HORIZ. HORIZONTAI M,F ��F�,� HSS HOLLOW STEEL SECnON WP yyq�RPR00F H7, HEIGHT N,�y F y��pEp yARE FABRIC INT. INiERIOR � �� INV. INVERTED N, �TM JST. JqST W�� NITHWT K KING SlUD __—r__+--_S_--�,—L_—_---_—�—_._--1_'___.�—�_—�r--:�-7 �' i � I . i , , I'. , I . I II � II� I � I�I I� � I II ; �il � '� I II I� II II II ! '' �iii ! � � � � � � �� �� -� � � �'- II ' �� I � Il I � �I I � � I I ' I�I � ' I I i �Ii i I � II I � �I � � , I . I I I I I I� I ' ' � �ii �I , �I I I '�� I I . I '� . I I ()10"+2�,"PRECAST� ESTR SSEDI�COUBLE TEES, TYP.j I II _ .. . ,,. . . i ,. . � �� i I I � I il �i�il II, i �I I � � I ii I I i i II II II i I '�, II � ' n � I II, � III� � � � � � �� I � I � I li � III � IIII� � �I � �� �� I �� �� �� '. III ''. iil, � I � � � �� i � I �� � ' iil i III�I � I� � � � (� I �� �. �� . 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