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Home My WebLink AboutDRB020081� �. �� j�� .. \� .��.1 � � � �� ' �a �� '�� }. � � � �� Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 te1:970.479.2139 fax:970.479.2452 web: www.ci.vail.co.us Project Name: Gordon residence DRB Number: DRB020081 Project Description: Change to approved plan for stairs to comply with building code Participants: OWNER Kenneth Gordon Revocable Tru04/08/2002 Phone: 305-667-4553 4800 Biltmore Drive Coral Gables, FL 33146 License: APPLICANT Ray Story, Architect 04/08/2002 Phone: 476-5639 3230 Katsos Ranch Road Vail, CO 81657 License: CONTRACTOR CASABONNE ENTERPRISES 04/08/2002 Phone: 970-476-5435 P.O. BOX 836 AVON, CO 81620 License: 165-B Project Address: 5185 MAIN GORE DR SOUTH VAIL Location: Legal Description: Lot: 18 Block: 20 Subdivision: VAIL MEADOWS FIL 1 Parcel Number: 209918220009 Comments: Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 04/09/2002 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. Planner: Bill Gibson DRB Fee Paid: $20.00 ***********************************+**++*****+*********+*********************+************�* TOWN OF VAIL, COLORADOCopy Reprinted on 02-27-2013 at 11:56:06 02/27/2013 Statement ******************************************************************************************** Statement Number: R000002111 Amount: $20.00 04/08/200203:06 PM Payment Method: Check Init: JAR Notation: 7690 ----------------------------------------------------------------------------- Permit No: DRB020081 Type: DRB-Minor Alt,SFR/DUP Parcel No: 2099-182-2000-9 Site Address: 5185 MAIN GORE DR SOUTH VAIL Location: Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 *********************+***********************************************************+*****�**** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 20.00 . � �� K� J 'I II I� II II 0 �I �... � - - � -- - - . I >C i� �I LL �D. . � � �'�o� _... �- . I � � ` � � I ., I . I � I � I I ` � -P �i i , ►� � '�,, Town af Vail ��'� � I�IC�' COP Y 5+ ta�r�- q.�. I�-�. ' F�,, � , � �� '� � �: . _ ��,� °� 1 � .. ,.. ,�,,,� _. .:... :..:.. ..._.. _w.�� ,� � _ _ I _..._._. ,.. , 1 � .1 � � i T; i � � .. .: . ;. � ' ' \ f . � .. . �".� �`� * 1� � ��. � �� :. . . � .�„� _� ,. ( . \ � I - ' � � ' �- - , .�� __._.I ____ -- ____f � ��; ,� i T�� ..�- � _�, , � �� i � . �-.- - --:.� ! -� �� ..�__��. I _ ,� _ _ � � b�•y� , , � � �. I�� .. d _ .. � I � I � �� I��,.. --. � . �_ . _... . . ...._.._.- — -.. . — -- --- -. _ , .'1-l�- . . .,..�...,�" . ��_I �.�� I �, o � , W n �r� M��--�.—� ��_ . r � � - I 'L _ . _.. ._ 1,x : .. _ . ' :_ � - 1- � �� . ___..__ ,�,,� - � �.: _ �r.`��_ ..- _ - . � _ .� _ �,,�., `� �-��., . _ . �.._:�:��. =; a:-,��r�,�rsa2+ttcwx..... � i . . . ._ .. ,.. .-. -� � � ...:'_...._. .__... . . . � — . — — � \ � _ �.. �� - , � �, I � ��. '�_...��. . _ _ ,___ _. ; ��•� - . -�� , �.� ` ' ��' ,�'�.r.' � r � ' . � ... . / I � � � �`: � �. . i. ,1. , 4 � ; ,-.- �r��r " � . ;r� .�,,� '�-- ; . . _.. "�"` �, �:� - ._. , . _... _ .y ' ��:�.: ..� � � . . . _ .. . . s-..:. � � }: _ .. _ .... . _ _. . ,._ � .. � �:_ .,� I..__._ �. �� ;,. . _ .: .�:� . I ,� � . ._ _ .� . �,,,�. _ ,- �- � � .._ . � � � �`.�..��,��,j,,� m ' ' . ._ , �..'cry� _ .. . I . � . . , � _ ,��.� .�..� •�`� j .. .._ .. ._.... , .. �ai,': q.. \/ , ,.y...:� _ . ...._ . ..... _�...._ _._.._.._ .� __..... _.... _ ... '_ ... ... .; ._ .. ��. � I , I � �I� � � D ['"'�:._...� .�....__'!4 � _.�.�:._....I'- o ~ � t-� — — — -- }-- -- __A_p �'. �I �� .1 r,�..,�,,� ,,�. � �►JTT�Y � . �I � � I �� I��■�' II �I �� f �f �� . I I � STRUCTURA� SPECI�ICATI�NS � 1) Foundation design baeed upon aG=+imed maxiruw soils bearing capacity of 1500 pef and eguivalent fluid pressore of 55 pcf to be at time of excavation. T17 tootinqe are to bear upon netural undiaturbed soil or com�+acted structural fill as approved by the soils engineer. 2) All foundation around perimeter �f. structure shall have minieun frost protection of 48" to bottom of footing. All foundation walls and columns to be centered on concrete footings unless e�own otherwiee on plana. ]) All cast in place concrete must be made vith Portland cement and attain miniwum compressive strength of 700o psi after 28 days. Design based upon BUIId7ING CODE REQUIREMENTS FOR REINI'ORCED CONCRETE (]1CI 318), 1995. Concrete placeeent to conforr vith "COn�truction Requireixente" ss defined in Jlwerican Conor�t� Inatitut� Coda �entioned ebov�. All exposed edgee of concreta shell hev� 1/2" chaMpfer. Concrete vork shall not hava any �orisontel cold jointA unlese avthorizeC by the structural anqineer. Field coordinate ell vertical cold joints vith structural engineer. 4) Reinforcing steal Ss ASTM Grada Ao for i1 and i5 bars, jr, and greater to be Crade 60. Reinforcement placewent shall conform vith MAtNAL OP ST7INDARD PRACTICE, 1997 as prepared by CRSI. All lap eplicea to be �ninireum 3F t+ar diae�eters, all horizontal reinforcing stael to be continunus around corners and at wall intersectiona. Hinimum reinforcement protection: -Concrete poured egainst earth 3" -COncrete poured in forms 2" -Slabs 1" �'�RItJ�i I.�LYl�R 7k1.�� PER �flon� k�52, 1 �IN��li�3� �i,�7R 6q� �,� \\Yu` � � �� Llve loads used for desiqn- -Deck-100 pef. -Nind-25 psf. -Earthquake-ZOne 1 ❑BC. All construction �ust comply with the 1997 Uniform Building Code aa adopted by the Town of vTil Building Department and the "General Conditions of the Contrrct for Construction" (ATJ, Docu�nnt A201). All construction muet be completed within Lhe tolerances described in the "Reeldential Construction Perfor�ance Guidelinee• as prepered by the NATIONAL ASSOCSA770N OF NOME BUILDERS. ]111 etructural �eebeze are ehown in their final positionc properly braced end supported, during conetruction it may be neceasery to shore portione of the atructure vhile other portione are being conatructed. contact the structural enqineer for coneultation ae required. STAIR PLAN Contractor ie rasponsible for all non-specified connections, contact structural engineer for detalls as requirad. Engineer to approve all structural eubstitutiona. Contrectot ie to coordinate all diaphraqw penetrations (ie, chi�neys, plu�bing �ewere, etc.) GhrougA Cloors, roofe and foundation vella vith approprieta sub-contractors. Generel Contractor is responeible for snane, �ethoda, techniques, sequences, procedures, vork�annt�ip and job-site safety associeted vitk this project. Generel Contrector to verify all diueneione end elevations with architectural drewings. Notify enqineer of all conflicta or on�iseions between various elements of the vorking dravinge end tl�e exieting conditions before coewencing vith that portion of the project. General Contractor to inspact reuodel projecta and verify prior use and proper dispoeal of exietim� waterials (i.e. esbeatos, etc.) as required by code. All nateriala exposed to exterior and/or �oiature conditions .shall be treated for these condltione (ie, chea�ical treatwent, staining, paintinq, danproofinq, we�branes, flaehinq, e[c.) as required by code. /�ll nateriale to be treated for fire raeistance as raquired by code. �F 0� FXISTI Nla �S1 j%�1C� 1/2" �'fk►FS - lo�" �+r►�st+� 14 R�s�s Q �,64" 'r�os d q„ ROUTED TO: � ° �� AT�ROUTED: [3 . � tU c .� �� N r �D � � � S1 oF2 � . /„d�^�,N v-� PX1bT1NG Fi�K H�N_ # 5 e►�s � 12' o,�, x 12„ 'DWU.�D 6�� IN�r� �X1ST1� At� GRou�r�� wi�t NoN, � 5 HR+r+K EPoxw. 2-+�5 �� \ � �,� 3` � � /` a / 4 , .:�4 : �t��.� � ' `i� � � � �� .. � � �� • •.� I , � # 5 D�►F� 8 � (i ' 6 u�•G, �� 2� �n #5 '�rRs 6 12po.G, �� -� �s / �- +�s �n�-s., 2'' �k �n �� p�avE ho # 6 8/�5 � 6° o• c, . ll'� 3=0" � ,� Y � �! • � �' �` �, «� , /, �� p,a`� � �rorE VE�R /�,[� � � �� ?�ER P�GH �v � ,�- �(' L J Ju `Y : .� �h �� , -� # 5 ��.s o � Iba�.� �o,� �2- . �,' 2� Q�� t� �� -� �� vow�•s a 12"o,c, �Zro � �� C�RpflE bo �6 � 10 �� S B b" o,L, � sECT�o�v A �v2 1/2" = 1'- 0„ �� Nos�r� $r�k � �- 8hR5 � I Z�I• G, • . ►�: sr� r-�a�.t, n�r �r �c �+NWR�MGt�►i ��. • �'� ►� z� 1�" 1 �' 2,� . i m � .� ;..�� _..� w � tt � = W � .� � a � .N� �� V o= �1+ d > Z 0 ^ � � �V 1 �� W b �� '� � O tn` • �ao _- - � �� S�C,{ �o� ��`� �, � � 0 p � zU {�% — --- }(�� is� (�j ��Q ° � TIYi�Ft6 T O O�0 > �Y �� , U � �, � , i �OO'6�� W — ' �x�snrKi a �� ¢IJ�wPN � /� � W N � �� H�N, SZ OF 2