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B03-0191 plans
� � I o 2 � � � � � � A�- �� , !�����������i�I�I�I��VI���� ���I�B���� � � �� N �ir�j� i �ioc_ dix�a[.al1 .s.�sf� [nss7re to use 5 / 8 type _ � with 3 / 4 radius round corner , bead at all new and existing corners . G�W1� �✓�„i�✓L , ,- c � WN rio �JL.t7 TY? i . All construcTion is to be Type II F . R . and therefore i Hour rated throughout . ' Floor/ ceiling assemblies and bearing walls between units must maintain their 2 8 . All recessed light fixtures are to be gyp board tented to maintain the ' - - - hour fire rating . Interior parfitions must be noncombustable however , fire required floor/ ceiling fire assembly rating , except at living room because of __ _ _ _ - - _ --� - , : retardant treated wood blocking may be used . the undisturbed drywall existing ceiling . — � -- -- - � - - - -- "- ' - -- - __ - - - - - .;� g � i -- - . 2 . Contractor to be familiar with and comply with all governing codes and 9 . Entire unit is to be retextured and painted throughout . ,II � �� �� , . MI � ordinances . � �� �'°I�- ui� �� I I ! ',` �S�sl,�t -��p? Q Z 10 . New doors , frames , case , base , beam wrap , crown , cabinets , and wood I .. � " , � 1�- � Pi ��f��� .T. o 3 . Contractor to be familiar with and comply with all condominium remodel trim throughout . All wood work to be stained to ali match . � � I w , a � C� _i � o � , declarations . � � r� � i _ _ N � � 1 l . New custom closet shelving is to be installed in all closets . 4 . Contractor to field verify all existing conditions prior to starfing construction I - - --- _ - - _ _ _ ' i � �y�H - s�P� '1' o ° �- - j ToN vs��/Fr, w � � or ordering materials . 12 . All finishes , textures , paint , fixtures , fittings , appliances , cabinets , and _ � J � Q � � �� woodwork shall be new and selected by owner . -r; � ��: � � 3 � o ' a 5 . The attached asbestos abatement report indicates that asbestos is not � � I e--F � o F ,o � � � � present in this unit . �• 13 . Wherever ceilings and walls are opened , sound batts are to be instailed � � _ � ° < . and i f exposed , plumbing pipes are to be sound insulated . i� ( _ � � I c � ° o ° � _ - _ — . � N Q d a w 6 . The attached structural En ineerin re ort indicates that th xi tin — - g g p e e s g � _ _ �_ structure is heavily loaded and any proposed additional loading must be 14 . New windows / patio doors , gas lines to range and firepiace , fire protection 17 " � i2 '� - � �� I reviewed by the engineer prior to installation . communication system , fire protection sprinkler system , and broadband cable �HK �I � q system are to be installed throughout unit by condo association contractor . � D�E�C �D �LR 'rL� �1.1 fz$ -' ��M �sr�t� �,�TH 2 MAS'fL� t3P.T+� �lr-�� i%Yc. �X, rl � � i� N#a�w � °` � '/2� =� '_d� P.2 rJpY��t� �� �fi'�' arH �� __� yrnn P� __� . i � �+� +��P� I�OGA '�iaN " "«+�-,� . _ __—. —. _ . _ _ ��� APPRO!!ED i � � I �� In NN MaLILI� � � CommuniryDeve�opment i _ _ rJYJ 7��� I TJ IT ` c�8m�'( � �� , � I � ����� ��' - Q � Q �. Departme�t �� • rr� � , -°ra �111 I�'� H P Y � , d euilding Saieh• 3 �nspection G��, �Ub, ��i� �F y�, Service� - C�� ce� _� � {z�{�.y��,�{� �y� � O n 106.d�, Uoltorm Bullding Codq VWldlry of Pcrmit The is� �I MaI�1 �� �t y*v'�I � i��3/��M 2 ' tioe of � pe'mil w approvel of pWn, ryecificatiens ond m�� Z'¢"rP7 rr'.�.I !f'��� I �+N � tio � � � 6e mnstrued to be � petmR (or, Q �e sypraval of, eny violaiien 7( - � -� I I / IAe p'ovisigne o�!V�his �ty � � or cencel �he�uovisjbhkkfihy i i , � � I � � ��' ��'� 1 � VV RSlltlLll f0 � �� I � O ��^� � O qher ordinnnces o( ttrc jurisdi�tjp� 1M1aI1 na be valid. Il-��i . .. _ _ � . . / �, \ � � I I� � woce o( a perntil based on pLe�, �perifications and Mu dala :h� . I — f-=- ► �t q I 1 ' � �}G the building offici�l from ihercaftcr cequirin; ihp cortectiAp �( J '� v I ,� I ✓t' I� M I �I , I ��IL I � I �iX � , O in dd plans, speciGca�ions nnd oih�s ?.::� „r iiom pteventinj yui1Q� j _ —/y� � � ✓ �� ianf being earrieJ cn C:,ruv:, c�intioo o[ Ihis aDhe a C� ' � I po rotdinnnce� . � � � � i Iy��J oX��T l9 EXI��l� �PI�. O I T S: �� O A T E; �� �r. r � �' � I � — ( _ nz y O O O CCw�S�� oh�'V ��i � � r�� � _ ! ' �. � r�,\ 1 � . + � � I �) o �u.{�,,+�� �'xro � R- � , — . , _ � 1 � 1� ._ �� (� i 1 { , � i i � O O _ O � — - I.J 17, F,A�:'c —� �.l ¢cN'� >l.�W � � �O � ��. � � \�� 1 I I , � �,� 0 0 � � - - ' � _ oP u.o�iEf � � � \ y�� _ �ii - � �o , ' � _ � � � _ ' S G'� i ti . , . � • p • p 0 • � 3 p'I p.�T� �'�-I �{. I'W�� �AT�-{ ( �GN,t 2 ' � � � Z I � � � ,_� � , 4 , � j � /t�l�� Ex ��.u� � O � �-10 _ o �2 AI 1� �D'�g . � ` ; o C rb � :, �+�� � � � �� _— � N M �d; � � (� ��'�, . ` -l3�MoJG AI. 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Bos 454 Vail, CO 8165 � Re: King Resideuce Ren�odel, lJnit 4H, Building C, Village Center Condominiums Vail , Ea�le CountY, Colorado ( �4 ��cNl,'6082) Dear Saundra: Monroe & Newell En3ineers, ]nc. has reviewed the structural floor- haming plan S2 of Unit 4-h, Buildin�t C' in llie �'illage Ccntcr Condominium project. The purpose of thc revie�� ���xs ic, detcrrn � nc if lhe existing Iloor frtiming is capable oFsupporting thickset ,tonc ilooriii;; in thc: kil;:l �rn, thc halh� ay, thc cnuy and thr h,rthrooms. In addition we verified il rcnuvatia� cf !I�� e f� rc�� Iacehe��uth v,�ill bcpossii� ic. Our stn�ctural an�lysis of tn•, existing Pr.ur.ing memUers yieided the Collowing results: I . 1'I � e : xistin;; fluur sn-�icture oFt !�e hicchcn tuid bedroom areas consists ofsteel bar ioi ;i , ^ nd : three- inch thick co!'icrete Ilr�o; slab or� corrugatcd mctal dccl: . T���o iliCfer_•nt I : ;ir � o : st �y�,cs ��;eie used . I'h.: Iloer frt� mii ;g of the cntry an�l kilchcn �.�' ill only supp;� n �i mnzimum additional stonc- (looiing I��aii uf 1 " thickness, including ;;roui . :\-:Iciitional linish materials may c::use excessive de (lections :md o��erstre>:sing o �' �7 ;c barjoists under fii� l live load. 2 . �I 'he ii �� in �� roori �. fi � e;ilt:cr I;c�rlh can b: removcd by sa���c :r.�tin;; it uFCat the face of the ���¢:rt;c .� l s ���:ir �•encer. The remaining hear.h �hall sipporl rhe esisting stone venee�r cvall . _1 ne•�v i�iearth cabinet frune can be bi! iit on d�e floor framing �vith a 1 %Z " thicl< stone l��arth slaU . ,�� �.���c . in � � nr��: - nco; rlLcem � ; 0 3cr� cl : ,,+ .� rl, I: �;�.r,! • � t� ili� 20 , . P . O . Ilov 150 ' . .\ vor. . Coloradn SIC ? 0 � `) -' '1l `.).; q .. : 7 (�F , i' :\ S ( 97i) i 9•j :1. .jp5a . cmail :n� :; n �l5nu� nroc - nc �velLcum In summary, we found dtat the existing (7oorjoists in the kitchen, hallway and entry areas ha�.:e limited capacity to sanport additional loading, restricting stone flooring to a [otal inaximum thickness of I ". If you have any questions or rommen[s, please call . Very truly yoars, R^UNROE & NEWLI.,L I:NGfNEER ' ���p RE S��'�G �F <' +s ..0..aa�o.r..a� Y °� Hannes Spaeii , Y . E. i87gg „ Principal '� 90 ��� a� �\ a �f�y�s�i����� I