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' IFGTjG , On� 4_ ov � I- .- . - - , __ - . �I � �' . _ , ,I . ,i I ; ,...-� i � Il ��= I - . _ — " • � EF �. � _ � - • II . g 3 LIVING ROOM to KITCHEN a . i i ,�2 ,� , � , _ o „ '1 STAIRS � STAIRS ,0 -- - - -- - Q � • I I - _ -- - - 3/v " - ji _o " A � � �/a ' I � o ' � > 0 � pCp � �JCT�fJb '�+. � � - C� � •rrumorcn ('nwxt► ararn ���t aTen . � � ro�. �� � �.... _..-- -�---- --�------ � I � E� 0� ;�nenl : Fab Su[San �na sr�ctlon �h�ll con[or+ ta [h� �. I .9. C . 5 3 _ - - - - _ _ _ _ _ _ _ _ - _ _ - - � QKIO G Co� � - y - - - - - - - - - _ - - - - - - _ � F�Orlu[lon �ntl cnna[ructlon �1+�11 confar� [o tM A . C . I . Bu1lClrp Cod� [ns OesSpn , F�CrlcetSOn �M Er�ction of Structuc�] Stwl�[nr�•8u1 alnQar � . _ - _ - _ _ I < � . C . I . 31B - B3 ) . Ca�cr�CS a��ll �w■ ■ ninlw� canprNalv� s[rsrp[� oC aaapteC NovemOar 1 , 1978 , •nC l �tht wppl�n�nta . Conn�ctlam �h�ll �e L ( _ 3 , 000 p . s . l . in 2B G�ys . �lnlww u�ent can[�nt a��ll O� 5- 1/2 a�ck� p�r suna�rC Fr�meE B�u Co���ctlon� valnp 3iY " A . 9 . T .tl . A-307 ho1U , uN��c � L __ _ _�_ cublc y�rG of concr�te . TuPs II cmrne eh�ll D� uYC . aCh�cm1H naC�C . v� IF F •0. �OF - "' - ) R�tnfarcement : - �1� '�� . I Re1�FOCCtn �C��1 unlea� ocMruia� noteA , shall Cr � . 9 . i . n . A-635 6r�0� Structur�l at�el la aveclfled �a follora : 0 �� n . S . S .n . n-36 ly-36 , 0�0 p . a . l . � � •.csp[ tle� wh1cM an�ll b� � . S . T . � . A-615 6c�C� YO . Morizont�l w�ll r�- A . S . i . R . R-501 F � ' i Y�Y6. 000 P . � . 1 . ' I � I ' 1nParcinp aMll b� m�d� cont} ��oue •t sll corn�re , ac covn�c b�rf provlCW . MT�� {.�Nu� �,S � � � - I Prov1C� ro[ lue Ch�n tma �5 b�re •rounG •11 openlrp� Sn roncre[e aelle �nG nll me101n sh�ll h� �rfarm�G b o � ` R � � - - alebs , anE exten� 2 ' -0" beyanG openlnp . BonQ epllcee ln verUCSl u�ll •nd Q P y W��toce �u�llElea ln �ccocCance ul [h [hc h �� Id � � , r � -( letest fDe�lflu[lana of [ha A�eCicsn IM1Glnp SocLly . C rt � � � � �� l i I Colulnn COwa19 lM11 C! lnppeG 2Y beC Gleme[eCf . SpllGe! Sn Mcl2on[sl aCe01 � , N - �1 - � < i �o S `� '_ ah�ll Ce leppeG 2Y 6sr dieme[ere . Bot[oA G�ra Sn w� lle �nd been�e ���11 4tee1 Oxk C •O ���7LLL�''' �� y\ . � e.tenG to t1+a ceo[sr 11ne aC Ue auppor[s , •rW [op h�re ehall De con[lnuoue i L � ` � pporta en0 epllceG at mltlepsn . Spllcss 1� o[her harizon[a ' bep 5[eel Cloor Cack a�all Ce cepsGle of ucrylnp CnUl Ce�G •M llv� CasiOn •N ) r � o��c tne eu �}�� Y I L �' �`-•.�l,i�� •nE mall r�lnforcl �0 �� 11 Ds s[eppecsd , lo�Ea Wlth maxl�u� fiber etrea� not to exceW 0 . 6 tSwu [t+� y1�1C �tre.qtn .Q � L J L C -I pJ . l . Oack tMll h� �tf�cMC to eu r -r f � P - �- - percl�p umCers sa ehcWn on cne Cr�rinps . QI � Q.Q �pq '7�( . _i I Co�cret� Pratxtlo� � RelnForcirw : of [n� etael m1U s mexim�m af 36 , 000 p- � � �V _ _ L _ -. __ _ . _-__. _ _ . _ . _ —__ _ _ . _ _��� _ � -_ _ _ _ _ ` , __ ._ _ . _ ._ _ __ . __ _ __ _ - I Concrets naC��zCOSaE�alrect�roL�nC . . . . . . . 3" elnl� cov�r . � � '� - � Beem t Colwm � orounE or 1•1/2"r�inimw cov�r � I � � � '\ --- - � I G � CO�CCRLO a%p0 ,!!C CO CONnQ OC W��CJISC ��GK iSWV�110lnCDCAi` A �--II-� oL1Fll7ATloi� . _ _ __.__ _. . .. . ..- __ .--__ __. _ .- i _ - -�r— . ` � _�.� O .. ` . p Genar�l : �{A� �E L�O L� � �6 �nG lerp�r Wn . . . . . . . . . 2" sinln�r cover S � �ll - - � � � • Co��tructlon oF r�lnforceG Mxnry sMll co�ea'� W t�� �p�ClClutlons o! �$ - `_� I � _ . . ,� � � � �p„-' �5 �M asall�r 6ari . . . . . . . . . . 1-1/2" slniaw cawr U� Unlfor� Bulltllnp CoCe , 3985 EAltlon . Ca�p1�tW r�lnforcW �wnry - _- ' " _ � �O C^4NG' .�gT � � W�lle an�ll h�v� � ninlmuw C ' C� 1 of 1500 P . l . 1 . 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' r � F a & r . r � —� n •� — �� Plan Build Health Ffre � '�� �pq ���N/ti/y o� , � � �, `;� '��' ° M�� , iosis' " ; ��`i P A R C E L 0 N E , 4pproved � �j � 1, O�% ; � . .��:: ;° � f �,. �� \ o �� � � 1 � 1 i � 3 1 CS� � � � � i� d Y`Iw�"�����i��y��v' r� .�� ,i � � i B,lpO ��� ,O . ��� � �B0�8d ❑ ❑ e � A �I� ..r A � f � ❑ �F�p o,� ��� , � .�,� � �, � . �y , � � � ��!,q,� ���- i� .� �, % ��� � �. I , "l� gw�� 2QO � sJ '" ��U � N `�+! :j� i V2lidity of Permit - ! , s. eo � �.� � Sec. 303 (c) 1982 U . B. C. , . o�� � eyr� � s _� ,; o� N4C7 �s ' � H T . The Pasuance or granting of a permit or approv2l of plans and � � � ��\ ° « ESS E4 i specifications shall not be construed to be a permit for, or an , \ ( y �' _ _ , SEMEN7 � approval of, any violation of any of the provisions of this code � sB 6 � oo � or of any other ordinance of the jurisdication. The issuance of '� ' ?� �\ • S, , . s��.,� ,oa . \ I n�permit basetl upon pl9ns, specifications and otheqdata9 hall lqCN � F(�1. �� k �, _ _ _ � —�_` prevent the buildin official from thereaiter re uirin the - - - - _ _ � � °�— � Of65 : �,\ ° *� ��' — — _ _ _ _ _ _ _ _ _ � _ � correction of errors in said plans, specifications and othe� — � � data. " 1. C� o�N'f� tICEE TD F� � LO _ cq+�E,� - - - - - - - - - - - - e- - - - - - - - � - l-DLI.110his \ ■ pR� �E � �- - — I DATE: c ..,-,� , "�"� \ cl� � o� � � � ' �_�� �_, POR. I7tZir/G'WAY N.1C � � ` � I \ ''o. �n� noU.,� �Kiky � _ � � -�of i - CD� tR1�CTO�Q YD GOORp� F,1� �,�� � � ` - I ExiS7 � NG iS ' ROAD EASENENT/� \ � � �� A ►2cNItC�f hND OWN(� . �`- 's� � � I � ' � � 2 �e �cTD R TO cffAN L�F - -- ,3 ~ ` ` � � \� �\ � �., � f�FIP�V� NEXt i'0 TH� -- — - - - -----_-- o' ' � � I �U � L� i1JU T� �� oh �'� iSN� D '� �� � � `� ' TOPOGRAPHIC MAP OF n�s�n�n Ptt�.� Nk4� ��� . � ` S89°41 ' 00" W 79 . 53 ' _— PARCEL TWO � AND A PORTION OF PARCEL THREE , � a � 3o� - CLAT ) LOT 13 , BLOCK 7, ' VAIL VILLA6E , FIRST FILING , A SUBDIVISION fN THE COUNTY OF EAGLE � STATE OF COLORA00 . REVISED SITE PLAN FOR � JOHN WITTEMYER Iti ACCOAU�!KE MITN C�5 U.p121J. � NpTME A['C04➢IN(, TO COIORAW LAM YOl MVST lO�1MEN�'E ANM ltl,At 4( 7(p� y���p �Wti AM DEPCCT In TN(5 SL�t� E1 B �THI�. SUl 1E�R5 AfTER lU�� f�kll Ui% OVER �UU� . UE/ kR I\ Wp [ �-� NT. � �y AAT A[TIOA BASfU ��PpA AN} DEfE( T IA 7M1) SI�MYU tll Cb�� , MEtiiEG MpME iM �n 7��, � EAMS fppM iN! UAT! O/ TME CENT1fItA � �On �ti� �qy HtttUn - DREXEL , BARRELL & CO . �r . , E9GI !�EERS — SINVEYUkS ' �1 ��1N ST�FIT SpU1 UEA. (OtORAW Ip1Ui v � tErMiNr�+G � 51sR• CO K �m� � 1 1fi N: Lle � , � e.auun. - Dur Da� Wi.n B � Job ho zi � ziee Pes 4898 - 2 �P C�ectt9 8> L=�./��rt • \„ f � �� % 1 G �.- .L . M p r' V � — � I , . -�� ��� .�_ _ f . IiBB20 Gordon R. Pierce A.LA. ARCHITECTURE PLANNING DEVELOPME '� T � �'ad Uflice intei �o�,,; h fromage Ro:J �cc.i \�all, lo�orado Ni6� �" 303 i47b4i7 i Beaver Creek OIfi«� \ ox _ � � - - - - - - - - - - - — -- -- - - - - - - - - - - - - - - - - - - - . Beaver Creek. Coloradu vi �]h . _ - i . � 703!949-6(169 _ - _ _ . . . t -- - � . . , , , .- _. . - � -.� . _ _ . - i — - - _ - , � ,- - � � � - , � 1' � +-- - - - -- - — — , , +— — - - - - --- - -- — - - — — _ � + _ _ . - - - - - -� - - - - - - - � / — - - - - - I � , , - - - - - - - - - - - - - - � i , , � - I � � � I _ � il � \ - \�, � � , .. � � t \ I � h r�ie � , � S r�+u r� ,-� � � I � � � � �"G'� JR '�l'�. I O ar �- I - � a w 4. ` . ' w r I I Lt,l �, � � Ca C' „ , , , i � i 1 _ ` p Q > , , , - - -- - -- - � � w � � � � � , � w � I x - , , � _ OC V � � � _ - - , W OV � � m � -� � _ � ; �, _ . ` � � •-� � �N . " �� `q - - ' � , j� � � � _ � �. � 4iI '_ Ir� �� O � � M Tl` O - , � � Z � � a � - �- ' , _ � . � ✓ � � �___. � - j ' � - � _ � I ' , � . -. - , _ , - •, w - - �r,r� ��.�,--�• ' Re� isions : , �— N ;�"n �'�,.� � �- - - - - - - - I� PRELIMINARY ! �'i.�h+ H� � �- PR[NTING JFi�iD,u.G hp+.t. - � ' �Uuh F�� oF - - - f` (� � �' i �,.� ' +..�p.�qe' �� -. � � �� , ��r+/ �o� � 't � � - - u �=f � �, - � -- ---- — - - I - LOWER LEVEL PLAN � � ' _ � � -� � _ , I '� — - __ - SCALE 1 / 4 ° - 1 ' 0 " � ; i � � — - .�uf� +� �°I°I - o \ ^ � L/ . I - - - — -- - - — _i � ' � I i � '- � � � � , _� i N� � ��( , � ; � � � ' `"�`�� -!� 82�,t�.� � , 4 � � �7"E ' CGi-+.'�6C."� �- iG � �1.4i �� � 'I�t ��R°,J"'iP ��4..L` - j.f�o�.l`'E �; i Ci_.._�v i� . M�T:_:t1 G�,J� * i I '�Fi� t�uL� ��C`l�*+ TC />Ro'..hi,� �� � � ���p1� L.�,,l�.`l.. � —� � - - � - - _- _ _ _, . _ - _ _ � �, - �. � � � � �---� - - — - - - - — - - - - 1 \ _ ` � � - I � � �_ \ � �_ �Y " � � � ,_ ��h rv�,: 12.�1'� UPPER LEVEL PLAN Drawn By : SCALE 1 / 4 " - 1 ' 0 " � d _-,_ Checked By : , _� � ; � Date : � _ �. .�� � � I Sheet Of 24 � ' Se:C Gordon R. Pierce A. I.A. ARCHITECTURE \ � PLANNING _ DE V ELOPME '� l ✓ ( ! Yail OfCicc � � IINHi Souch Fron[agC Road N'ca � �ail, Colorado RI65' � � 303 �476�40? t � � � � Beaver Creek O(Yi�. _ __ � - � P,O. Box 2313 � I — - - - - - , - - -- -- i3eaver . , RI6�u Creek Colorado � - , � y(�� , � - - - - - -- - - - - - - _ - � r _ - i I - - - ---- - — - - - - _ . _ - - - - 3U3i949-6649 � � ` � -- ���-n � „'" `� � � � ;tL — _ -_ -- — -- - _ - � - - - - --- — - — - �� I ��'' ' � � . � � - --- - � ' — � — s� � � ,� _a �,� . , � - ` .- - i ' .. �-_.�..'. .- ,� i � �� �:� , g-� � , - - - - - ,� � � ` _ --- - �.. 7 - �.. � � _ —_ - � — — — � � � �i �� _ J . _ i � , � �- �, , � � " — -- f �"`', � - - �r , '`- � — — - — �-, - � `'{ i .� �. �,� � � � , _- , � `-�_� � • � � `�,,.,--� A J 1 �.--� , �t� � � r� `�' � ��. 5+� , . , t, <� � . . S � �Y � -_1 �. , z� � '- . . , � . x .,w.�, .: , � �j . 1t. ' ?_ � / r � .� �s1Lj �' r , ,�� � f --� . r-� � � ` -a '�' ' � � `� ='� � � .� �.- � ` Q � � _____ � "f� I, b , r ' . r� 6 � -� - . � .� �,� � ` - .. � ; .z � � LI. I ` O « � � � a�. I ... " _ � L4 � • ' ' w w � Q v q O .. � � w ^ � W �"'� j � . � SOUTH ELEVATION w V O � OV m SCALE 1 / 4 " - 1 ' 0 " .,�J �i a � O � Q ~ .. , Z Na � � . � Revisions : . , J� , ` ` �� I . ": �����`° � � � � �� t �9 �_ � . . i� ' , ; 1 i �,� f � Z�n / �;z� <' � � � �� ' � — � � � ��� � � � � � � � � . � � � x, — _ _ — _ — � � � ( � � . � - _ __- 118820 ' Gordon R. Pierce A.LA. ARCHITECTURE PLAN N I NG DEVELOPMENT — Vail Office - -- 10!xi Suu�h Froniagc Road Wesi . _ �;�il, Colorado 81657 ' iU3/476-44) 3 .. .. � Reuvcr Creok Officc - . — — . _ — — — - — �- � '�� P.O. Box 2313 - - - — " � -_ .. . . - � - . - �_ - - --_ — — / Heaver Crcek , Cobrado RI6'_D 9 _ _ — — _ � — � _ 303�949-MW4 4 � — � � - - " - _ _. ..�._.__ .._— __. - .. - - -- _ - - — - - -- � �a = -- --_ — -- - - - -- - - _ _ -- - - - - "`�� � � �I �`� �� ` - - - _ _ - ` - _ - - _- - - _�--- _ -- - - _ _ ___ �- _' \ r , � I � -- y =— - �- — — : _ - _— — __ _ _ - _ -- - -=-_ — - _ -_ �,.. �,, � ' �, � �, `�s \� — ; - � - - - -- � -�-_ - _ -- - ' � � ` � ` - - -- -- — _ — � a. � — _ - - - —_,. - _ _ . �, �-,` { - - - - - - --� -- _ - � -- _��1.� � � � �� � ,�. . ��t> ax, �, �a .,� . . _ '�s� 9� , >�z � v-' .�� : e . -a:?Y� , . 7..;:: .., � ; i ai ..,� � � �� � � f � , � y - - " / r�, '�o ``` _ ,°' -� ; ,� � ' � � -- � � . � ' � � � � �- . O `� / M � ,�., �_ _ - _ � - — ,~ , � _ i+i '^ � _ i - - C/ 1� L1"' ��� - -- T.�. W w � � , .�.� � Q Q � _ � �..r� � y s�r � O � _� , ` �,i > �`� �� J ._ �'�'� I ` i i i -� . _ _ ._ _ -, - - - � � ? � M..� � i ' ' W � � � , � i I , ! � , � i , �, x . � � � � - � ,i � , � ``` �.�- I i - - - � � �- �� ��' II � �- � � � � ,� � ��+' V � � � J " � � --- I ----� ---`�—' -- - � r yY \ ' j I � .. � . �" w V 7 �C '�Y` � � � a z .. � � g . � � � : . . . . . . . O m ' �'_"` r� � w , r � 1� .� ���E� �k ���mFf � na � f"a� � ; � ' � , '� ` .a ,_ , .z� ��;� � M w ` '�. � `!_ . " � e: � _ _ ^_ ' — _ - � w � � �� . � ' . ,,, . + . ' c , _ a , _ ,� . `_` � E �� � � Q N Q : , � �, -�� � .� ., � � � � �� � . , .� . � 0 __�. . _. . _ _ __ - _ ; .. .. : . : . .. � _ _____ � �-- � �.�._ ' ` � � f __ � . _ _ _ �_._ . : _ �� :� . . M._, �_ "'� ..� , r. . _ �,, � • � Revisions : N4RTH ELEVATION SCALE 1 / 4 " - 1 ' 0" , ,� ��,u , � �, ��� � . � °� .� 6 A RK�_ �- � �� � f Ak �. 3 . � a .c F • �� A. � � � � � � ' � � � � ` � ' ` �,�7 .. j . ��, �T . ' ti� ",� - .r� `�z� < y' �.� � � U �;F c.o�l `� . � __ ,. -_ — . ' ��` � -� t; 5 �`^ '� �o� \ - -- -_ _ � �\ � � ' • �'�� �� \, \ ��"� � � .� a _- _ , i : .� J�� , , � � � �� \ . ' � �e 1� r . . r .. ���� \ . ._ _ . \` .. . � � . ���� , . 1 �'� �� j � � _ � ' � � "` �� �t � �`. ✓ � ) . ' � � , , `� 1 � � y � �4 a . .,i � �„ , � „` . � . � ��� � �,ti' �b` .,,_, ,� �_ w e � � ?�" 1.. . l� _ ( �....� �.� - � � .» �: '.. � - T� ` \ .. . . . �' K �� `� . . . ,. ., .,..._ / � �---L_, _1 � �' S '� � � � � � �� _ � / � , 1 � , � ,� _ �_J '� �`"' Job No: I GL �`f �j � _� � � -- � Drawn By . � Checked By : EAST ELEVATION oa�e : 9 � 6 � ss Sheet Of SCALE 1 / 4 " - 1 ' 0 " � A �� iiee2o ' , ' Gorcion R . Pierce 1 � A.I.A . , ��\, /� ARCHITECTURE PLANNING DEVELOPMENT — - - � �;ul O((icc I ',Gnu �, �uih L�iantage RuaJ N'cs�t Y �-,uL C nlorado 81657 2 � INSULATING 3-�* � (TYF) ;� � : i-n-aai � WAl_.1_ �. R.E ARGN �1 2- 8 .� 12 F TG. �TYP� ' _ � l3cn�er CteCA O� ficc ��� � _ � � ^ � RQ. Bi�t 2711 _ ' � . � � '�L- 2�" �2. � � I _-- __ � R�`a� ci 1103k949�fi(Wyio �ti6 '_0 _ - _— _ _ . . — _ _ _ _ ._ . . _ ' I _. - _ __ __ —_ —__ _ _ _ . . . _— _ - . � - J-- ' � J ' i � � L J � � I , , � � �',� r- � ���� � � � �I �� I I . ,n.I ' . , � Z�-T-YP ) 2 . I S2 � 0. fl ��-�� _ " ! �, I . .•IV �' I --� - - � — . \ I � X ) -- � - _. . _. � � ` - � � � i - �_ . - - '— — . � \ I � . - -= � - < - -- �_ �.xi �— in:� wH :� � \�� ! i N = � � i - - � L (� 1u _ � I, 2 ` \ I � I � � � , S< ' 0 3 I � t i N iU � I � N i G 1'� x I '� i W , �se , sin '` J N � � ' � ' I �a u � � I � �- 4 p � �r� � � a + �I I n '� � } i - --- - � ; / �f , � I I � N f I- _ ' Q �o � � � ' ; � � 3`� n �' �; I Q M z� � � �� ; � � �' .� _ � / . — � �� K a F I O +— -- - -- - - -- - - - I - \� — F I a s, � M � T�--�= 'n �2' 4 - 2 "F Co,. 4. � i I �E ��W I W w O! 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TRUSS TYPE 2 I � -- Il I ' 4 QNC 5LA (� CIV :�i2ApE S2 I wf"� �.- �- w_ �� c= � � Er, E FiE�ER I � I �� � i � -- � ' - �- _ _ _- Ar�D Z- Z� NB� TOP GHORD I �v (7 � N �._, � rv ) � I II r ; � � ». - - S ' '� 3- 2"x3 ( TYP� I ��» I _ 3 _� I I '-Co 2=0 � � S2 I I I % Lu2r3 � � �-- ,�52~ - � - 2 ,� �o ao � `H � �2c� - - - 4'- o I —I I �—T I � I FIE �. D � ,/� � \., 4 S2. I �VEKIFY - - - I I ' � «� V/ I � iI I � _ I - - - - — - � - 4 S2 I - - - - - r � � I '�� ,, ,.., i � i , in,,,. TRUSS TYPE 1 ° Q "A "° _ - - - - - - - - - �, � ,.� ,. , _. -�- � �; �„` : ,�-o �- ;��� � - : , � : = - , . , . ;°,'',-;,, ,;:e ;;;<� �: UPPER LEVEL AND ROOF FRAMING PLAN � `"'��--���;;�,;;,;��''' /4= = � - �- !.i -� Tr`- ! . cE p. �. . . N F::-: rC vlfiEr.: t: l _- rU _ �ti,_- 'r SH�- w1J ` Z . - - - DENO �" E� UPPErL �EvEI_ F � aMll�c, �EAMS. Jc)b Nu: 3, RE AfZGH FO � TOP OF WA�L F_L.��. 4. 2uN S �. Au ovE2 �DN wA� �. c ��Q oPeNir�US . Drawn By : S 2E - A �GN . F02 C� Af�AGE. SLA � EL�./ fChecked By : Date : —� Sheet Of S1 - -T- -- � - - _ - __ _ - - . _ - - -- _ _ .� IrytlPO Gordon R. Pierce 1 . I..IVF_ L_QE�D5 I1�FD �N. D�� It;;N : '' A.I.A . r� . aaoF . . . . . . 8c� . _. i ,,ar - -- '/z' �Kr sHeATHw� ---- - ARCHITECTURE B . 1"YPICRL FLOOR . . . . -- -4i� _ �-,•3F PLANN NG � 2�wG T � � ATE� F�. G- 2� � �2 �-�/ SI �''IPS�.'�N DEVELOPME. NT ; wI %2 c� A � � �- o . --+ USC HANC� cR Fi]UI`IUG�iIONS : , 3- Z �+ U CDL . - - - Vail Of f ice i�HN1 SoWh Frontage Road Wes� A . IHE RLLOWABLE. 5;!lIL L+EARING I-'RESEiIIRE RS5UMi: 1? IIJ llL-'f ; IIiIV � � • - tf1 Hc5 `.. IP Fh �jIDE', vnil, ColoradoN1657 �O�i�l F'�SF' . THE i:OMI' RAf.: IGR SIIAL.1_. RF7AIN A LICE=7VSEI� S(1 [ I .t, 2- �'S CoNT -'� '�il, EXISTIFJG FRAM � NG� 303�476-4a3? ENO I IJEE R TO INSF'ECT THE FqUnL)PT i pl� E XCqVAT I ON . '_;U ] I V c L � ��-�, / k=NGII�I[ER SHAI. 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Rs3 UNLF_�iS CITHFRWISF fJOTED . MAN.F.: Al_I_ BqFtS � .� � . ''' � � - - - - `xISTINCa PRAMINCa CI:IfJ'I INU[lUS RRIJUNp COf2NF: R5 . � � • _� ' RCVISIO(1S : 5 . hIf1SUNRY : / �n� � ,� � i �. R , Wl1LI_�SHf1LL BF RFiNF (.1RCCU fIORI70�'TF-1LLY H'( lE. " ON CENTEH ' Z � 2 � 6121' H I_f1DDER Oh! TRUf;5-- TY[>E. f2F` IMFORCEME:�1T MEE.TT �ICi q.�TM Flt�c � Mt15ONRV WALL RETNrORCf_t4EN1' . � N . E ?( TE� RiCift Wq1 1., 5 SFIALI.. AI. .$il F�F RE; INFORI:ED NITH :' -S5 � . y RE � '� AN FO � Vf- R � JCALLY F17 WRLI EtdD�-1 � COFWF RS , EHCN SIDf= OF 1)UL1R lIR i R � � S SI �ES WINf.)f.)W QF'ENiMGS AT1U Al' NCJT OVF' R 4 FF=F_ T UN CFNTI:R � n � ( IYt� 1Ct�LLI' ) . RFT �:FCIR[", FI4GNT SIIpG.L BF FULLY 6RCiU'fF�. 0 rN G'LH[;f.:: . t;ROlJI SHAI_L UIi:VF- L.Of� 's� �� %ti pSI [ N cE1 DpVS ANp M�f.: T , . F `ti'lid C �i7G . E . 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GURB I I � S � Z4' ToP HEc � �• I I I ; .,.� SZ I � �- , �Cv - Ik S I�ONG. � � ,, „ 3 -2�� 10 aOT G-{ ORp 1� _ G ' I I � � � FIELD � /� N , � iro � � � 4 S2 vERIFY ���� N I � S --- - - l.� — / ` � � Q � I � TRUSS TYPE � � Pz ANO � � _ � - - - - - - - - - - - - - - - ,�_ ��� � � . �:., S RET WALI. w� iFCO E � y� VE2T ou-r�ir�e r-AC� � � s e � e� r+�� � �, � � URR�R � EVEL AND ROOF FRAMING PLAN �� - � �- � tii0 'F �. . � . �'.E. . A � �- r+ Fc' f� DIrIENSICN_: N�-• T SHcwl.l. - _ " 2. — \�ENOTES UPPEiZ �.Ev�L F� AMIN� 5�.�.MS. Job No : ^ , �, �S, R.E A H � FO � Top OF w.o.Ll.. ��Ev. �� - 4. f2.ur� � P.� ovE � �DN wA�-� n c�orz o�Nin��, s . Drawn By � I � IZE. ' .a� �GN F02.. GAfZAG � SL. A2� EL-��/ . , Checked By : Date : g� � � `! I ' Sheet Of � � � � . S1 � itlnJU � ��Y� ��� �� � ��� � yy. Gordon R. Pierce FZ. R(]�F . '/6n CyLT sHes.-rr+w�, � A.I.A. • . . . . ___�!_—. v�F Q . 1'VPIGpL. FLUOR ARCHITECTURE • . . • �__ pL3F 2w(i�� T�CD.�TLi.P R� 2- 2� IZ w/ Slh'IPSON DEVELOPMENT PLANNING ` . FOUINDRTI4P15 : , � � �Y �' � g � � � /" HUSC I-II�N6r�R S-2��U GOL. � R. CFiE ALLOWRCtI .F SC) IL PEfaRING F' R 'L"Sf'.URE F1S�UMkL1 IN ])Ef� 1tilV 7 �; � vailOffice -ppq PSF". THF CUNI' RACfUR S! {pl_I.. RETAlN Fa LSCGNSEU ;iOtl _ti � � H2.5 CLIP EA . SIDE ��XK� 5uuih Frontage Rnad Wcsi ENGIIJFFR TO INSF'E. C: T THE FOUNDAT lON EXCAVR'f IC1N. 5C111_ :; 2 #6 CAIJT EKISTINCa �RAMINC� — v�il. Colorado 8165� F.NGINEER SHAI_L VEitlFY IN WR :[ 1' INC THE ACtUFlL 817T1 S � ` ! �o� 4�6-4433 I:WPA[: ITY t8 EC�URL TO OR OftFFlTFR THFlN HSSUbIED . ' % 2 � �� /�' �4� ST �EL F�. �/a � � SPA Beevcr C'rcek Office � P.O. Box 2313 B . RI.L FfN.)l iPlG NF_Rf2ING .F.I.�VldT IONS SHOWhI ARk" F1S3UMEp . E ;( f�01 ' -- h �r � � � j / w� 3/4` cQ THRU Op� Ts REFlRxNfS ELE:VRTLOW, SIdALI BF V[.RIFIEII Ih THE FIELf� W1fH �" tte.�e-erCrcek. ColoradoRl62o x / �� � �/ ! 303/449-(iM9 AC'fUql.. 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II \ \ J O .�_ - - • : ' i I I , _ , \ -� � � - - co�uMN To B� � � �' N ' i � , : , ; � , � � I, � O I-�� W f�R To _ - ,`'� \� �� - � DDED 10 F- o ° ° _� I - - � � � (, 1 � � � � � 2 BB ; ' f36 P<DD� D � I-4T� � � _ _ � a .. ; ll _ Il , i � HEA'f - - - (5EE 57�T�� V � , ; ,. �—_-- - - - - � � X�STiNc� W � �� _ — � W UhIDER cUuN'f�� � �' � �i ; � � � ! � n I il � _ _ _ �XIST 5KI RAGIG � > 3 - I i 5 _ 10 I 3 . 2 � 3 - I f RE �iZIUERATvR ,, 11� � ' I- 2 -� AND WR? Idl� vF U WI '(N I�EMPd�R ,�3�h� i - � � �- 3 �/y' � V � RiFY �1 � �XIST. �.IALL, - C5 �� FIN �SH AND \ ` i I coN RG� �XISTII-�G� � CoUhITER p. ND Q MA'(� RI � I-S I�IOfE'7J ; I ' CA �Z GARA�nE \ GA611J �T5 To BE � FLoUR To gE R � MOVED, l�ND � MIGRO WA�/E — - � � p`dD �D O I - N � FIRE �k'fE D ', GOuS'rRl.1L.? ��ovE � i ''� �I.cx�R / G� � UNG� �1 � W �JALLO W GNILDREN 5 N� W sl�� RA�K - � I � (' P�AYROOM FOR (5 ) PAIRS I I �� W NDoW to ° F 5 � I � - - i _I..- —CXI STI4�16 I�EAT � W � \ To RE MP�I IJ V ; � l �X� SrING� - -- �; i , _� � KEMAIN � � �— j- � � EXISTING Da�OR Q Z EX15'nNU �-+�5� OPENERTOBE � W R � D4E gEa.M I 3 � I �%� � _ � , _ Ri a ro R�MAiN REMov � D �4 �1D (' Q � � EXISTIUG, _i REINSTP� LLE�D — � ,' Doori -ro _ _ _ � NEW �tvT �, co� D ? � a O I ' REMP� � N I.JATEtZ LIIJE `� � � � �O � W � � � AND to BE (n � W � � rH � A7 � -� REFIN � SN�D - � J C7 O W — � � - --_ -- - - - � Z Y U UPPER LEV � L PL AN - �, OW ��Z � EV � L PLAt� z Q � � I /4 '� = I '- o " i /4 " _ � '-o " � � ti > PI-.AIJ NORf�-! � W N GENERAL NOTES : � _ I� O .( � � 1 . Ail work will be completed in accordance with the latest adopted ed'Aions of ihe "UNIFORM Q � BUILDING CODE", "UNIFORM PLUMBING CODE, "UNIFORM MECHANICAL CODE" ADD� D G� RFA = 4� � . o �j . � "NATIONAL ELECTRICAL CODE° and all Town Of Vail regulations. Q � 2. The Owner will be responsible for the removal, storage and retum of all existing non buift-in � � ilems presently located on both levels of the garage. � 3. The Contractor will be responsible for obtaining and paying for all pertnits, and Town of Vail O � � G � N D ���� f�s. 4. The Contractor will provide on site supervision whenever his workmen or his sub- J contractors workmen are on the project. �X I `>TI IJU WA L L'� 'TO 2 E M Pt I �l 5. The Contractor is only granted access to the main part of the existing house to accomplish tasks related to the work to be completed in the garage. All finishes and fumishi�gs in the � _ __� EX IS'r1 {-lG W M� � l.5 T� g E R E M d � E D e�dsting house are to be thoroughly protected and will be cleaned after work has been DATE: �} '�I '�I S completed . P Iza Pp� E � 4d� �. �- S 8. The Contrador will maintain a clean and orderly staging and work area with trash being removed on a regular basis. REVISEO: lO Go N51�u GTl oN IJoT �S 7. The Contractor will provide a poAable toilet for use by alI workmen. The use of the bathrooms in the main house is prohibited. �L� � � 'j}-} � � T � - (D� 8. At the Owners request, all plumbing and heating work is to be completed by Jerty Sibley Plumbing, Inc. (827-5736). They have been involved with recent upgrades to the existing Q �Lu Mg��,J (� ��r��j- systems and have been consufted, conceming the work described in these plans. The C5 � � t� �� '� a_"� \ Contractor should coordinate wilh them, to determine what will be included in their scope of � work. This work is to be a part of the General Contract and the Contrador is responsible ��� GT� I G �• L �, L14N TI NG N d TES for the coordination and supervision of it. SHEET NUMBER � �S � E S� ��T E ' Z � 9. The dimensions shown on the floor plans are to face of stud at new walls and to face of drywall at existing walls. The Cont�actor should verify all dimensions and notify the Archdect of any discrepancies. 10. The existing ceiling mounted bike hangers are to be removed and stored for the Owner. � 11 . All existing drywall is to be inspected and corrected, as required. (See Construdion Note � � No. 15) _ � oF oco SNOW� R PAN -- , - �_ — -- -- _'��-- _ - -- �fNIN - 5�7 �ILEoN '�P� 9q — TYf I GD� L I -I�R . MUD 5 � ? TI �6 4N I/2' � G� M �NT11�oU�, � DAN M. � � ' " RI-iF�i3 � R M�MBRI� NE gDARD SWERT EG - � - '��71i.�'( � �L.A�R GvNSt. S�E FIN�SH NoT�1 � �A�E oF �XIStING , � � ' - C N� • P, J , WALI. D�hSEMBL �Y � � ' ' � � �� ` G'rR Ahso� i ar� oN � . �`� DRYWR �� � ' , I � 1 il % � NO. WP3514 �1 - NR � , tiS ARG u 5oU D WQOD 3/4 r� G • PLYWGUD ��� � � ' \ 5/a'� Ti'PE " x' DRY�,IALI. 3', � ;u13 - �I.�R CG�►�E � aN � ac H 51 D E o� ' ' S µ�� R� l I- �, sc. R� W ) oN 2x �o w , „ DRYI�Pt1,LED COI.UM �I ; ' ' � v - Zx4 StL1D5 @ IG O. L . N �EYO I.! D F�GYJR J015t�i W11r � _ _ W (5EE STRU�T.� Z0 z,�2 N X z' ' w C2 � �AYXes �uai.� ° ' �� \\ � - - - �z� Z x4 � — ZX � W � �� M�UN�P So �ID W �D ��� D ` d 3 WooD 6EAM � � UD LloOp RAILi 'fRll"I `-'� � � � ST. � - . � (SE� 5TR1-� CT'•� W � �U � . �� �� � �,orE No. � c�� l � � - 3�41 --- 31' �" N � ° � � 'i2 x i '�� �oU � � _ � : - - - J r� � a � - ,!-- —/� � � - - WIXJ � PI�KETS �ov �R PI. R"fE oN � � " � ' � TREAD� LP�LDINCr � X � � � � � An � �1 � 1. � � • J . C� ox AT � m o � � �i SOLI iJ WUOD ^ � � t - - - - - - - - - Q N = J O i n i �i LOGA?IoIJ O �' n I /Z °� 2 � '�` � jJ � MAX .� RAIUNG� cAP �XISTIIJ4 P/�IJ �I. � I � _ .� � i „ ii ; " 1 � i _ LP� IJDINCa _ V a ° v N 1 / 3/4 ��x i ��Z � So �iD aT I� � S � } , � � _� � - 1d— ' ! cT,rP) W a , � �� � � WOOp Su B - RE LOGATED. � _� li ��3 � " /� � H > " R P� I L �I Z" lL GPtT N a i , i - —� — _. � - - W17}� R/� ILING � > 'I � �; 2 U u . � n � n P� I-LD PAI I-I T TO - = N � � Q 3�4„ , - I /z x I �i h�u D '� " � - - Ix SpLii7 I,JOOD I I�� P�� kET6 MkT� N W /�1. � I� ° 3,. : ' � , SKIRT 60l�RD A-5 ` � ' �`�/ � iW So� ID Woop - - , --- - -- - - 2xIZ5o � ID ; � 3 � W STAIR TRL' AD ' � -3 `, , WMD SK � RT ,, �` (7 - `'�, SoP.RD � � 3 =� - -- - -- - -� � ►JISH _ FI.CXJR � W , � , _ i � � 1�� ` � ST P� I I� S � GT I O I�l ;- Q, n z < x I o S T h��z I � u � v W STRINGEfZ 3/4 '� = I �� / % � 3i � fn Q ' ` � - 2 � AYERS - �� Z (n � � � — _ _ 5%a ' ' 'fYPE �� xu �='� � ~ W � � — -?I- I IS/8 -- - - f�RYWALL j' � � W � J � O � � W 1 , , y � 4 . _ �� �`� �LH O � J V 3 s T� I R S � �T � o N � , � � , �� � � U � � �2 - � - 0 ;- � � Z Q � ..1 � ' �u O � N > ��' _ W N � � � _ ' � � � 1— STAIR NOTES : � 3�I � " �, ,�, Q 1 . All wood materials are to be the highest quality white oak, free of �, �% - �i � checks, werping and knots. Tight knots will be accepted on wider � � pieces of material onry. � � 2. All materials are to be thoroughly sanded and outside edges are to '}� � O be eased . � � i � � � � � 3. All materials are to receive a light stain and clear lacquer finish . 3 - � 5 ' I O SubmR sample of stain cobr and lacquer on specified wood to the - - - - - - v � ANDIIJG � EQ . TREADS Ar�hitect for approvai. � � / 4. All intersecting pieces are to be tight fitting, for a fumiture quality DATE: ¢ - 1 � `� pj level of assembty. Lf'�� D I 1�1 Ca 5. All fasteners are to be concealed with nail holes filled with putty to - --- — - - - - - -- -- - - - - - -- � match and to be flush with adjacent surfaces. Depressions in the REVISED: ' putty will not be acceptable. All wood piugs are to be the same � i i species of wood as the stair matenal, will be tight fitting and sanded i smooth, to be flush wilh the adjacent materials. 3'- i �� I - — - - - � SHEET NUMBER FI NISH . FLOOR � STA� I 1� S � GT I ot�l - 3 z3,4 � = � � - o � � r - - R�LOGA'( EI7 S - - - - - - - ��.'��` � � �9y- j' �LE G - PA�N�I. 0 � _ _ J � I I.l I 5 }I � DANN NI. - - - - - - - G � ILI N G SWERT ` � i il � � � � i � , n � u � 5 - - - , . _ -_° B- 9 � i � q q �9 _ q ,� si2 3 -0 / , � I ; - cu�Bi �s �s? ° ti �� 3 �? '� ,� � -� ,�- ; a-3 � S'�oRAGE , U� � i - - � i r� - �"�� - � I _ LIK � �XISIINU S ARG . . . . . . .� . . I . � 1lhI1JG, Ix I Z � u WI 'f� o�k. .� ; ; ; � � � _ k I� �' - � p� �' S'fAI11 N I I i � � ��� • � � ( LAGQl1� R� W I � ' (TYP•) � v v � ; � � � SKI RAcK I 5 - - - - - - - --- - � > `� , I _ � �SF.� DET'S. �, � - — � - -I i! � � � � � 2 �� - -- -- - � � j � + I W m , I I � i �� A�5 - I �-- - oWlJER �s tA v oo r� I � ENG H J N � ^ _ �, � , T,,,p - - EXISTIUU - — - - �-, i � N_ ic ) � m � � � I� ' J QAS£ ?RIM - � EAT To _ � o 'ro '- -- � - - - - ' REMhI N �-�- � FI I.11 sN H o 0 0 RA�S E D ^-� 5?OIJE P�N17 �LVOR W a Q �' WAL�4 coN c�� ?� NORTN ~ � FLcnR Ta E A ST V BE ADDED � � 00 `r Pt N D S K I 5�O �� A U � a GIN � SN - - - - - - - - - - i -G� I � I IJG� (J.I ' 3 � � �- 4�/z � 3 �� Ue - --� - 24� � .ro�JEL — �' �' -- _- , _- _ _ _ _ �— � �O"�� � �-- i — ' � `�, Bn � �' _ � _ � MIRRvR = _ _� �� � � � ���� � � �� � - � - — � LINE oF V � � _-- SNoWER A�JD Q � TP� KE EXTRA - � •, r'll� � I� U"f. 0 � RE �E65 �D � - - -- SULID WOUD 'fREaV �RovlvE BoTToM P�� o CO990 oN FIU.ER TIGI-FT __ __ GL�A � AND R�F1NiSN � I � ud51NG /' - - SO� ID WGbD RISER � To WALI. /s��ND MIGRO- , � � �STiNU � �aM R�PAi2 � DANNY . � � � BELOW � ' W'Q� � ' � DRYWALI. /��.1f� ADD WERTFE ER � �� - 2X12 �ULID I,JIXJD V�RIFY WIT}{ ��h � � Gol-�ST NOTES � v '�� / ' � '-- SLOPEI7 c.EI �ING 1 3/4 � � � 51< IfzT B�ARD � i ' � � �� � ii a � � i � (13 ¢,, 15 p / tis A��� . ,_ - � NOt� N � D ARODUp t3 FI � �� R 'Z � 2 -0 � - � ± Z! io ± 2 - l0 ' _ i �/Z � � � i _ -� GOL. ►1Mh1 v�R� FY k V � RIFY ADJUSrAB� N ��r' �- -2 2 5v � � D � � . , � I SHEIV �S �I �115H GEII.� NC, N ' , , - --- I 4 � -� --, PI G K � T I WGU � � � ' - - � -- _ l - _ - _ --� A? START OF 9l� PE U � i - - _ _ _ - - '`� �F � �C 09 i -- ZX4 WOUI7 ,�P 90 f�G`� SI.�Pf-�RT � DANN ZXIv t3�n�.►� � �IG CONSTRUCTION NOTES : SWERTFE �� 1 . The epstin ara e door o ener and reiated tracks and su ort brackets will be removed � I gET W � � N 5TUD5 9 g 9 P PP 12. The new gutters and downspouts are to match the existing for color, material and profile, � I and then reinstalled after dryweli has been installed and finished. Provide all necessary with all required accessories for a complete installation being provided . The gutler is to be B � / . • I �,- 5�$ D RYW AL � brackets and other miscellaneous parts required to complete the reinstallation . continuous (wilhout seams) and will extend along the length of the North edge of the - i i i i � i _ � � 2. The e�dsting wall, couMer top and wall 8 base cabinets will be cut down to provide garage rnof to a point where a downspout can be extended down to the lower roof over the tis �j.� � , i , � � � ° �t - � � adequate clearance around the proposed stair. buildin ent At this mt it will terminate with an end ca The downs ut will extend ARG RE / L55 � D �8 � A. Wall: The e�tistin wall will be cut back to the face of the Mechanical Room and then 9 ry � p � L.A Ca BoL'j P�T �NDS 9 from the gutter down abng the garage wall and will terminate on the roof below with a 90 witl be rebuiR with 2x6 studs to a point thffi is 1 " North of the end of the cut back degree elbow. The first 2'-0" of roof above the gutter is to receive heat tape in a zig zag n P�ND MIp L � IJGTN � � I • counter top. The new wall will be drywalled and textured to match the epsting. It pettem. The heat tape should be routed into the gutter and downspout and from the (n I �4 2 F'l�l-�G W f'rl-� �'�ATGN • should be noted that the bcation for the new wall has been shifted 3 'f," to the West termination po g g � NU MATER I A L point of the downs ut to the existin utter on the lower roof. Provide two W �� � 3 +� � (See Floo� Plan). strands of tape inside the gutter. The matenal to be used should be the highest quality of V �¢ � i ,+, OO 8. CouMer: The counter witl be removed and cut down to a point where it will overhang self regulating cable as manufadured by "Raychem". Provide all required accessories for a � � -- - 3�4 w W � the end of the cut back base cabinet the same distance as the exisling overhang. complete inslallation . � � P E GS G LU E p Provide a Tinish banding on the end of the counter that matches the existing cobr and 13. The exisiing ridge beam is to be thoroughly cleaned and refinished with stain to match the c`np finish. Ii in the Contractors o inion, il is not ssible to modi the counter with ood � N � � M I N ?O Z X 4 PEG 5 P Po tY 9 existing color and clear lacquer finish coats. Provide continuous 1x 2 wood trims (painted resufts, it should be replaced, on each side of the beam, at the intersection with the d � 'n SuPPoRT rywall ceiling. These trims should be J N p � C. Cabinets: The cabinets will be removed and reinstalled afier they have been modified installed after the ceiling has been repaired.(see note 15. below). and the new wall has been construded. They will be cut back to the first break in the 14. The existing drywall ceiling shall be removed, to allow the Floor above to be reframed. A � X � N S (� I R A G K �a bin e t b e�k, an d a m a t c hing s kin wi l l be app li e d to t he face o f t he si des o f b o t h t he new 1 -hour ceiling assembly will the be installed. The new assembly should also be � m � °' wall and base cabinets to cover the e�cistin g ad justable sheNin g holes. The epstin g e x ten d e d in to t he Mec hanica l Room w here a l l penetrations of the assembly are to be fire � p O ° p� A N D �TA I L ��� doors, drawers and hardware will be stored and given to the Owner after stopped and caulked with fire rated material The ceiling in the Mechanical Room should be V a V a' Iconstrudan has been completed . The base cabinet that presently holds the fire tapped only, texturing and painting is not required . � I I _ I i� compressor will have an o penin g provided in the back wall for the installation of the 1 5. A l l e x i s t i n d I I s h o u l d b e t h o rou h t ms e c t e d, a tc he d an d re te x ture as r W Q 3 � � - Q 9 M� 9 Y P P equir e d. � > ebsting electrical outlet. A. All cracks should be covered wilh mesh tape, mudded over and the patch is to be = 3. The Contractw will verify the capacity of the existing mechanical equipment to handle the fealhered out to blend in with the adjacent surfaces. added interior heatin load and that of the added walkwa snow melt. Submd a re R to V 2X4 I,�O�� 9 Y Po B. All nail holes and other defects are to be corrected. � DI� IDERS S1�PPoRT the Archilect, indicating the anticipaled percentage of usage and list any expected C. All areas that lack texturing are to be corrected. � problems wilh the added loads. Q D. The gaps between the existing ridge beam and ceiling is to be flat tapped and , 4. The existing raised floor area will be extended as shown on the plan. The added concrete retextured. 2. X � 3 LO G K I N G will be doweled i�to the existin floor and riser with #5 bars that are e xied into the � g�Tl„� ��N STl.jbS 9 P° E. Patch and retexture those areas damaged by the rerouting oi enisting wiring and existing concrete and will extend 4" minimum into the new. The new stone is to match the rewiring of existing devices and light fixtures. �C� epsting and should be installed in a similar pattem . Thoroughly clean all new and existing F. Patch and retexture areas dama ed b the installation of blockin � � 8 � � DRYI„IALL 9 Y 9 � stone flooring and provide a penetrating sealer on all su�faces. 16. Provide 1 -Hour fire rated assemblies for the entire floor/ceiling area, including the Sfair R�E65ED 3�8� �� 5. Provide an opening in the existing wall for the installation of a new door and install the and wall separating the Garage from ihe living space. � 1 � �i ' �, _ header described on the structural plans. All e�cisting interior and exterior surfeces will be A. Floor /Ceilin Assembl G sum Association" No. FC 5406 with 2 la ers of 5/8" � i i ,5r_ �; LAG BOL'f At ENDt 9 Y " YP O Y � W � repaired to match the texture and cobr of the existing. Verity that the passage hardware t e "X" d all a lied to 2x10 oists. Refer to listed assemb for all r � / 1 ANq M I D l-ENIr"rH . m m� PP 1 ( ly equirements) v I from the e�asting door will work in the new door or replace with new hardware to match. B. Wall Assembt sum Association" No. WP 3514 with 1 la er of 5/8" t e "X" ' Q I �� � PL1JG, �,.1 I 'TH MATGH - 8. The existing door is to be removed and the passage hardware is to be saved for reuse on y GyP � � y yp � � 1 �� � �� drywall applied to each side of 2x4 studs at 16" o.c. (Refer to lisled assembly for all Z I � U �`�I �1"���Z� AL the new door. The opening should be framed to allow for the interior and exterior finishes �. 2 requirements) i W I � �I - - i� --� to be flush with the existing adjacent materials. Provide R- 19 batt insulation in the cavity 17. The Plumbing Sub-Contrador is to veriry the amount of element that should be provided in ( � � � 3�4 I X ¢ �,.�UOD and 6 mil poly vapor barrier on the interior side of traming. The exterior stucco system the bcations indicated on the floor plan on Sheet A- 1 . I v � � --'�-- should match the existing with the texture and color being an exact match. Replace and 1 g. New hot and cold water su lines will be routed from existin lines in the ceilin below Z Q O DIVIDERS - GI.uE Ppy g g � (n - OtN D ScR � W 'fo refinish as much of the e�tisting exterior finish surface as is necessary to eliminate any the Master Bedroom. (See Plumbing note no. 5). The Confractor will repair and refinish all W 0 0 d- possibiliry of a pffich being detected. The interior surface is to be drywalled and textured to � � damage to existing matenals in the Bedroom and Entry area adjacent to the Garage, ,A � � M 2 x 4 Dlv I DE R5 match the existing. required for the routing of the new li�es. �r � W - SuP PoR T 7. The ebsting heated walkway should be removed to the staA of the ebsting stair. Provide 19. The existing wall mounted light fixture is to be relocated.(See Electrical plan E- 1 ) The �/ J � O addRional heated walkway area as shown on the Site Plan. The soils in the area to receive existing stucco is to be repaired, texlured and finish to match the adjacent suAaces. W 0 J --- - - - � X 4 WOUD - G LLJ E the new walkwa should be ins ected for their abilit to be ad uate com ed in W O Y P Y eQ N P�► Replace and refinish as much of the existing exterior finish surface as is necessary to W A ND � I N � 51� preparetion for placement of a 4" concrete slab with welded wire mesh reinforcing. Provide eliminate a�y possibility of a patch being detected. J U any additional soils or remove existing as required to bring the sub grade to the proper �JGREW r 0 20. In those areas w here column pads are to be added (See Struct. Plan�, a waste line is to be Z Y Ievel. The Contraclor is responsible for bcating the existing snow meR lines and providing a � ��/ � DE}ZS , S �T added and a floor drain is to be added to the Mechanical Room, the existing floor materials � V V durable splice to the new. The new stone should match the ebsling and should be are to be removed . The stone should be removed in such a wa that it can be reused � �R � W S � N D �1 t i n s t a l l e d w i t h a s i m i l e r p a tt e m. C o m p a c t i o n s h o u l d b e a c c o m p l i s h e d w i t h a p o w e r t a m p e c �er and the existing slab is to be saw cut. After the waste line and floor drain have been O C � Q �OL �`� �,.f I � 8. The existing floor area of the upper portion of the garage is to be modified as indicated installed and tested, the area is to be backfilled and compacted. Provide #5 dowels into the C M aT�.F+ i ►J � PUtt Y ��' existing sfab at 12" o.c. and extending 6" into the area of the slab to be repoured. The new � ~ � A. Remove the exisfing access stair. slab should be equal in thickness to the existing with #5 bars spaced to tie to the dowels � W N B. Rertave the existing plyvuood sub-flooring, framing and ceiling below and reframe for mentioned above. Reinstall euisting stone flush with adjacent materials. As required, Q = SI � I R � GK the new stair, as indicated on the strudural plans. provide new stone to match existing . The Contractor should be sure to remove and rei�stall Q � P L A N � G I {�1 I � C. Remove existing plywood sub-flooring from the tops of all ebsting buih-up beams. all adjacent stone that may have come loose during the installation of the plumbing lines D. Reroute all existing electrical and alarm wiring to be of► the floor and to avoid damage and column pads. Compaction should be accomplished with a power tamper. Q � 2 ' from reframing and sub-flooring installation . (See electrical plans. ) 21 . The existing damage to the ceiling in the Bedroom below the Master Bedroom will be 3 I , 9. The Contractor is to verify the exact location of the point where the existing main waste line � � � � % � � repaired when repairs are made to damage caused by the connection of new hot and cold exits the building on its way to the main service line, to determine the best location for the �ef suppy lines. Provide material to match and repaint the entire ceiling in a cobr to � routing and connection of the proposed waste line from the added Bathroom in the Garage rnatch fhe existing. O (see Construction Note No. 10). 22. Provide solid 2x bbcking within stud walls for attachment of bath accessories, ski racks, J 10. The bcation shown for the proposed waste line is approximate. The Contractor is cabinets, stora e cubbies, stair railin s and all other wall mounted responsible for verifying the best routing for this line which will exlend from the proposed 9 9 equipment, where Bath to a poiM where it will connect with the existing main. Prior to excavating for the new appropriate. SKI RACK NOTES : line the Contractor should verify the bcation of ewsting utility lines that are located abng 23. Closet No. 2 - Provide a single fixed 1x12 pine shelf with 1x4 pine Geat on sides and back. ct 1 . All wood materials are to be the hi hest ual' white the path shown for the new line. Due to the steepness of the site and existing All surfaces of shelf and cleat are to be sanded and defects corrected pnor to painting. Set DATE: 4 -1 � 9 v 9 9 �Y the top of sheli at 5'- 10" above the finish floor. oak, free of checks, warping and knots. improvements it appears the e�xavation will have to be done by hand . The Contractor 24. Closet No. 1 - Provide a single fixed 1x12 pine shelf with 1x4 pine cleat on sides and back. REVISED• 2. All materials are to be thorou hl sanded and outside should make every effort to place the line to a depth that is code acceptable. Should it not • 9 Y All surfaces of shelf and cleat are to be sanded and defects corrected prior to painting. i ed es are to be eased. be possible to reach the required depth, insulation should be installed over the line, to , 9 Also provide a "Knape &Vogt" No. KV2 metal hang rod . Set the top of shelf at 5'-10" above � 3. All materials are to receive a light stain and clear lacquer protect it from frost. The Architect should be notified if any problems are encountered with the finish floor. flnish . Submd sample of stain color and lacquer on reaching the required depth. The Contrac:tor will be respo�sible for repairs to all lines specified wood to the Architect for approval. damaged during the process of installing the new Iine. 4. All intersecting pieces are to be tight fitting, for a 11 . The existing windows and window trims are to be thoroughly cteaned and prepped to fumiture quality level of assembly. receive paint. All nail holes are to be filled, defects in wood surfaces are to be corrected 5. All fasteners are to be concealed with nail holes filled and all surfaces are to be sanded prior to painting . Verify that the existing hardware is _ with putty to match and to be flush wilh adjacent functioning property and repeir or replace as required. The existing wood blinds are to be surtaces. Depressions in the putty will not be rerraved cleaned and reinstalled . Verify that the blinds function propeAy and replace with SHEET NUMBER acceptable. All wood plugs are tb be the same species matching blinds as required. of wood as the stair matenal, will be tight fitting and sanded smooth, to be Flush with the adjacent materials. � A - 6 V � � , � N �� c� O � v � � � � ��$ - � `� � � A, � � N � Bo�teo 1a �w �x���+b C�o ' � x O � I � � U r���� +'ER ` S T A I �'"� � ' � fi.a,+ ` � O - r - Z 2_ 2x �a � I I ,� cp � — — � G > i ^ � � I J � I � � G�NC.P-E� �L+ O �ri � � N � �(� la �� � �PN(� P/�v �' , r 2'-d'x2o^t � \�;CI r � �t �l3- �s � ;�' � � kA�reERS r9Piuw � �� , � - _ ��� ...,�� � �� (p �-� I 3 -Iv � ', � i3/4 ' + iK :� � � I � : '� Z �Ww+�/t � / � � I � I -� Z 'Q uRf� W�D � �'ry � �xi Tir�v �-2 x 10 �A ,� I • WAU, Wh4„ � i r . n !to � R h �� ' " � � •. ���y.�� � 2 x io ; e i o, c. � •...:.��- ! ' � I . v o. � L ► ; � - � , � - � . � S �CTION A . 2 x �o � � o. . 5j �4�, � , 0�� I v � � o. � Z r - fi � ,, - � 0 I I Q x � � � �� . C. i � � A _ o � � 1 � F � � ¶ I � � � � � � STRUCTURAL SPECIFICATIONS � � 2 .� io � b � � o �. Q ° 1 ) All Loundntion nround perimeter of structure shAl1 have minimum 9 ) ConetTUCt ral,l� ee followa- D � 0 � O Q U LL Croet proLection of de " to botGOm of footinq . -Erto[lor-2:6 @ 16" oc . * 1r _ i � � � 2 ) A1l ceat in place conciete must be made with Vortlend Cement - Inte[lor-2x4 @ 16 " oc . � unleea notad ot�aruLse . I I� and attein miniaun eompreanive strenqfh of JDOU psi alter 28 10 ) All beams , joiete and rnftets are to Denr upon walle or beann � �l n � / � � deys . Oeeiqn baeed upon PUtIDINC COUR HSQUIREMFNTS FOR OR be hung with AIMPSON St[ong-Tle hanqe[s or apptoved equale . 2� ��� lY V ��1 . G. `/ REINFORCED CONCRETP. ( ACI 118 ) , 1992 . All Connectlon ha[dMa[e eB menufeCCured by SIMPSON SGrong-Tie � Q O 7 ) Reinforcinq sGeel la ASTM crade 40 . Rnin[orcesent pincement or approved equale . ' ,(� ehall con(oim with MANUAt. OF STANDARD FNACTICP. , 1990 ns I1 ) All etructural membe�e are ehown ln theii final poeltione i I ,F`� � W prepared by CRSI . All lap splicea tn be mininum ]6 bar ptoperly braced and auppo[ted , durinq constructl.on It may be L' Q J O dlaaeteTC . Mininu� relnforcement protection : neceasary to ehore portlans ol the struc[ure whlle other r I -COncrete poured aqnin»C eer[h l ^ �� � � � � , � portlone are being consttucted . Contact the atructural -COncrete poured in forwa 2^ � -5labe 1 " engineer for coneultetlon ea requlred . �j- Z x �/�, p,�M. � J 11 ) Conteector lo reeponeible for all non-epeclfied connectione , � O a ) All lumber ehall be Dnug-Fir Az 54S or better , ell volmanlr.ed contact e[ructural englnaer for detaila as requlred . ¢ngineer �y� ] umGer chall be Ilam-Flr 12 SAF or bettar ( nll lumber vlthin 18^ Jw � � of flnleh to approve all ntructural subetitations . � Q qrade must be wolmanized ) . Provlde eolltl blocking 72 ) ConGrector ls to cootdlnate atl dLaphraqm penetratlons ( le , � Q ib ��Q �p at e ' -o^ on centez in e71 dinphragma . Al ] columns to be !O' YJ' � contlnmue beaclnq to foundntion . chlwneys , plumbinq severs , etc . ) through floors , rooEe antl [,�� ry�' /', � � 5 ) Versalams ( 2 . OE) are ae manufacWred by AOISE CASCAUE founAa[ion valle vith apptopiiate sUb-contractois . Gene[aL � (V CoRPOM'PION , see ehop tlrewinqe and menufacturore ntanderd Contractor ( e responelble for means , methodrs , Cechnlques , N details . All built-up Vernalaro beana must be glued with PL400 saquPncee , proceduree , vorkoanahip and job-site saCety � anA nniled vlth 2 rowe of 16d eplkee ! 9^ oc . A71 alternatea esaocle[ed vith thie project . General Contractor to verify all d7mensione and elevatlone viU erc�ltectural dravinqs . Notify to be reviewed by engineer . enqineer oE all conflicte or omleelone betveen varloun elenente — 6 ) 9heath floore witl� 3/a " T and G plywood wi [h minlaun epan of the working dravinge end t�a axistinq condl [iona before LO � T F R A M I N G P L A N � � ra[inq of 40/20 or better nnd glue with PI,OOQ . Nail plyvood commencing wlth that por[ion o[ the projec4 . Genernl � wlth lod p 6^ oc to n11 joietx , fleld coordinete acre�.� optlon . Contrector to inapec! romodel pro)ecte end verify prlor use and � 7 ) Live loade used for tleeiqn- propsr disposel oC exL�ting meteriale ( i . e . aebeetos , etc . ) es � -ROOf-BO pef enow . requlred by cotle . ( � -Flooi-10 psf ieatdential . 1l ) All satarlele expoeed to exterlor nnd/or nolaGUre condlLione 1 �4ii = � i_OI � ry0{ZTN � � -�eck-10o psf . ahall be treated for thasa conditione ( ie , chemical treetment , -Wind-25 pef . etalning , palnting , danproofing , sambranee , flashing , etc . ) aa -Earthquake-7.one 1 UAC . required by coda . All mnteriele to be treeted Cor flte � e ) All construction nust comply vit0 the 1991 Unl (orm euilding realstence as roquireC by code . �L � Code as adopted by the Town of Vai] 9ullding Departnent and [he ^ ^Genernl Condltione oC the Contract for Construction^ ( AIA �L- Dxumen[ A201 ) . 1111 construc[ lon muet be compl¢ted vi [� in the Q tolerances dascribad in Ne ^Reeidantial Conatruction porformnnce Guldelines" as p[epnred by t�a N117'70NAL �SSCnJIA'PIaN � oF IIOMF. BUIfDERS . ,.• WALL LEGEND ExKTiru� Wku.S - - - - Wku� Yd aE g£NOVG-p ; I �J W M � to 1'� A90FA i i , I � � � S1 oF , �P�� O Co990 DAN Y . SWERT GE FINISH AND MATERIALS NOTES : 1 . Kitchen and Toilet Room Cabinets �� 10. Painting Provide cabinets as selected by the Owner from "Kitchens Plus" (Rob Hall (970) 845- All paint materials are to be the top of the line products as manufactured b Shervvin �S ARG 0945). Osbum Custom, wilh Ridgeway Door style with glaze and distress finish. Submit wi���ms" or equal, in cobrs to be selected by the owner. Assume (2) colo s for walls and shop drawing to the Architect for approval. ceiling and ( 1 ) cobr for all doors and trim. A. All exposed surtaces are to be finished to match fhe finish on the main cabinet. q. pry��� . Existing B. The light valances are to be continued on all sides of the cabinet they occur on. All existing suriaces are to receive (2) rolled finish coats of flat latex aint. (/� C. Provide matching retums at kickspace on each side of the refrigerator. g. Drywall - New P W 2. Kibchen and Toilet Room Counbers All new and repaired drywall surfaces are to receive ( 1 ) prime coat and (2) rolled V Provide counters as selected by the Owner from "Kitchens Plus" (Rob Hall (970) 845- finish coats oi flat latex paint. ' C. Wood - Existing - Painted � 0945). Cobnial Dream granite with eased edge, standard 4" high splash and undertnount � sinkhole. Both counters are to be one continuous piece wilh all exposed edges to be A�I existing wood materials are to receive (2) brushed coats of semi-gloss oil based W � paint. � U� v � cn polished to match the primary surface. O. Wood - New - Painted p 3. Base and Casiny Trim All new wood trim is to receive ( 1 ) brushed sealer coat and (2) brushed finish coats J N n A. Base - The profile should match the existing base trim in the garage, and will be of semi-gloss oil based paint. Doors are to receive ( 1 ) sealer coat and as many � p N finish spray finish coats as required for a uniform and durable coating (3 coats PLUMBING AND HEATING NOTES : = m � °�' painted . minimum All surfaces are to be lightly sanded after sealer coat and nor to ) 1 . See GENERAL NOTE No. 1 for Code reference. U Oa � �°n� B. Casinp - The profile should match the trims on the existing windows, and will be application of finish coats. P 2. See CONSTRUCTION NOTES Numbers 3, 7, 9, 10, 17, 18 and ~ painted. 20 for plumbing and heaEing related infomiation. W J E. Wood - Stained 8 Lacquered • Materials designated to be lacquered including the ski rack, storage cubbies and 3� See FINISH AND MATERIALS NOTES Numbers 2, 8g, 11q and F' > 4 . Insulation stair materials are to receive ( 1 ) coat of stain and (3) coats of lacquer. Lightly sand 13 for plumbing related information. _ A. All interior walls and floors are to recerve full depth unfaced batt insulation . between lacquer coats. Submit for approval, sample of specified material with stain 4• Provide all miscellaneous materials required to instatl the (� B. Insulate new ettterior wall at existing door to be removed. (See Construdion Note and tacquer applied. equipment and fixtures show on the plans, with all materials � No. 6) F. Existing Ceiling In Bedroom Below Master Bedroom being new. Q After repairs have been completed the ceiling will be painted . New materials are to 5. Provide new hot and cold water supply lines from the existing 5. Doors receive ( 1 ) prime coat and all surfaces are to receive (2) rolled finish coats of aint lines located in the floor below the Master Bedroom to the new A. The exterior door is to be a 3'-0" x 6'-8" fiberglass door with wood frame. Provide to match the existing. P Bath Room bcation. The assumed routing will be across the Main "Pease" "Everstrait" Fiberglass Door System No. E470, with factory light oak finish . G. Existing Entry Area Adjacent To The Garage Entry behind the euisting heat element cover that presenty hides Supply door with special order ball bearing hinges in polished brass. Should the routin of new water lines throu h the Ent 9 W B. All interior doors are to be the highest quality paint grade (6) paneled type, with the 9 9 ry, cause damage to the the existin ��" water line, that terminates in the garage. The hot , n panelization matching the existing doors in the main house. The doors and frames are existing wall or ceiling materials, they will be painted after the repairs have been weter supply will have a recir�-line from the new Bath Room back V completed . The new paint is to match the existing . to the water heater. � � to be thoroughly sanded with all defects filled and corrected, prior to painting. H. Cap on Bath Exhaust 6. As required by code, provide a floor drain in the existing C. The door and frame from ihe Stair to the Children's Playroom will have a 20 Minute Paint to match stucco. Mechanical Room. I U fire rating. I . Existing Garage Door 7. The new snowmett piping will be spliced to the existing, which will Q Z Repaint the interior surface of the garage door with (2) rolled coats of flat latex � uncovered when the walkway is removed. The splices should � W 6. Door Hardware paint. occur in an accessible box located outside the walkway and A. Ezbsrior door J . Door From Entry To Garage recessed into the ground. � Q 1 . Hinges - By door manufacturer (special order ball bearing type with a 606 finish). Touch-up stain, lighty sand and provide a finish coat of lacquer on all surfaces of Z � Q O 2. Latchset - to be rebcated from the existing door if it is compatible, or a new one the door and frame. � to match the existing. K. Maintenance Stock � W�/ � � 3. Dead boR - "Schlage" B660 in a 605 finish, and rekeyed to match Owners house Provide ( 1 ) gallon of each color and type of paint in a sealed can with the (n LL W � keY' manufacture and color code clearly indicated . - � O 4. Door stop - "Beldwin" No. 4045 trim mounted stop with a 030 finish. X 11 . Appliances W W W � B. I�terior doas A. Refrigerator - "Sub-Zero" No. R-245 under counter type wdh ice maker. provide O J U 1 . Hinges - "Hage�' No. RC1542 3Y:"x 3Y2" wfth a 606 finish . Provide No. 1252 copper supply line attached to ice maker and routed to a polished chrome brass Z Y 354"x 3Y�" spring hinges at the door from the Stair to the Children's Playroom. shut off in the sink cabinet. � ' + 2. Latchset - (For Cbsets) "Baldwin" "Estate Collection" Lever Design No. 5152 with B. Microwave - "GE" No. JEM 31 white undercabinet type. v V a No. 5018 Rose in Baldwin Lifetime Finish (Polished Brass), Z Q � J 3. Privacy Lockset- (Entry to Children's Playroom and Toilet Room) "Baldwin" "Estate Collection" Lever Design No. 5152 with a No. 5018 Rose in Baldwin 12• Bath Accessories O � Q LHetime Finish (Polished Brass). Atso provide "Baldwin" No. 6756 Tum Piece, The following accessories will be selected by the Owner and will be provided and installed � 1� � No. 6745 Emergency Release and appropriate Emergency Key. by the Contractor for an albwance amount of $200.00 for material only. ~ W N 4. Door Stop - "Baldwin" No. 4045 trim mounted stop with a 030 finish at all doors A. (2) Towel Bars � except Cbset No. 2. B. Toilet Paper Holder � _ 5. Provide a "Stanley' No. DP57-1030 Hinge stop at Closet No.2 wilh a US3 finish. C. (2) Double Prong Robe Hooks Q � ' 7. Dryvirall 13. Plumbing Fixtures and Faucets Q � A. Existing to be repaired and retextured ( See Construction Note No. 15) A. Kitchen Sink - " Kohler' "Undertone" Stainless Steel Sink No. K-3355 " with (2) � Q B. New - all new stud walls are to receive 5/8" drywall Nrith type "X" fire rated material to No. K-8801 Strainers in a CP ( polished chrome) finish. �j„ be used at rated walls and ceilings. (See Construdion Note No. 16) B. Kitchen Faucets - "Kohler' "Coralais" Single Control Pull-out No. K- 15170 in a CP O C. All new drywall is to be textured to match the existing. (polished chrome) finish. J C. Vanity Sink - " Kohler' "Caxton" Undercounter Type No. K-2210 (White) with Cast 8• Ti�e Brass P trap and 3/8" An91e supplies with stops in polished Chrome. Provide A. All wall and floor tile is to be thin-set 12x12 marble "Creme Ma�P wilh a polished polished chrome escutcheons on supplies and waste line at penetrations of finish and all exposed edges polished. Submd samples to the Architect for cabinet. pA�: 4 _--� _ cj $ approval. D. Vanity Faucets - " Kohlel"'Cabnole" No. K-14616 in a CP (polished chrome) finish. B. The shower pan tile is to be thick-set 4x4 marble to match floor and wall tile, wilh a E. Shower Valve Md Head - WII be selected by the Owner and will be provided and REVISED: honed finish. Provide a membrane pan, "Chloraloy" as manufactured by the "Noble installed by the Contractor for an allowance amount $500. 00 for material only. Company". F. Toilet - "Kohler"'San Raphael" No. K-3384 with a No. K-4752 seat with cover 9. Carpet (White), polished chrome Trip Lever and polished chrome supply with shut off. Carpet will be provided for an albwance amount of $40.00 / yd for carpet, pad and installffiion . 14. Shower Enelosure Provide a frameless type tempered glass door with fixed tempered glass panel above, as manufaclured by "Century Shower poof' ( 1 -800 524-2578 ), Glasstec Frameless Series with dear glass, wall mounted hinges and an 8" "C" pull . Hardware finish is to be polished chrome. SHEET NUMBER A - 7 _ �x � SrN� � � � �+r �, oF. °� o . I �IXTU �E To BE 19 �P� 9 � ELO GATiED � DA Y M. �xi �TINU r�u�n-�T— - swE E To REM �fN I — � XIS?t ►-lG LIGHt �. S W I?cH E 5 ?o F3� g � EXIsT1NG I�IGNt — 'i) \` R� Mo `�� D � ��,�. FIX?URES To �3� � �S p . AaG�'� REMOVED � �1D , �X15tING SWItC,N - g ---�- � RCLOLATEb y = 'To R� P'� P<INT c/� sD : g EXISTINU �LEG — ,- � W To SWITGN � PANEL "(o BE 4 _ �XIST11.-IG � 14�+ T V BANK - I _ G p - RELOG �4t�D ❑ ' ti�.. J �" IXTI� RE TD g � � ° PROvIpE -� � ' ° SWITGH BAIJK- I ---, F, — �) ,� � � � p` #Z� MOV � l7 PtND W o TRIM PL�� � `n G � CS �� �E�..oW ) '\ u - � -- � REfNS?A I. LED J M � N . � �' �XISTI �IG OUTL�1- , �, � - - T}+ � �XISTING, � p � N oUTI-�T FoR - � _ $p � J To BG R� MOVED �I --- buT� ET Folz � m o °' M �GRoWAvE - ___ o T F+� c o M P R E 5 5 o R �- o o � � � - � _ SWITGN (3AIJK - ,Z, -_ � \ WIU• 13 � `,�II � TEI� V a � �" OuTI.�T �oR � GFt � W a I�N�� R coU� (5EE 'f�t 15 �H �E'f ) F To T}-{ 6 BAC.k I,� � LI, H- � B o � cA. gIN � rR �ID = {�E�RIUERaTOR $ S� � � 5� T i +�ra Y++ �. � �• . ADD �D � ��T FIX� R� STLI� I.JALI, Q � A A 5�G1JR� T�( � � F F f /� A�o�RM REI.,DCA?ED EL� G. �� ��� \ �X15714�1G� SWi7�H W ITH - — 2oAMP 51,JITG}� � � 5�1-ISVRO PPWEL �, ° � � TN �RMOSTAT To INDIGA"foR LIGNT To STA� IR P�ND � � � BE RELd � P•T�A W To I� EAT TAPE UPPER LEV � L �xi � ING S �cuRirY � - - - - �xisTiNG Ga2A�,E (' hiT R� F L � (,iN ?S A��'�M ��I-KOR To � � � � WOR oPE�.IER h � -- B E R£ LOGA"fEb n AND 'TRfac K S O W � � A A E X IS T I N G, a u t 1.�T � � oI�T��T FoR Q V ?D REMAI µ - �\ - �XI STI H4 GARRG6 Z %� � pooR opEN �R � (l,J � � � � �XISTI {J4 SWITG4� ��. ' To BE REUIRED � T p`I To BE 51-11 �'TE� ;:- � tl� ro N �I PRY- � � 0 f F F Wl� LLE'D G� ILINI� � W O G �oIR�Ir�hINWI?c,H - �j--_ � Tv O _ _ ,- _—_� � � W -- � � A A �XIST � N4 GA� �a4� � _ - EXIS T I 1 J4 Go �lE �z � J C') O Qp T� � fZ Go H TrZO L _ FLATE To }ZC M h 11� W W W O SWITGH BAN K� � � To REMAIN ` __ _ O Z Y V NOT TO SGALE — . - UPP � I� L�.V �� �OW � 1� L � �/� L z a � � � �. � �TRi � a �.. � ND . ��O � 9 � ,`P � DANNY M � WERTFE ELECTRICAL AND LIGHTING NOTES : � � . See GENERA� NOTE No. 1 for Code retere�ce. LIGHT FIXTURE SCHEDULE 2. Unless specifically indicated to be existing to remain, to be removed or relocated, all SYM. DESCRIPTION MANUF. CATL. NO. MOUNTING LAMP V DIMENSIONS REMARKS �tiSF G� matenals shown are to be new. A Exisling to remain 3. See CONSTRUCTION NOTES Numbers 1 , 2 Item C, 8 Item D, 12 and 19 for electrical A1 Existing relocated. related information. B Recessed can for Prescolite IBXTP Housing Recessed 75W 120 7 'rS" tall 4. The existing electrical panel is to be relocated. Provide box with cover plate at the existing sloped ceiling TSC-306F Trim with R-30 N panel location and extend main power line and all existing electrical to the new panel black baffle W location. Verify that the existing panel and service line is adequate for the existing and C Recessed can Prescolde PBX Housing Recessed 75W 120 7 'h" tall () proposed power loads. Upgrade the panel and service as required to handle the new TB- 10 Trim with R-30 ; loeds. black baffle � � 5. The existing security system sensor should be shifted down to be belav the proposed D Recesses can for Prescolde IBXTP Housing Recessed 60W 120 7 '�" tall W � drywall ceiling . The existing wiring will be routed into the fbor or wall assemblies so d is out we( location TL-43 Trim with flat A-19 N ,� � M of sght. Provide an addftional sensor in the Children's Playroom that matches and is o al lass diffuser J M � N aomp�tible with the existing system. Adjust settings on the main control pa�el, as required , E Undercabinet Columbia UC24- 120-L120 Surface T- 12 120 1 '/." H. z 4 'h" Np � to actommodate the added sensor location. Q p Q N 6. The Owner wishes to be able to cut power to all IigMs on the Upper Level including those fluorescent W. x 24" L. a 7 Q in the Stair area, from the Lower Level. All of these lights should be placed on the minimum F 2-tube fluorescent Lightolier WA 240 Surtace T-8 120 2 5/8" H. x 9" Electronic m O °� number of circufts necessary, with no other devices attached to them. They are to be Prismatic Virgin W. x 48 '/." L. Ballast U O O � routed through the switches at Switch Bank-2 pnor to entering the electrical panel. W � 7. All existing and exposed electrical wiring will be rerouted to fall into walls or the new flooN � j ceiling assembly. 8. Provide all necessary materials to install the equipment and devices show on the plans, _ with all materials being new. V 9. All cir�uit wiring will be 12GA. copper minimum. � 10. Provide a typed index of all circuits and attach it to the interior of the panel box. Q 11 . Smoke detectors are to be connected to the house security alarm control panel. W V � W Q z ELECTRICAL MATERIALS ,�n W MATERIAL MANUFACTURER DESCRIPTION V � � SIMTCHES LEVITON DECORA AC QUITE ROCKER WITH TRIM PLATES IVORY) Z (n Q O �. DIMMER SVIATCHES LUTRON TO BE SELECTED BY THE CONTRACTOR (IVORY) Q OUTLETS LEVITON DECORA WITH TRIM PLATES (�VORY) �'^ W�/ � � TELEPHONE JACK TO BE SELECTED BY (IVORY) v/ li W CONTRACTOR � � TEVEVISION JACK CONTRACTOR ED BY (IVORY) W J 0 � W W � THERMOSTAT MATCH EXISTING J EXHAUST FAN NUTONE 8814 WITH WHITE GRILLE DUCTED TO EXTERIOR WITH O Z U U PAINTED CAP PAINT TO MATCH STUCCO v SMOKE DETECTOR SIMPLEX 2 0 9 8-9 6 7 4 (W H I T E) (S E E E L E C T R I C A L N O T E N O. 1 1 ) Z Q O J � — O � � > � W N � 2 Q ~ � a � � o . � on�: 4 -� - 9 S REVISED: SHEET NUMBER E - 2 _ ., ,. _�.� � -W..- PTvr�r ep;r �F bTY` iM �Ni4 nq �: . , �� �..a� ..��. � ._.�_ :.. � ' y,�_ � . . . . . . . . . � � i � � - � �� 1. r._;,%- � - �k . �""' � ."�•. . 'a�'� ' fA61MIf910f�:K�iNlHM.ii?M � .. . .. .+li .. 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' i � ti LEGAL DESCRIPTION Percol Tvo end Peresl TAr�e eccording to the Townhous� Map of Lot 13 , Block 7 , Veil Villege Firat Filing , Town of Veil , Eagle County , Coloredo , �ore particularly deacribed ae follovg : IPARCEL TMO I All thet portion of Lot 13 , Block 7 , Veil Villag� , First � , ;, � � Filing , e Subdlvision in th• County of Eegle , State of Coloredo , " " foa �d � 'ba� `" C3P I � . eccording to th� r�cordad Plet tAereoi , d�acrlbed as £ollows : �. ,L , S, N o . z /B � Co�wsncing et the Southsest Cornar of seld Lot 13 , thenca � � � — NO " 19 ' W , 75 . 00 fast along th� Eaat lin� of aaid Lot 13 ; thancs N, AIuM • Ca/� _ — � `� 67 Z ' � S84 ° 39 ' S0 "W , 79 . 35 {eet ; thance S13 ° 47 ' W , 3 . 24 feat to tha T[tVE POINT Z/° " T �� � - __ � � I OF BEGINNING ; thence N�6 ° 13 ' W , 16 . 00 feat ; th�nco N13 ° 47 ' E , 22 . 50 �F mnd �� N8yo30 E �_ �-- ftet ; thence N76 ' 13 ' Y , 47 . 00 {eat ; thonce S . 13 ° 47 ' W , 49 . 17 f�et ; 5 C,�t� �� � � Eas �m�� f �_ � — I thenca S15 ° 45 ' 30" E , 19 . 14 f�at to tho Southwestarly line of said Lot � -- 13 ; thenca 5 . 60 ° 32 ' E , 55 . 64 feat alonq the Southvesterly line of aeid 5 � I [.ot 13 to e point £row which tAe trua point of beginning beara N13 ° 47 ' E ; thance N13 ° 47 ' E . , 58 . 36 feet to th� TRUE POINT OF IBEGINNING . \ I Ara• = 4 , 111 Square Feat , wore or lesa . I � � a � � � P��C,� L 7-N,eEE � p, I PARCEL TKREE Jt � I� a �. `'� Q All that portion of Lot 13 , Bloek 7 , Veil Ville • Firat ,'�j�. 6 r�� �Gli �., jou.�d �ebar 9z�aP �j I Filing , e Subdivision in th� County o{ Eegl� , State of9Colorado , � N � j� S b �oo • R L . S. Nv, �G I nccording to th� racorded Plet thoreof , deacribad es followa : 4• O � a ��z- 6 • 4� �✓004, \ CoAwencing et the Southeeat corner of seid Lot 13 , Thonca � ,,. a, e�� ` � � T �3 NO ' 19 ' W , 75 . 00 feet elong tAw Eeat lin� of eaid l.ot 13 to the TRUE POINT OF BEGZNNING ; thence S84 ° 39 ' S0"W , 79 . 35 f�et ; thencB 513 ° 47 ' W , � \ � ss � h��8" , . 3 . 24 feet ; thenc• N76p13 ' W , 16 . 00 feet ; tAen�e N13 ° 47 ' E , 22 . 30 {eet ; p� s� � �� � S � ��� I tAonca N76 ' 13 ' W , 47 . 00 f�et ; thence S13 ° 47 ' W , 49 . 17 faat ; tAence \ p � ,c �rSI Z. p • T/ r _ - '� �9y • 39 �S� y 315 ' 45 ' 30 " E , 19 . 14 feet to the Southwaeterly line of waid Lot 13 ; O0 / ^� Q r4�e TZ J9• 35 � ` _ _ - _ - - - , I � ( thenco N60 ° 32 ' W , 27 . 88 feet elong the Southveaterly line of aeid Lot o�. �� ti'e/% h � + � �y/aop( I I 13 ; thence NO ° 19 ' W , 87 . 02 £eet elong the W�at line of seid Lot 13 to � ,9 n� P, D. B. r � I the Morthweat corner thereof • thance N64 ° 30 "E 167 . 22 £a�t alon the I � , ' 9 \ � '�.2� �I TN'o � — �- � O C�k � � NortA linw o{ aaid Lot 13 to tAa Northaaat corngr ther�of ; th�nca \ � < � � I � _ _ -� p SO ' 19 ' H , 76 . 92 {eet along tAe East line of aeid Lot 13 to the TRUE �O�d � � � � � I ' d POINT OF BEGINNING . -2� -� �tib \ <</r � q � I I V . � J � J `. � �J ,., ;._. , ^, :' � I � Area � 11 � 598 3quera Fast , woro or loas . � � e � � _. �a �0 �fi ,. ..� ,,. ,.. ,.. . :.. . • . I o °c',� '�'6 PA,e�E�. r`vo � ,,�_ J � � p o �----__ _�.r �-=- � In I c�' ` Ziar./ x� � * � �— n � '� "�' �L `s��S Park� ny . h I� o°��r r �- — � OC �Q 6 I I I � IMPROVEI(ENT LOCATION CERTIFICATE � I Aerab y P � � ,p=5 _ /�b � �o rl` I_ ._- --� � � � I y certif that tAis Iw rove��nt Locetion C�rtlficata � J wae prepared for Foxley Cettla Cowpany , THAT IT IS NOT A LAND SURVEY � � O �9d, ��c�r3 G�\ �OJ`.�,�� � d- T _ PLAT OR IMPR�VEMENT SURVEY PLAT , end thet it ls not to be reli�d ��=o� y� — � � - -��s, — � � upon for thQ eatabliahwent of fanc� , building , or oth�r futur� �Q °" � �o �� , ��`). I iPoad iwprov�want lin�e . ��� Di � ✓� � u� +'s�� Q S If � Easeinan� I £ urther certify that the iwprove*ents on th� abovs dQacribad � 9 S3 � � parcel on thin dete , July 6 , 1988 � excapt utllity conn�ctiona , aze 1 s89 °y � � rV���� 3o �P�qf� entirely withln tha boundarisa of the parc� l , except sa eAown , that i : ,•. i- -�,� r, � •. there ere �o �ncroachwents upon tha dwscribed prewlsea by :..•. 'ti;. , :` • . � i"ti,.�. .:: �r . ti ,!"� � � :' : .•. F- . . , ��• s �,,. .,. ,, i �provswonta on any edjoining prQ� is�s , �xc�pt as indicated , and thet tMr� Sa no APPARENT •vidence or aign of any eeaewent croaa�{,Agn���-rr, -;;.; or burd�ning eny part of seid percal , oxcopt ea noted . ���" - c . " ° ' ;' ` - Ta.c y 8. �9�� �.�,�,._ .� �,� Dets � $t�p sh n R . Wuj �k P . L . S . 22589 LINE TABLE • - No . Benring Diatance Tl 5 . 13 ° 47 ' 00 " W . 3 . 24 ' _ T2 N . 76 ° 13 ' 00"W . 16 . 00 ' T3 N . 13 ° 47 • oo •• E . z2 . so • johnson Kunke) & Associates Inc . r T4 5 . 15 ° 45 � 30�� E . 19 . 14 ' LAROSURVEVIftG • CIVILEfrGINEERING � MAPPING TS 5 . 82 ° 48 ' 00" E . 14 . 00 ' v.o. �ox •� o�� . i � a easi n �n strc� i T6 N . 38 " 30 ' 00 " E . 5 . 00 ' Eagla, Colorado 81G31 • Phone: ( ,303) 328-ii3G8 T7 5 . 77 " 51 ' 00 " E . 31 . 00 ' T8 5 . 88 ' S2 ' 00 " E . 32 . 00 ' sca �� . � : zo • ORN. � DEB. - _ ' GHK . I1CV1.V�8B� SMEC ! � rr :: � ') l. � E 7 / y � iiEV. r:� n : �B / — __ —