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HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 1 LOT 17.pdf ) ��"� �� 11 � 1 � - - � l � LOT 18 � i i i � i i � EOCE OF PAVEMENT __1_ _ I � --I � E�EC. rRANS. SCALE : 1 " = 20" ,,II o I sicN � // ELEBOX SER � DATE OF SURVEY: 4/ 3 / 95 I , I� � � _ _ S 83°01 ' E - 174. 45 �i TRACT F SEWER MA��HOLE I I � — — — — _ _ _ _ UTI !_ITY PF D . , Ir � 1 = 30° 40 . 7 ' I � I � - - - - -- - - - i o - - - - ' `0 1 R = 169 . 5 � ' U � ; - -- - -- - -- - --- - - -- I — ` y- — — _ _ �� — — _ �= 90 . 76 � � � � ; / - --- - - - - -- - - - - -- - - - - - % s.o�-� ' 7 - - - - LC = 89 . 77 U I � / - - - - - - - -I ^ - -- - / . ELECTRIC � STAIRS _ � TRANSFORMER (89 . 68 CALC) � % ; aui�.oiNC ' / ,' / - CB = S 22° 19 . 35 ' Wj ,:- -' sEreACK 5 unurr ` ; � I ` � o ,/ - EASEMENT �`� � � _ � � , _ i � P � .e - _ � �'0.0' �2QU i� PILLAR �` _ �' "��' �.. / ELECTRIC / �(/ � - . - -. ' �� � NOTES: / (v ' i i \�o.s � - -.. .. Y °� r ; /'�'., Y TRANSFORMER i � ` i � i 2.5 . z.s � e i � ,� � Z STORY WOOD FR4ME BUILDING / �� % LOT � � 20—�� � 1 - e.� i � , � UNDER CONSTRUCTION. SHEETING IN PLACE / � i i r . iO � 2 �' /� C ADDRESS: 375 MILL CREEK GRCLE � � �.42�J1 AC(�E$ � PEAK O7lD ROOF 3.6 5. - � � � 0 � � El - 8253.3 a.� � / � PFAK SIRUCNFAL RWf o � i / N�J DRIVE AT 71ME OF SURVEV / , , .a� 1 ..4 a - ezs2e N o. ;" / / / ��� / � n.s s - _ — _ o' i� / OCp - - - - _ - DENOTES OVERHnNG � �- � . _ _X� _ � .� ' - DENOTES JEGK i < � � — e.a � ' �. . / PEAK COID ROOF 10� 1 .2 /� � / , �ic ��ciuw,� aaoF y � �9i � / � � � �� � � � � � � � �� � � �/Fr� ,IC� r. . / • � I ^ N / 1� S// ^, � - - }�,� \ � '\ i .o -- � - i y swe �s a�,uc m ° � ; / � r x 9S ��.^� `' 1 NOHiH EOGE OF BUIIDING � , � TRACT B v ' � H � `� VAIL VILLAGE , SEVENTH FILING ; i , 3. , � /�' 1 g 4 0. �0.7 /4 IPxV/SEa .r. L . C. bc J � .,.s ,� /� ��� 1 _ - - _' w r1 . /� 6.0' / 71,p'� /.. J'os ' _ _ _ _ - - _ _ ,' � � ..� 3ubm; rr�b pft�oe 'Ta T. �.0 . . . 9 . N m ` / ; /,� 3. \ Zss � � IMNRO`✓EMENT LOCATION CERT1FtCATE T 1'1 E '2 EV iSE�p I . C.. C . S h A c.c., 1 i � �� ; ° i hereby cer ify that this Improvement l.ocation Certificate wos prepared E�� �' •� 1 ���� 7f � qRq DE � '�) 6 / ` i � 15.� � for SCHAEFFER CONSTRUCTION , \ �. \ � � that it is not a land survey plat or improvement survey plat, and that it is ,J,,� � I � c � 6 � F 15.0 � � � not to be relied upon for the establishment of fence, building or other future Tn�. �`�"r'��Q �"S ' �� i i d.wl7� O� T'�� ` _ (_, 1 1� l . � improvement lines. i../TI G V I �� / `- . / I further certify that the improvements on the above described parcel on � �IQV�� C X . / this date, 4/3/95 , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no opparent evidenad or siq�h o,f any ' � '�"�� "��" � �A!' — '� easement crossing or burdening ony part of said parce�; except as nofed. LS. 11204 � _ � . . � , ; � � `=_ 4'�l . l� NOTICE: �� ) ate : --�f��9� _ _ �` �'� _ -j Stan Nogfe�d� ' `' " `' • According to Colorodo law you must commence any legai action based � ' � upon any defect in this survey within three years after you first �� Colorado P .{�,. •�6598 ' ' discover such defect. In no event, may ony action based upon any � : "J,^�'• 'J: ,c detect in this survey be commenced more than ten years from the '�,, C:;j�����`�•� `' �,.� D �� ����� � � i date of the certification shown hereon . �' • ,..• F� - "�, � a �dp7E : E:.SEMENTS SHOWN ARE PER PLAT ONLY, NO TITL£ SEARCHI,WAS ��DONE „FOR EXISTAN�(((��� � ' ; �P ANV OTHER FASEMENTS. � �\ � � �� � � � Mr.v � :; ��s3 - �� P�, �� f n � �o IMPRG ' , �- ",:1i- �^ u T I . 00ATION CERTIFICATE L O T 1 pPR i � �g95 B L O C �`� GEORGE SHAEFFER CO"J�TA�J�11� _' ' � ' VAIL VIL � AGE FIRST FILING � � 41 ' 99 FIIGHwnY € & 24, EnGLE- vAIL l � + � � �.°. e°' , `5° TOWN OF VAIL, EAGLE COUNTY COLORADO EDwARUS, C0. 9t632 (303)9a9- � a06 , PATRICK fiLLIETrAZ 4 ' 6 �95 � � B NO . 2�77 fi- . ,,. _ ,. _ . - .� . __ 1 1 f�Ic� - �t+ �- %�-� �MN �Y � � tz��l1 SI Gti-I .�;+F{�d�� � < A9 ��� -rf+� w �sr �+-�.«rio� �� /�.m ��� rtl�r-� F�st' �-`�s�rt-� oi-iI �/A-7 � CoPPE2 �.P �(.'r7+.h °� +� i �� iN� s�c�r-i 'or � � �` .��'�;�_ _ i ' `� � _�-J _ - �`� — � � / ` � N i r-- �. � - � �(� ' 12 i --�� �.��� 12 �,� —9� � `�� 1 � �\, � �_- � . � , ..- ' � ��� y ,. 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Lirfl, i r F � xTl , �= � rr►� - �� rx,-�-,�.� ., � _ Drawn by -`°�'� � �' � -rr+ � c�c� �,tit -� rr �rre�F, �s , , � Che� ked by : �'��+ � � . !� � � . E ��`�`� 0 ��� � � Iq� Town of Va11 5t,eec or C"3 � 9� aFFiC� ��PY A 1° - . = � � � CD Copy�i,� h � 1188T0 1 ' � L � LI. � ro ' ect data index to drawin s � �� �; �' rl� cr �; & p � g .4ssociates ARCHITECT CONTRACTOR STRUCTURAL £NGINEER Architccts GEORCiE SHAFFER PIERCE, SEGERBERG AND ASSOCIATES CONSTRUCTION COMPA�IY NICOL & HOFLAND ASSOCIATES, INC. �� ( . n . � . �1 _ 1000 SOUTH FRONTAGE ROAD WEST P.O. BOX 373 4730 WALNUT STREET SUITE 210 � It ( I11 I I ( I I It 1 BUILDING CODE: 1991 UBC VAIL. COLORADO 81657 _ VAIL, COLORADO R 1658 i I ' I � � � I � � , ; 303) 47b-4433 ;303) 845-5656 BOULDER, COLORADO 80301 I ` I F. It I 1 I It ti OCCUPANCY TYPE: R3 (3U3) 443- 1677 CONTACT: TOM FRYE CONTACT: GEORGE SHAFFER CONTACT: JGE NICOL � i i CONSTRUCTION TYPE: V -NR � � SQUARE FOOTAGE: ` ARCHITECTURAL " � � � � � , �: � ; � , . , � LOWER LEVEL 4s� s. F . AO COVER SHEET � ENTRY LEVEL 25sg s.F . A1 SITE PLAN UPPER LEVEL 2so6 s.F. A2 LOWER 1. EVEL FLOOR PLAN A3 ENTRY LEVEL FLOOR PLAN II TOTAL sss � s. F . A4 UPPER LEVEL FLOOR PLAN -- � _ GARAGE � 4� o S.F . MILL CAEEK CIACLE A5 ROOF PLAN � � -- - --- — A6 WEST ELEVATION VBi � , Colorado A7 EAS�r ELEVATION A8 NORTH & SOUTH ELEVATION A9 BUILDING SECTION � A 10 BUILDING SECTIONS � V p� o V Q STRUCTURAL � Q abbreviations S1 FOUNDATION PLAN '..r � O 4� .�.. �. <_., �,. ...,_�, ,� .,m. ,,.� �. �.�... �w �.U, .,o .,�. � ...: e. .� _,u ,,..v. Y w,,, �� ,.o.,n � ., .w, 52 ENTRY LEVEL FLOOR ,..a u� .m.. rmn�.a nm. r u�� o�..u. la) on 1w.. 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Yt[a ol �rl � b11s lA� W�N� . IIM). IICbI � OO pII��T4yr fJ-0. I�Iny pql� �I�pnMr M � • y I�R Im1uY IC�. 11 1�I w�b �YI � Mln� � u• I YCJ SA an1� (�1 «�T lil r�'un fa�1WY NttWY a/ J�e lA �°^ f4'• rbui�ea � NI � h�^ romue. ro G , wl � 1.11 I�r . 0�1 m rw� roeliupb1 � � 1 rK��y �� 4., �u�,. ��,� ..U,. .,., , ... ,_,.,_ .�,. �...�,. . . .,.4,.� .,_ ,�o ,.,,��,� . , � ,. , �,. .« w,, � ,�.. .....4 . .� �:,�.,,� S5 GENERAL NOTES SECTION � NY �n I O.Y. b�u e� ��I w r.on.� un�� d � n ��. �.D. In� mr � �u�n � "° n� n I��UWY �I SI�1 � M� � � � (t5 Mb�nIW J�1 4�t I�e) • 1.3. 1� p.iu� n ",1 � 0 � ��I m �.iu.n n...�i u,u ICASI rnn rv[llm 0.5. tr�ln�l W flbr'WN iq MY�1 �M) �.I.C. �mYI1�C Oluv ¢b� IW _AI� t Y 41�� MI W�q� rrr v�4 � i y v1� � Y[Ywti RSl •1141� N[SI ~1M�N~11 l W4 • u�v[II fG Ilb�il�u fLY �J tn I.�.Q. Inlblbe �1 � IYS Nnrl � pO"°b Hr r tltr YcpviD K V l� .. .� .�,.. o� �,, � � ,�,.,�..,�, � .,. �,.,.. , -� ,. 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Ricrr� oF w�v —x—x— FENCE —•—�— ❑ TRAN.SFOFiMER � . TOP SOIL � BLOOCKWGOOD/ II -- �T-- 8TOFiM DFtAW �* � �T T WALL SECI70N WA1-I. SECTION NUMBEit REVLSlON WDICATOR Q --u-- &MYTARY SElNF3i u a SIGN �_ - SiiF�T WFiFRE DRAWN ' ASPFIALT PAVWC3/ SAND, PL.ASTER / OO MOt1�ENT QQ ROADBED MAT'� � GYPSUM BOARO - -W�— WATER LINE w � A�EiFAPfi � . '� � �' CONCRETE � BATT NSULATION - -- -- �-- ELECTRIC I..MIE � - -o-- C1AA$ WrE o O MAMiOLE � DETAIL BLOWIJP DE� AIL NUMBFR F1fVAT70N MAR1( Y loo•-0" �- �{Ef'► WHFRE DRAWN � BRICK R1�Ip �J�pT�p►� T ���� � T � �T� � � � CONCRETE BLOCK �"-� WOOD SND .. oRA1P1AC3E LINE •� O LtEAN oUT • _ _ _ _ _ _ _ � � W� RAM�A- r� ourFU�. � �w� � oe�rna cur ,�rm �- DE-IAIL NUMBER �,W�� .�.� 1 TITLE OF DRAWING 'tJ�� � �� � SEC'f10N �-- SFiFf"f PNMf3ER �1 1/4' - 1 '-0" � yq3 � CUT 3TONE � METAL STi1D �T� � r�u�i�•�• , "�- BOPoNG LOCATION � � CROSS REFERENCE � STEEt EXISTWG TO REMAW � - SCALE OF DRAWRJG I o m �oa X �(tg7NC TAEE /�� ELEVATION NUMBFR - �� �M� �� 1( TREE TO BE RE7vtOVED ELEVATIONS Q-j �� wHFRF DRqWN �StiEAi}W(3 _ _ _ _ _ REMOVE EXISTWG !� vr vr r � T�AT10N POINr - - - ELEVATION -- - — RFIATED DETAtI. NUMBFR RELITF� DE?AiL CIJf �� �--� DETAIL NUMBER ' a� BF1AW OR ABOVE \J�J`-- �`T NUMBEHS � BRICK � WOOD a D r�o�ni �tow "- ' = � � MASCNrRY `� � . � GLASS ROOM NAME NAME �� CONCAETE, � F1.00R BASE WAIl CLG. STUCGO r � _ : � : ` �"2.: � 9 . �.., �,., . . �� ,�, . � ;,a y � �: _ ,� ,. - : � :, . '� r [ B € �,.,�! �. �. _ , ' j � � -/!� - �'�/ ��c _ . . � : ._ „ P � � � � �; T = AO —_ _— -._ — . . __ __--- - . . — -- ' � - - _ . - - . - - . -- _- - . . . .- . FL00 ONCRETE SLAB ON VAPOR HARRIER ON 1" Cili.(tiPA➢V9' ON DIiYWAL1. TEXTURE ON �' GYP_GM P1E� I� CE,' � � — ? —_____-_ _ -` __—. _ —_ __- - .__ . _- I � � I� . � egerber � �c Z1�-O�� 25�-0�� 21 -0�� °i -�o WGID INSULAT[ON (AT ALL HEATE➢ SLABS) BOARD ON WOOD FRAMQJG �C� �, O C 1 a t e � � ON 4" GRAVEL I'ILL ON COMPACTED SUBGRADE .7 �.1 � n 2� i� � 'J� 8 � 3�� 18�_S�i lo�� ��_4ii (o�� TE WHERE F.XP03ID) SIAPE C2 - NILDEW RES[SfANT PAINT ON " N.R. � (SEAL CONCRE GIPSUM 60ARD ON N000 FRAYIlHC ([N Tl!BS �1 }-� } + � Ii�� �I 4�-I 9�-O� b�-S� IO� IO� XHERE SHORIV ON PLAN ri T� C 111 l. � C l.. S I 3'-9" 4'-O° 7'-3" 10" 5�-3° 2° 8� � � AND NON-STEA64 3HOAERS) � F2 - Fl P7THOUT 1 " RIGID INSULATION . C3 - PAINT ON DRYIfALL TEXTURE ON " TYPE "%" P . C' . �-" A. I . .� . � I F3 - THICI6ET CERAtdIC TU.E ON Fl G1P9UM BOARD ON 1 12" FURRiNG i ' ON WOOD FRAlSING .F, � �I F9 - THICKSN'f CERAl�IC TQ.E 1fITH EPO]CY GROUT :�1RCHITECTI,�RI'. ON Fl C4 - KNOCImOWN TEX1'UF2E ON DRYtlALL TEXTURE 6N }�[,,pNNING " GYPSUM BOARD ON 12" RESILIENT CHANNF�L3 I �Z F6 - " TONGUE-AND-GROOVE PLY71OOD GLUED AND ON XOOD FRAASING INTP�RIORS �I -N ? 1 NAII.ED TO WOOD 70ISf9 I N C6 - " VENEER PLA3TER AITH INTEGRAL COLOR � z • DECK � AIO F8 - 1" CONCREf'E TOPPAIG ON " TONGUE-AND- ON " GIPSUY BOARD ON AOOD FRAMiNG GROOVE PLY1100D GLUED AND NAILED TO WOOD �_l O P]O = O z2 �ro Co�� � JO[ST9 CB - " VENEER PLASTER NITH INTEGRAL COLOR �� � W � o'� � IT � 12�� W ON " N.R. GYPSIJY BOARD ON WOOD FRAMLNG Main Of1iCe w F7 - THICIG4e1' CERANIC TII.E lf[TH AIItE 1000 South Frontage Road West �� �, � � • POOL _ - � � RF.QdFORCING ON F3 C7 - TfIINSET W�RBLE TILE ON W.R. GYPStISA Yail, Coloiado 81657 7v 1'-9 1/2" z � goatt� (oR c�:t�N�r eac[�x aonan - 30'1/47fi-4433 ' ' � UP N '7'-� � z" FB - S[.OPE� THtC[6Ef CERAIdIC T[LE RCLH NII2E RE: SPEC.) ON FOOD FRAI@7G ^ RE¢iFORCII4G ON FATERPROOF MENBRANE ON I `f '0 � � CB - 1" X 8" TONGUE-AND GROOVE V-CROOVE WOOD � �� � / FB - THICK3ET YARHLE TILE AITH AQ2E f — 62!OGE � l9 6R � 3 O" R _ Z,_ , r BIDING ON NOOD FRAMING � ,/, r � S2 O S O�� � T � „ _ 4, O„ . REQJFORCR7G ON F9 ROOF �,-z„ W I � �I-� '/zll �' O'I z � WII2E REINFORCAIG ON NATERPROOF 1[ENBRANE WATERPROOFMG ROOFINC CELT ON 1 'I'abor Center - Suite 515 �9 � -z 8�� 4�-O� 8 4 -z 9 9 Il° 8�� 11�� `n � FSO - 9GOPED THICRSET NARBLE TQ.E MITH RS - SPLIT -FACE STONE RO�FING TILE ON SHCET Denver Office I N — � � 5 '/2„ _ MEI[BRANE ON F3 TO 3" EPL�NSUWT ON ONG "P�LYHOOD 1200 17th Street � _ N N FS1 - F30D FLOORING ON 1 z 2 1f00D SLEEPERS ON �A� ��771IN�N ON ROOF JW9T5 F7TH e- 3P �enV303C623r 3355�OZn"� N = - - � POOL GOPING � N F12 - CARPET AND PAD ON F8 PAVINC ^ O STEPS 6�� � 8 . - PI - CONCRETE PAVERS AS APPROVED HY - � - - - - - � WINOOW O � F33 - VINYL COE�031TION TII.E ON FI pRCFDTECT ON 8" CONCREl'E SLAB NMELDEL' O J� � O -� � � PLA.NTF_R -y � O N F34 - BOOD 7REA➢5 AND RiSERS 11Q2E FABRIC CONFORNING TO ASfN A185 `n RO T � � QO � QO QO QO � ��� ` _ CONPACTED SUBGftADE GRAVEL F[LL Otr N . . . - - . - - i � \ BASE � P2 - STONF. PAVING AS APPROVED BY ARCHiTECI' � ' � - � �- " "' "• ' ' � ' �• �� ' � '� � � � � � ' • ' � � � � � BS - X 5" CUSTON PROFILE NOOD BASE ON 4" CONCRETE S1AB N/IfEI,DED MII2E � . � - . _ _ . . . . . . . . . ' . '. ' � _ �, � qO� �,� � I 1 .. �9 FABRIC CONFORAQNG TO ASTN A185 WITH 41 V` � B2 - " x 3" CUSTOAL PROFII.E BOOb BA9E SNOWMELT ON 4" GRAVEL FTLL UN COl�ACTCD I � SR � 1C. ' - 4 - G" � GRA6JLASPACE VENT Z'_G° r suscaanE B3 - " z 2" PAINT GHADE NOO➢ HASE p3 - SfONF. PAVING AS APPROVED BY ARCHTTECT � • POOL - ��� � FLOO� I..IITN GALV. N ON 2" LIGH7'1lEIGHT WNCRETE IYITTi � 4T 12 = 4' - " � � .O. � B4 - CERAlLIC 71LE BASE O SWIM - OUT . � � INSECT SG2EEN � 3NOWA�LT ON N.P. MEMDRANC oN " TONGU�i ;� � AND GAOOVE PLY1100D CLUED AKC RAILED TO iv ��. , , OPERABLE LOUVE2. � e5 - e'� �nae[ e Tn,e aase eoon aoisrs +s d- { ' . I - . � , BB - 4" RUBBER HASE �_ � l 1 1 � � , -' � ' � . H7 - NO BASE �SCF.I.I.ANEOUS , • � . ._ . _ . .. .� . � - ^ . � C.�'"�J . � � _ ' ' � __ -' _ - ' . � � Y2 - 2 X B ROOCH-SA1fN WO D � I � � E(3 - 2 R 6 ROUGH-SANN WOOD � �� � I RAI.�S N4 - 2 X t0 ftOUCH-3ANN NOOU Y5 - 2 X 12 ROUCH -SAFN 1lOOD � N \ � � �- COLUMN Xl - CA3T IN PLACE CONCRETE FITH YB - 3 X B ROUGH -SA1PN NDOD � � I �-�o�� NATERPROOFING W�2" RICID IN9UL FROM M7 - 3 X 12 ROUGIi-SARN IIOOD I R6 STRUGT. I GRADE TO TOP OF FOOTING YB - 4 X 8 ROOGH -SAWN FOOD S � O . � I N2 - PLY�1P ODISF{E T NG 0� �D DSTUDS�BH M12 - 9 X 8zR0UGFtHSS wNWN��D � � I . i 3'-0° Z'-g" q'-q" I I�y w..i (O�-9�� O.C. X(TH R 19 UNFACED BATT INSUlATION 2113 0 % 0 A i AND POLYETHYLENE VAPOR BARRIER ]1l4 - B 7( 12 ROUGH-SAAN WOOD N15 - B A 16 ROUGH-SANN NOOD � � �j I O ❑ W3 - 5" to 8" NOIQNAL STONE VENEER ON M19 - 2" CI.E:F'P 9ANDSTONE CAP W�SCA!.ANT � � i � I I BIIII.D[NG PAPER ON " C.D.X. PLYAOOD lL17 - 8" CLEFT SANDSTONE CAP W:St:AiANT O I S}IEATH[NG ON 2 x 8 STUDS AT 18" O.C. E118 - 5" X Y' X " STEEL ANGLE � � O F.O. 1Y1TH R- 19 UNFACED BATT INSULATfON AND 1A19 - 1 " X 5" CUSCOM PROF[LE WOOD CASINC POLYE7IIYLENE VAPOR BARRIER N20 - 1" X 3" CUSCOM PROFQ.E FOOD CASINC I I I N21 - PERII�TER DRAINAGE SY5TEM (PF:R SO115 H4 - 5" TO 8" NOMINAL STONE VENEER ON CAST- REPORT) � IN-PIACE RtiINFORCED CONLRETE NALL ld22 - 6 Yil. VMOR HARRiER = Ed23 - 4" X 4" X " STEEL ANGlli � � � WS - TAPED AND SANDED " GIPSUM BOARb ON N24 - COPPGR FI,ASHING AND COUNTliR FLf4}iWG � O I - � I � NOOD STUD FRAYING (TYPE "X" O INTERIOR lL25 - 2" RIGID INSUTATION ON N.P MEMBRAtiE O V N GARACE FALIS AND BOTH 9IDE9 OF M28 - WOOD CASF,WORK RE'. INTERIOR GIE�'4TION° F p MECHANICAL ROOM ONLY) M27 - 4X18 ROUGFf SAWN NOOD �9 _ • GARAGE � raze - exiz eoucr� snwn wooc � I I NB - N.R. GYPSUlL BOARD ON WOOD STUD FRAMIYG � � 1 8�� ' .,i SHOMER ENCIASURE AND TUB DECK) / � I�M � (CEl�NT HACI�R BOARD AT TUB 3URROUND.;, M� 2. O�. I W7 - PAQdT ON Nl ^ C C I I � ' NB - PAINC ON W5 � L ' IL � � L ~OT � J A� ' I N9 - PAIIJ'[' ON DRYNALL TEXTURE ON N6 1 . AL6 NOTE9 ARE TO FACE OF STUD Oi: I�AC[�; Oi� � I . I WNCRETE UNLE9S OTHn'RAI9E NOTEC Wt0 - PAINT ON DRYIPALL TEa"fURE ON WB g, pROVIDE 3" FIBERGI,ASS SOUND ATCF.NGA7'i0k ' 1N ALL WA119 AND CFSLINCS OF HATHROOMS. W11 - THINSET CERAMIC T[LE ON WB � POIPDER ft001dS, CF.IldNG ANU PERI![ETER WAi..I.:: �,, OF APARTE�:NT UNiT PERIl�TER FALLS 0 . . IIII i � II i • �q Wi2 - 'OVQJ5F1i PLASTER FITH 1NTEGRAL COIAR STUDY AND AT COMAION HE�ROON XALI,S. � I 3. THI9 9ET OF ➢RAWINCS IS TE� S[�LL PACKAGF: COVERING FOUNDATION, FRA1@iG AND EX7'ERION �'� I II ' I WL3 - " VENEER PLA9TER W[TH INTEGRAL COIAR FINISHES ALL INTERIOR F1NISF�5, i ox xe i� .� O '�,�I MILLWORK, CA9E1lORH AND EXPOSED NECHANICAI. �� � I 1 , ' O • CRAWL SPACE I W14 - THINSET AEARBLE TILE ON WB qND EI.r,CTR[CAL WORK, ETC., WILL BE I 6 SPEC�D IIv T[� INTERIOR PACKAGE TO �O� _ ,O � ���i I � II � S�-O�� MAX. N15 - NALLCOVERING ON W8 (DRY1fALL F'Qd19H HUSf FOLLOA. ALL Qi7'ERIOR FIN[SH CfENS I FROM OIPT TO BE ACCEPI'ABLE FOR SIZING AND 1fALL ON�Y AN➢ 3�HALLPBE NS'fALLEDF�FORMATION I ( 71RECT�Y ' F.O. �Ol"70M OF �OISTS. O COVERING 6ELOW I ' Wi6 - CUSTON 1/00D YILLNORK ON W5 COORDINATED AS SHOFN ON TFiE INTERIOR RI�GE , II - � J PACKAGE. PEAK� � 4. DOOR SCE�DULES ON THIS SFIELL PACRAGF, SG'I' � I .".'��', � z -�O�' INDICATE S[ZE AN� TYPE FOR FRAMNG INFORMATION ONLY FURTI�R INFORl1A":'IO:� a:; _ , ' S '/ II IYZ� B�-H I�Z� b�-Z� �i S I %Z�� � ' TO FOOD SPECIES. HARDXARE TYPE AND FiMgH. 4 -6 7 -Co 1 I� �� G 2�� � � -10 l�Z�� 8�� 7 -1 �, . 8„ I 17�-10�� 8�� I CONTAIN�E�IN �THE�INTERIORS ACI(A E. t, z'� s i!z° s t/Z" iz'-o' Revisions : . I I � 6. COORDINATE ALL INTERIOR NONSCf2UC'fURAL � DROPPED CEILINCS 1PI7'H INTERIOR PACK4GL:. R �ZI ��I4 - ISSIIF FOR I . FL002 I . II� SINK � I e. cooenitaa're au. becctarncn_. nnn cu;r_re�c.v. PERMIT ��-O�� '��-�a�� P'� EQUIPMENT AND REQliIRED ACCESS PAtiF.L9 W!1'ti qOi_�O�i I ARCHITECI' BEFORF INSTAld_AT[ON. ql' -O" � � � � I / rtz� � � � ;.. � , , � . , `: . _ -' - . - _ - . . . . . c� �9 � �Q ` � � � � � � ,` � � �O Ot� .. � � - - .� _ - _ �, . �_�. : ' ' � � I � i UP — — � lfi qiy --� ' 3'-0" x 4+6w � • MUD R00 '�i ' Q� � MAx. 3 ' � I I I • ME ROOMCAL � 1 :� , � _�, -- � G2ALJL SPAGE • TitASx & AGCESS PANEL METER I 19 I . � UP . �o - r � I � ENCLOSURE � � � � - ����� - � I m =� 8� „ 8 � 8 F-o- '` � I _ ,n • LAUNDRY � I � � �'_g ti � o , • sTa1RS I � � � DOOR SGNEDu '_ E 11 II q� -� � . �, . . u . I " 2,-'„�E -,.=,.Gvw�..�_-_ . . 8X12 GALV. MARK D002 SIZE YPES G20UP �' i � .�c� --� �- � -2 I.J x 3 - � t" _ � � , � � � I EXTERIDR WOOD �' OPENiNG F��2 \ �9 � N r N G2AWL SPAGE VENT t � -6' x 7'-0" 000R FRa,Me eNT2Y see E�e� � � � � � _ � _ N`�E OO S 21 E�NG�LV. I 2 � -o" x v -e" o o o R F z n M e F2ericN 000z5 r-�ceo . srn�e � � � �:CMBUST�U�� AI2 � ,v � �q � ex�ee,oz u000 � -- I � � � � � OPE2A6LE LOlJVE2. exreRioR w000 N . � � N . _ .. . . .� . , . � . . . . . _ . . . �.,. - �y � _ . . . . . , . . . . . . . . . . . . . � EXORIOR WO00 F � � '� O' X 6' 8° 2ENCH DOORS I � • STORAGE � 0 4 (P2) a' o' x �' g" Ex�RO� woov RENCH 000zs �� ;v JUMBWAiTER� � ' ' � I OOOR FRAME " WINDOW SGNEDULE 5 2 -e x � -a �RENGH DOO�S � , ! N exre2ioz w000 � _ _ _ _ _ _ _ -= _ �� 2" �� I _ _ _ _ _ _ _ _ _ _ _ MARK WINDOW SIZE VEN'i 2EMARKS G 3'-O" X o'-8" ppp� F2AME F2ENGH OOORZ I ���� � � Y � � EXTERIOR WO00 ` � 8 � � -� � �. � ' � B 2 �O° X 3 O" V 8 9' �_g11 x 6�_8„ OOOR F2AME ENT2Y SEE ELEV. � _ -4° V.V 7 2 I O 4�_0�� 4� ��� � . . - ` N X1 O 8 -7�� _ I A (Z) 2� 4�� JC Z -Q" x ��-6° PK GARAGE Gp,(ZAGE SEE B.LEV. OOOR F2AME `r Al0 � . � � � . _ 'fl � C 5'-O" X 5'-0` V,V 9 Ib'-0" X 7'-�" PK OOORRF2AME GARAGE SEE ELEV. � p (2) 2�-G° X .'�'-8° V,V 10 (PR) 2'-G" X G�-8' PK ExTERl02 WOOD �ASSAGE SEE ELEV. II � COOR FRAME � E 9�-4° X G'-4" F 11 1'-G" X 6'-b" �NTERIOR WOOD DEAD60LT F.R. , _ . . . . . . . ' . .. . . . . OoDR F2AME �-_ - _ - _._ - —_- _'-__ _. ' � �. . ' � ' � . . . '. �. � WYE210R WOOD I N . . � � F 1' 4° X 2' 4" V 12 2'-O" X 6. 8� Do02 FQAME P2IVACY 4 1/z" I 1'-O'� � 6 '� - 4 ' X 5 -O" U 19 2 -4 X 6 -8" INTERIOR Wo00 PRIVAGY �, � � a. O° 17, 7 IJZ' � J' q , 7 a�� A'O 14'-G 1 /�Z�� � 18�- G° ��'-r°�� INYERIoR�W000 p �_ _ . __ __ _ yM1__._ H 2 -O° X 2-4" V 14 2-4' X 6'-8" ASSAGE - -- - - - � Of�OR FRAME . PoCKET POGKET fl3te : l' . � � � �' 4. : 4 -8 X S'-Z" PK. V,V SEE ELEV. IS 2 -4 X G'-8" OOOK FRAME P2IVAGY 4.-O" X 3�_O�� V IG 2�_4�� X G.-8�� POCKEr POCKET � OOOR F2AME � 4'-O" X I'-O` V 17 2'-8" X ('-B" Ex"ERI02 WOOD DEADBOLT � 000R F�nMe Project No - Ir��%15 .�^G L 8'-O" X 6'-4" F IB 2'-8" X G'_B" INtE210R WOOD ENT2Y F.2. OOOR FRAME �✓ 7'- " X 7'-4" F !? 2'-8" X (o'-B'. 'NTc2�pR WOOG PASSAGE 1 LOWER LEVEL FLOOR PLAN � ,TE�,�RFWOOO llr�wn by � � � _,: r�l (3) Z'-5" X 2'-8" V,-V.V ELEG. OPER. 20 2'_8" X Co'_8" DOOk F2AME PRIVAG7" 1 ;4" = 1 0" 2�_a" x 2 _a. v zi 2�_e�� x 6-8" �ooR�zAMe �A�'::rf ��+ z _4 x 3 _4 v zz z_e° X ��_e" �NrEZiorz wo �ireay��:au �: ,��a . . Checked b % . r��_i � oaoR F�A . . � � , � � c -��- ex�rezioz wono� � i � ... (2) 1' B° X 4' O" V.V Z3 . 9' O• X 6' 8„ GOOR F2AME � .. �2801_T , a `• 'r,�,- � a�-a" x s'-o° F za Nor useo ' � �� Shc �� L Of z,_4�� 3� 8" O" X �_ g� ExTERiOR I.JOO , .. 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I OO � — _ _ ' ' _ I , � — � � BUNK ROOM , GUEST ROOM � • VESTIBULE N 0 � � I 6 I o T � ��M '� � • HALL ` � �' , � O.CONG. � "' 100'—O' � �� Revisions : � � OI ;� i UP • APARTMENT � Dn UP N � � �n 8/ 22/94 - ERMITOR 4 _p _ O 4 _ I •.� / , ; `� �, ,�B.��U� NK ROOM � � i, � I . - 1.�L'iY�WJ-' . (V I � � \ 7 � I �S I I � ' I • ENTRY -N �n �io � , j � � O � � - � i � i " " I I � � 6 • BUNK ROOM ONE �. I o = N * I � � � - . � .�„ , I —_— � � N � II � � 6 � � _ � N C �' � � s • TNOK RsANCfY � I I OC � N � _ 1 � � '. � � � � � ` n J , N � �i „ L � � ; . �iF� � N — i r � I � . . . . . . _ . �- � ' _� �\ �� C�L1ME31.JAI1"E2� j� � F �V � � �.�� � � — - - - - - - N - - � o ,�,� � - - - - - - - - - — J * -- - � 'n C � (V O 2 i C� At0 O — — — 6 - � � �� O � E N I �i Dn / _ �i i i - -- - f N aT II II � N I I � Date: �; �z2 ;� '� a ��_o�, i �, i �'-� Vz�� s � z�� ��o � Project No : �8o1� .CG " I � ' - 2�_8,� - __' tb O G J � , , , I - - -- � - - - - �- -- , :. � - - - - -- -�k- 'k _ -- --- --- -- -- —r� a .�- .= . ENTRY LEVEL FLOOR PLAN - .- ; , �he�ke� �y, ,� ��, , 1 , , 4.. _ , ._o.. ; �. ; � ' � Sheet Of ; � � ����°/� � y� A3 �,�_��� � � Pierce , � - _ - - - - - - - -- -- � � egerberg �C ' �� -� zS-o Z,�-o�� ,� � associates , �.- - - — - - , � � A�o �— `— � — _architects � z P . C . - A . I .A . Al0 I �` ARCHITECTIJRE I PLANNING I?vTERIOR� 'v i ' Main Otfice il � � m 1000 South ['rontage Road West � Vaii, Colorado 81657 303/478-4433 I i09' —'�° TO 10°.'—'." � �2AWS # Denver Offire ' t Tabor Center — �wtc :� ! :; � 12D0 ] 7th Street. � Denaer, Colorndo 80202 � 303/62& 3355 � 2'-7 I/2" ` 2'-9 �/4" 2'-3 �/4� v II 3�_��� 1O'-8' , r ' i N O � O N ' , O O �� O � � _� I � � 2'-3 3/4" 2'-� ' /4" ._ � I I O _ ' -'7 ij2° � ID'-g, O 3�_��� / \ I � r t ] � — — — — — > > ' ^ ti — — — — � O — — — — — — — — \ — — — II � * - � �� � .,, � O I � � � ' � � � � , a � o`� . 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' � � . �� �; • PANTRY � � • STUDY � I . � 14 , ` � - M26 • CLOSET 2 b �I / � 11 - � � � � �� / � �_;,� � � � C��. DU�1�',I.J �- ' �_� n - � ' , _ r = , ^ � � _ �, _ - - - - _ --- -_� _ ,_ , 0 � 0 , -�` _ N �n 1 � I I — H I � N — � � I � � O � � O / � � � i � - i G � �n z (V A10 p I F.O. F.O. - - A` I � n �/z° I 3 � i�2 I I I � _U„ 9'-11 1/2" I � _�11 3'-G 1/2" 7'-11 1/2' 7'- 8' O" �'-q I/2" 6'-2 I/2" � � S 1/2" 1'-10" 5 1/2" 12'-5 1/2" � I /2� � S 1/2" 8 � 5 1/2" A10 1S' ' , _ �� � , � _, S 1/2' 3 1/2" -S 1/2' 10'_�' � �,� 8 _� � * '� Date : � '�2 �' q4 2P-O" z5 p Zt�-��� � Project No � 18015_00 ���'-n _ _ - - - -- - '� Drawn by : r �_F _F�- , UPPER LEVEL FLOOR PLAN � ' `� ' ' ' `�'' � . � � �� ;�, � � Checked b }� � �,-':; -- i : a.. _ 1 ._0.. � ' ; ; ,����C �/� �i� Sheet, Of i A4 _ _ . _ - ec -. � . ��� r� l ! . iT .—��-�`�_ . . . � . . . � � . - . . . . _ � " STEM hOTES f ' iercc , �� ,��� ����_n� � < 1G e � - coxcae�re s[.ne o� vnroe e�rs�Ex od i� C1 - soaan �oa �"xouili unvihc;;" ✓� , ;�� � `� S O b at P �C�' R1GID QiSUUTlON AT ALL HEATGD SIAB3 ON 4" GRAVEl. 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CYP9UY BOARD ON 1lOOD i�RAM!1G - F7 - 17{ICR�T CERAIIIC 7'Il.E W1TH FIRE � 000 aUUlh F�onl,ege kVati Wesi REQJFORCING ON F3 C7 - THIN9ET E/AIiHLE TII.E ON N.R. GYPFI '.�f Vail, Colorado B1657 BOARD (OR CEYENT 6AC7�R BOARD 307;47B-4433 FB - 91APED THICK3Ef C6RAl11C TQ.E 1/I171 IPII2E RE: SPEC.j ON 1lDOD FRANINC REINFORC[NG ON AATERPROOF MENBRANE OF F3 CB -� 1" lt 8" TONCUE- AND CRODV[ b :;IdwvY: w��o� ' SNING ON MOOD FRAMINC F8 - THICIfSET NARBLE TQ.E 1fITH N[RE REINFORCING ON F3 ROOF FIO - 9.OPED 7'E{ICK9ET 11ARBLE TD.E tIITH RI -� SPLIT-FACE 9TONE ROOFING TII.E Uk sllt:E'i ���' ��°�'�� ��f���"� 1RRE REfNFORCINC ON AA7'ERPROOF NEYBRANE AATERPROOFING ROOF[FG h'F'. .T D♦ I T�HbO" CetICEr S�IIP l� l � � LEYBRANE ON F9 ` C.O.X. PI,YNOOD SHEA7F�.G tANINn'fF:D 1 !',00 17Lh Slreet. TO 3" EP 5 INSUI.ATfON ON " PLYNOUI) Uenver, Colorado 802Ur Fll - NOOD FLOORING ON 1 z 2 WOOD SI.F.EPER9 ON ROOF 3HfiATHiNG ON ROOF JO1ST5 1P!7'H R �n 703,�623-3355 P3 BATT INSLIATiC�n t F12 - CARPET AND PAD ON FB PAVP7G � Fl9 - VQJYL COYP031TION TII.E ON F'1 P1 CONCRF.TE PAVEItS AS MPRUVE� BY � ARCH]TECT ON 8" CONCRF.'I'E SLAB MAYELUY�n! � �� II F14 - W000 TREAD9 AND RI96RS '�RE FABRIC CONFORI[1NC TO ASTN A1B` ' VPITH SN0111(ELT ON 4" GRAVEL PILI. �)'� � � COYPACTED 9UHGRADE BA9E ?2 � STONE PAVING AS APPROVED BY ARCHPPEC'I' , � — — — — — — — — — — — � BI - " X 6" CUSfOY PROFdE F00➢ HA9E FABRICCCONFORI[ING TO A3ET1a AIBS NI'I'Ii � I 5—�r'��� 4 -�T' A�-F�- J� �� I `� B3 - .. : 2" PAIIiT GRADE AOODOBASE�E 9NOX4ELT Oti 4" G3UVE1. FL(.L ON CONPA:T!�.'" 9UHGRADE (123'�S"1 (123t7'9 � � P3 N�2E IdCV�liT1/E cI x�coNCx�ere wrn��c � I N B4 - CERAISIC TILE BASE SN01lYELT ON N.P. 1�9dBRANE ON " T04G�.'P: � _ _ _ _ _ � I I � _ _ _ _ _ ^ 85 - B" YARHLE TQ.E BASS � GROOVE PLY1l00D GLUF.�I 4V"i �A'!.F,G '. \ W000 JOI319 B8 - 4" RUBBER BA9E � / \ I I / \ 97 - NO BASE NISCEI.IelNEOUS � �� NI - 2 % 4 ROUCH-SAMN wo�m ![2 - 2 % B ROUCH-SAllN WCGU N3 - 2 X B ROUCH- SAllt4 NODU � . � � � � NAl l S N4 - 2 7I i0 TOUGH-SAWS NG01: � N6 - 2 R 1'L ROU(iH -SAWN NOOU T � B1 - CA3T IN PLACE CONCRETE 1RTH NB - 3 X 8 ROUL'(t -9AXN A00� I RATERPROOFING N/2" RIGID Qi5UL FROY N7 - 3 X ] 2 AOUCH - SA1fN NOOL SPRI�'IG PT. � S RII'K� PT. � I GRADE TO TOP OF FOOTING yg _ q X B 60UCH� 9A1fN AOOD O / � - / ° AFF 172 - 3 COAT SfUCCO 1P[TH ERPANOED YETAL 1[ESH M70 - 4 X 12 RoUCII-SANN tlOOG I (1�7'-6 �S/D") CIT�'-5 5/6� OVER BW,�QiG PAPER ON " C.A.X Yl ] - B % B ROUGH-SAI/N NOOD � � I PLYIlDOD SHEAT}lINC ON 2 x 8 9TU�3 O 18" N12 - B X B ROI.IGN - SANN FOUn O.G 1 l I T H R- l 8 C NF A C E D B A T T i N S U W T I O N H 1 3 - B X 1 0 R O U G H -S A M N �f 0 0� / \ � ANO PULYETHYiENE VAPOR BARRIER Y19 - 8 % l2 ROUGH � SAMN NODU � l J F:1� ¢,_�'j� N 1 5 - B X 1 8 R O U C H-S A R t r 1 f 0 0[1 v 113 - 6" to e" NOYINAL STONE VF.NEER ON L1fi - 2" CLEFT SANpSI'ONF. CAP A,SF,NaNT /� M�� BUILDQJG PMER ON " L' D,R. PLY1r00➢ L17 - 8" CLEF1' SANDSTONE CM 1/,SEAI.ANT � � w 9HEATHII�7G ON 2 z 8 9TUD5 AT IB" O.C. N1B - 5" X 6" X " STEEL ANCLE O L • 1lITH R- IB UNFACED BATT TNSULATION �ND N1B - 1" X 5" CUSTON PROF'nE WOO� CASI.NC .— G O P P E R 9 POLYBTHriENE VAPOR BARRIER 1120 - 1" X 3" CUSTON PROF[LE NOOD CASINC rH�"�hIE7 �� I 1t21 - PERIYETER DRAINAGE 3Y9TE4 (PER 30IL:. � �! �AP � � / 1 f 4 - 5" T O 8" N O Y I N A L S T O N E V E N E E R O N C A S f- REPORT) � � W� IN- PIACE REINFORCED CONCRETE 1fALL 1122 - e NIL vMOR BARRIER � O N23 - 4" % 4" X " 9TEE1. ANGLE N5 - TAPED AND SANDEO " GYP9UY BOARD ON Y'L4 - COPPE:R FLASHING AND COUNTER FWSHING M'Id — — P'YL4 I 1100D SND FRAA�JG (7YPF: "X" 6 INTERIOR Y2B - 2" RIGID INSULATTO� ON 11.P 1(F.NBRANE • T.O.PL7 B RID6E �i�� � I 19�2 1/2" AFF � �% 11ECHANICAL ROpA1 0� �ES OF L27 4X BD[OA9F.WO AfPN WOOwTER10R ELEVATTON3 (1 2 0'-3 1/2'9 J I aeze ex� z aoccit sawL woaa � � GB2g�7 �j7 AB - N.R. GYP3UN BOARD ON 1POOD 9TUll FRAN]NG � ^ � �� N I (CE1�NT BACKEFi BOAAD AT TUB S['RROUN��, I . SHOAER ENCI .O`iIBE AS➢ TI 'B Q.°.CKi � � :'.1-1 � W7 - PAINT ON R �. � W9 - PAINT ON w5 � I � I F9 - PAfNT ON URYNALL �iF:k'fCfiY i;t Wr. � I T.O.PL7 O RiD6E T.O.PL7 .� R 6E N10 - PAINT ON DRYAALL isxrcae oti na � 14'-�3/4" AF� 14'-7 9/4" AFF I F31 - THIN9Ef CERA![IC TILE ON MB q23'-10 3/4'9 � (123'-10 3/4") 11iz - " VENEER PIASTER 1fTTx [M!'EC,Fi?i ro� c,�t ~ 6 C�252.9'7 L8252.°I'] RID6E — ox ss � xia - .� vEnrmi ausrea � �nrreca.�. � u,�>�; W ON W8 I � � I F14 - THINSEf YARHLE TILE ON 116 � F36 - 1lAI.LCOYERING ON RB (DRYWALL F1Nf�li M�: S7 . I I BE ACCEPTABLE FOR SIZING AND 1IAI.I. �� �� COVERW G V � W ! �: r".!:?TOk w00� ld11�.WOkK ON N6 I I L I � HG\ 1JlOf1 � . ��' I 8 � 'L'2 '94 - ISSUE FOR I � R� � PERMIT q p, "�24 ^� � ` ^�24 I 1YP. /,� I �W � 412 412� I �' _ . JP� GOPPER GWMnEY � � . , . 4 .� _ GAP -� r 7 �P _ _ ..� � ^ � •. _ -� 2. ARROWS POIhT DOW` Wa2.% I 3. DASNED LInE REPRESE' �': PUILDIn6 OUTLIhE SE�CW GOPPER I 4. GRIGKETS BEHInD GNir''�=" GHIr�nEY GAP SPRlftib PT. SPRII`I6 PT. �'-2�AFF MASS TO BE 412 PITG �- �-2"-A�� 14`-2" aFF ' c116'-5"I 5. RID6E NEI6NT ELEVAT�OrS — — — — — — — — — — —� }' / 1123�-5"1 (129'-6"> ` `� �- — — — } — — — — — — — — ARE TO TOP OF STRUGT��. _�- SPRII`I6 PT. P�TWOOD SNEAT�ill76 f1�"�") �— — — — — — — — — — — -�-� `` I 6. GOfYT. RID6E VEhTS FOR a" " : �* � VEnTILaTiOn W/NERE REQ�D. � � I � ELEVATIOnS Ih SQUARE SR4G�. �� —� RODF TRU55 SELOW � C J ARE RID6E NEI6NT5 II` , _� b � �r - = - - _ _ _ _ _ _ _ � � i EI,_FV -�'"iO�iS �2r: SITE P_ ;'7.�, I `rJ ♦ �)iitP. : t5 ;'� L � .' � `� d 1� I'0� 2CL �0 - li',C .' �'���.r�%[� I)rawn by� � r�'�.E i � �Q�.9f1� �� N��� 1 ROOF PLAN . �� . ... .�r � a � he �k�� � s� _ _ � _�� � � `,., . :I iJ. I�� <' 's � 4 � 0 �� /� � � ';r; i 1 j �. n /,///,����/� .�, � hCE'i � � s� A5 Sl'STEM NOTES Pierce , Segerberg & R� Spaeh Mf - CASf' IN PLACE CONCRCfE 1RTB 1fAT@tPROOPQiG 1!R" RIGm IN9UI. FROY Architects CRADE TO SOP OP FOOTINC � 112 - 3 COAT 3I'UCCO 1IITFd E1�AND8D I�TAL 1LESH P . C . • A .I . A . OVER BWDII7C PAPER ON " C.D.X. PLYIlOOD 9t�A1HING ON 2 s C 9TUD9 O le'• � O.C. 1fTTH R- 19 UNFACED 8ATT IN9ULA770N AND POLYEI'FIYIENE VAPOA HARRIER ARCHITECTURE M3 - 6" to 9" NOYIItAL STONE VCNEE N PLANNING . BUIIDING PAPER ON " C.D.X. PL�D INTERIORS st�rnm�c oN z : 9 SfUDS A7 IB" O C. 1f1'1'H R- IB UNFACED BATT Q:9U[.ATION AND � POLYEI'HYlENC VAPOR BAAR�R Main Otticc w4 - 6^ ro e^ eramau, s7otre vet�t rn+ cnsi'- II)()0 tiouth Frontagc Ru:iJ W r,i II7-PIACE REINPOACED CONCRSfE 1fALL Vail, Colorado k 165 ? . 1f6 - TIPID MI� 51NDZD " GYPS•JY BOARD ON 1Q3 � 476-443 Z ♦OOD 9TIfD PRAYIlVC (TYPE '7t" O Qi?ERIOR GAA,�GY fdI75 �ND HOTH 9IDS9 OF 1�CNANICAL ROOY ONLY) 118 - 11.R- GYPSUl1 BOAAD ON 1/00D SfUD TRAYINC Denver Ot�ice �O��T��9���,�T������U�9� I ��abor Center - 5uite S I S 1200 I7th St . n - PAttn' oN st . Dem�er. Colorado 23020? •B - PAQiT ON 116 303 : 62)-335$ 11B - PAINT OH DRYI/ALL 7IXTf1RE ON 1!5 1f10 - PAIN7 ON DIMAIL TE%TURE ON lf9 - � 1111 - TNINSET CSRAYIC TII.E ON 1!B . . , 1f12 - „ V6NE0i PIA.4TER 1IITH QiTEGRAL COIAR ' ON 116 - . 1f13 - " V6NkTR PG9TER 1lRH QiTEGRAL COIAR _ oN �e ' i xu - rxuaser u�eLC �rae oN �e � �� � � �� _ 1l75 - 1fAL.COYERQ7G ON 118 (DRYwALL FIN6H YU9T � � BL ACCBPTABIE FOR 9IZINC AHD IIALL - • - �,_ COVCNQ7G �.-�� ` 1f/8 - CU3fOL 1�OOD 1[01.1fOAK ON 1f5 . i .� , - . _ - � -..� . - -- _ _ _' _ � " \ " \ .�� ' � � CEQ.ING , . .. . - � � '__ . - -i'_ _, � / I � . . �, ' . `- .. CI ' BOAAD�NDeooD Frsnu GIN � _ �. ON " QYPSUH � � \ � L '�� � . _. . . � \ . . \ / / ...i I �� �.\i . _ . _ - � _ f _ . .� . _ . _ _ _ . _ .� _ _ _. - . - i C2 - GYP9U11RESISTAN N wOOD �N IN TUH9 I L X.R. � � , V �_ . �C=� � _ . . � � o�xD o �u a cu+ _ - _ � _. � � � : �', . � � - --r � � � � � ' AND NON- �9TEAY SHONERS) �I �- � � . -' _ / „ � � �- � - __ - I � 1� i, C9 - PAtNT ON DRYIIALL TE%'fURE ON " 'CYPE ��A,. `_-. _ i ��_ � � I i �:�� - � � � � �I � � - GYPSOY BOARD ON I 1/2" FURRWG � W2 / � l � � �}� � �- ��`�� , ----I. _ �— { ON 1f00D FRAI@7C O 12 i' � /� � � / - , -, � ,. �.., � , � , � I 4 �� i/ � :-:'- _ � -~- . _ _ . _ . . - `� � \`� ` - � _ _ , __ - _ - � C1 ON 1IOOD FRAIONG iB RE9�.IHNT CHANNEIS �.� � / � � _ � , , _ _ _ , _ - , , Y J � �� f ��-� -� ' _ ' _ �� KKOC7m0RN TEXTURE ON DRYN.U.L TEXTURE ON � A " GYP9UL BOAf�I ON , f - ������� ,. -�- � �- _ � .. � V Q � - f ��� 1'+ I � 'M2 _ _ . NZ F'1`L : �� � -- _- _�-- �` `•� ��— _� CS _ • YENEER P1A9TER 1R7H QiTEGRAL COIUR � ' '' _�_ � � ��[, � f ON " GYP3VY BOAR� DN 1f00� FRAI@!C '. . -� - �! ' '. , . - - _ . _ �" - _ l. I . - y � �\ `� \ \ � . -- � \ � � CE - " vENEEN PIA.4TER 1fITH QiTECRAL COIAR � � O . � / �/ _ _ . , � - � I � I I ��� '�1 y - - 1� � . . �- .. �� `.� �� -� .' ON " II.R, GYPSW BOARD ON 1f00D PRAYING � . -� � ' ` . � _ _ ` .�. ` \ � .s ^ � - � . � � 1 '� _ _-` �` C7 - TF@9Sf YARBLE TILE ON 1f.R. GYP3l:Y � � ' \ � W L � - - - - �' _ 3 soiu+u (oa ccu�r enc� eoutn - � O ' I / ! ` ` � - �_- - -- . _ _ __ \ - . . . � . , fi8: 9PCC.) ON 1lOOD FRAIQqC � � ` _. � - 1 i ' _ � _ I I / � � � � � /r I =�. . _ - --, '� I � ' ` - ` - � - =� 1 CB - i" % 8" TONGUE-AND GROOVE V-CROOYE 1f00D / � i _ i , � .� . I � .. .' . I � - _ � I I - _ - _ / f�. �� 1 - . _ H i i 9mIIiG ON tOOD PRAI[ING , � _ II �-� _ 1 "� , ! r- I M � 1 __ _ ROOF w . i . . . . 'I , ; i : i i . _ . . J I �, �_ -- I �. . - . � � . I . Rl - 9PLIT-FACE 3TONE ROOFINC TII.E ON 9F6:EI' � � '..� �. ��� � � . .••� _' :.,� � � ° V � � �`^ �.... ' � �L. A � 1�I�RANE 11ATERPROOFIN6 ROOflNG PELT ON �� � � � � � � � �� _ �� " CDR. PLV1r00D SHEATf4NG LA1(RJATED � J �' I I I - - - � — 7'O 3" E.P.9. INSUlAT10N ON " PLYIIOOD � I �. � , . -�� ,� I . , � � � � I , „r � ' � � I �(o �— � � � ROOF 9H&ATHING ON ROOF JOISfS 1117H R-30 � _ _ � I I I . I � �� =� I � � � �� � M L . BATT INSUlA770N _ - I � �� ` � � � . � ,/ M5 � , � � '= '� � � �� � IF - —° - - -� _ - - ' ( -� -Nii�, _ �� - �- - — - - SYSTEM NOTES Pierce , Segerberg & ,,,,,s CEOING Spaeh 111 - CAST IN PLACS CONCRETE 1117H C] - PAQ7T ON DRYIIAI.L TEX1'URL ON " GYP3UIL 1fA7EftPR00FMG 11/2" RIGID IIi9UL FR01[ BOARD ON ROOD F[GIIING Architects CRADE TO TOP OP FOOT[NG wa - s cos� srucco nrrx c�rnumen �r�u. rasx Cy C�YP9Ul1 B�OARD ON MOOD �FRAYINL'R(IN TUBS P. C . • A . I . A . OYL+R BUDDII7G PAP6R ON " C.DX. AND NON-STEAY SHOWERS) PLY1100D 3l�ATHING ON 2 : e sruus o �e�• O.C. 1f17H R- l9 UNPACED BATf QISUTAflON C3 �- PAIHT ON DRYIIALL TEYl'URE ON " TYPE "X" � AND POLYETIfY1.t�aE VAPOR BARRI6R GYP9UY BOARD ON 1 1/2" FURRIIJG ARCHITECTL' RE A � � � ON ROOD PRAI@IG � I,e'� �' NIi1G !� O 1 �a - s• �0 9" N01[II/LL 31'ONE VCNEER OH 1 N T F. R 1 O R S ` BUQDIIfG PAPBA ON " C.DX. PLYlI00D C4 - KKOCImOIIN TEICfURE ON DItY1fAW. TE%TURE ON /►V \ SFiEATHIIiC ON 2 z E SrtID9 A7 f6" O.C. " GYP9UY BO�ItD ON 3B" R69Q]EKf CHANNEL9 � ./ 1l17'E! R- 1B UNPACED 8AT7' Qi9UfATION AND ON 1f00D FRAYINC A • �• Ol POLYSfHYf.@TE V�POR BARRffit �S - „ Y&NECR PIA97HR 1117H Qi7'EGRAL COIAR ylaln 017iC� �..�.•� IIS - b" tt7 6" NOYQ7Ai, BTONE VEN@t ON CASf- pN " G1P9W BOARD ON If00D PRAYQiC IUqil S� iuih Frontage Road �l'csl I _ I . . .I �'�/ �\ \ - IN-P4CE RBINPORf.'F9 CONCR4R 1lALd. � v , . - c,UPF'ci� �� "�NE � �-r`�`" �;iiL ('olorado 81657 C8 - " VIIfECR PII3TSR RITH Qi1'EGRAL COIAR I� � � �� � .. 116 - 7APm AND S�ND6D ' GYPSUII B�ARD Otl ON " 1lR. GYPSUY HOARD ON 1f00� FRALINC ;11 i 17(t-04} 2 �� � � � 1100D 31VD PR�1@1G (TYPE '7I" O Q7TEIa0R ' -=i � O ��� w�� � � �� OP C7 - THINSEf YARBIE TILE ON 11.R. CYP9UY - - . '�r� - , � D 1�CFIANICAL AOOY ONLY) DOAAD (OR CE1�NT BACKER BOARD - � . ` � � I�.-- ~ �_ ..� ' Y ! q� . � ` 1'�: 3PEC.) ON 1f000 FRALWG i- 1 - --,: � - _ . _. `,, 1 1 8 - N.R. 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TL%TVI� ON 1/8 . �RE ►ABRIC CONFORI[ING TO ASTL AI&S _ _ _ _I� _.1 _ _+ ` - __ � ' . ="' i- ./� , \`, �` ,\_`.__ . _ _ . _ _ __ _ .1 ^ - __ ' _-- . . _ - .. j El1 - THINSEI' CffiqYIC 7'DL ON Td � � COYPACfED 9[7BGIUDE '' /� � . _ }"' _ \` i � i ' I �.J L ' ��� P2 - 3fON6 PAVINC A9 APPROVE� BY ARCHITECT '--7-{ VE �! - =- . , _ \ IZ � � � �� II i' I ON 4" CONCRL�'fE SLAB 1//1lEIDED 1fIRE 1 ' � I Z � . � -�. F � � � 1fI2 - •, VENEER PIA9TEA 1lITH 1NTEGRAL COIAR �. r,. 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Sacept where noted othervlae, all Y' lumbar •�all 6e Douglas � � l Fir-Larch S45 No. 2 nnd better, and nll eolltl tlmber Se ge rber g & SOLI � TJI �L�.'� • I �I Gd1�T, T,� � Qit� bewma and poete ahsll be Douqlsa Plr-Lerch No. 1 . FW�2 �Oh�K,�i Q C ��I � GO � N F � Q9T � � , �jEE SEcT. ?/55 . - Jo �S7 OQ ��'j �, K i.U, DESIGN LIV¢ fAADS : b. Stude ehell ba Stud gredo and better pouqlae ..�-�=�h . S aeh i� I � 5 ^C � SINIPSON � LJ"( q � �70qQ0 � -�YP. e . Roofe------------------80 P9[ e . Top and bot[an pletes ehnll be Douglna Pir-Larch t2 and bettez . � XZI � G ,`I' NTIIp �G , � � : D . Ploora----------------{0 PSP d. Drovide aolLd blxklnq at aupports foc wood }oleb . Mlthln floor Architects � PrY P � U L(,� ; C'Q ' � � Y P' 9� 4 Gb ,J E LS I � ! � ' � c . Balconlae------------------�00 PSP jolate epecee baneath eolld ot built-up column� noted on plene , p ARAILEL ? .�I,ti � N PY P P � ' I� - � r- - - DQIL � G i i0 � . d. eaeic Wind Speed-----------BO MPH ( 6xpoaur� B ) blocking of area equivslent to column nbove ahall 6e providad . I" . C . • E� . � . /� . I qp �. _ ��� '� CA NG I.�!.LL ( SET � � -- -_ - e . Seismic Zone-- -------------1 a . Pcovide wind/eelemlc anchor at supports for ell roof joiete and '�Q - - -- - - ` - Q�. R$ � CPDXY -� trueaed raftare . Anchor typa ohall be approvad by tha Btructural � 4` �r . _. I ' � , � � � � �+.\ IOUNDATION uas�cn : snqinear . ARCHITECTI: RE �� � � � a . Deeign o[ inCividual and continuoua footinqe Le baeed on an f . Hxcepe ae noted otharwise , minimum nnlling ehell be providad ae P LA N NIN (. � , . _ -__ _ _, aeeumed ellowable bearing preseura of 2 , 500 lbe . per equare faoc apaclfied ln Table No. 25-Q "Nallinq SchaAule^ of the U . B. C. , ^ � q��� I - �0��¢ � � � � �� 4� �� - - - �� 1 - � I 1 - -- � - - 7I ( dead load plue full live loed) , pleced on tha natursl undieturbsd 1991 edltion . 2 x 6 etude ehall have 3-16d nailo each and. IN TERIOR S - V , I - III - P j � eoil , or compacta0 structural flll , below fzost Gepth . q . All plyvood floor snd roof 0heathinq ehell be ae noted on the • • G ONT 2x �y � - � • • b. Soll condltione and typee e�all be verifletl by a repreaentatLve drawlnqr . Nall and glue plyvood floor eheething to floor jole[e :-�CEA7E �� Wj ��� ��.� ri t0 C,JNT, /��' 3�4� c� �2 �„� p � - INI�'C, EN S „A � ' ,, � the SoLle Lnglnaer duzinq rxcevntion. vith adheaiw conforming to U . B. C . Stnndard No. 2s- 19 . Main Otficc A,�, �9 �. 48bc. � , � EQaGG 1.�� 5/qii � �¢ G _� � �. . ED �+ E i� a � A7 SEc - � �: � �,. � Gi h . Trueeed raftere, or manufeciurad joiete , ehell be deeiqnad by s 1000 South FrOnl'dgc Road W'esi 'SYP. EXP ANcN'S . ( 4T MIN P`NG � C SuPPoQ'C FOQ �.IA � L � EINF. 1itINFORCED CroNCR6TEi Colorado [eqletered engineer to eupport the full uniform deed Vail , Colorado R1657 EM�ED. ..: 12 �� 00. a. All concrete deeign ie baeed on Che "eulldLnq Code Requlramente snd llve loede and eny other euperimponed loade . Web arrnnqement . ) � — 303 � 476�431 �OP{ E V E N E E � - P-- � �� � = for Reinforced Concrete^ (ACI 318-89 ) . and member forcee ehell be dotermined by cho fabricatoc . i �� E `� �" � b. All etruc[ural concrete ehall Mve a minlmum 28-day compreeel�e Straeeae ��ell not ezceed thoae ellovaC by the U . e . C . , 1991 PEQ AQC -� L . v�v � (. (fIIK4, � ?/;, - �/'� � � Qrs '�IF °�� 47 etrenqth of 3 , 000 pal . eAltion . LoaA duration fector ehell be 1 . 00 , . /Gp. �V• ; l,y S�� � ¢ PE Q S � CT� �S � c . Provide eontinuoue shear keys at vertical cold jolnt� and vhere 1 . Unleea o[hesviee noted , eteel connectora eoeh e• thoee Denver �((iCe - FULL }17 �f�j� h'� E, �JT ,. E1Cf: AIyCF�'3. � ehown on drauinga . m�nufactured by Simpaon Company ehall be used to jaln rsftere , I Tnbof Ccntei' - Suile 515 ' '„IALL �. Eih� Fl L' � G ''o,o � ' trueeea , joiete, or beeme to other membere at flueh-fremed 12(1�) 171h S� . R6INFORCINC ST66L : canditlona . Connector conditione not oG�erwiee noted �h�ll ' (2 j - '3� �iT3 CO N'T, i0 p s b�`� s . All datailing, faDCicsUOn, an0 pincement Lf relnforclnq aleel �tilize Type U, Yyps IU or Typs HU hanqer� oE a rize spaclflcally Dcnvcr, COlorado R(I '_02 9' %.� `> ' :ollo .G� �/ E �`� . _ — _ __ - � ehe11 W in eccordsnce with the ACZ Manual of Concrete Prectice . doslqned for the memb�r aupgorted, a• ahown in manufacturer ' e i01 623-3155 � 4'S � � � ' o. c %Io ¢ � Z , . _ _ ' � b. except where otherwlee nated on the drawinge , reinforcing bare p�blieheQ tsblee . - - - i ahall conform to ASTM Specification A615-79 and ehall ba minlmum IIII = I I _ grede 60 . STRUCTURAL CLUED I.AMINATEO TIMB6Re I � I� . , , _ �j L} . c . At eplic�e in concrete, lap bere 36 diametere . At spllcee in s . Materlala , manufacturer snd quslity control �hall be in ( - ' maeanry , lap bnre 02 diaaretere . At corners, make horiaontal bare conformance vith AITC ProduM Stendard P8 56-73 , "Strue[uzal S 5 3�4 � ` '� S � ��4 '� = I'� � eontlnuoue or provlde cornac bars . Around openinqe and etepa ln Clued Lamineted Timbar" . 'J walle provitle ]-15 ' e extending 2 ' -0 beyond aCge of opening or b . Lumbar ehall be of euch atreer grade Co provida glued leminated , � 4 Do�-lELS . �`' eceP. membe=a wlth AITC canninacion eymnoie 2aP-vs , �nieea �oc.a � v: 4,qJlla G V,�.21E5 � d . Except aa noted on ehe drawinge , minlmum conerete pcoteetion foa otherwiee on dravinge . �II , � J INFILL � - - - - � ;G " MIN. ) . reinforcement ehell be ln accorannce with ACI 318-89 . c . All membere �hall be Architectural Appearance Creda , unlae• ,�Ij �i O � �U�- S `"E 7 _ "T' '�S ^ - ' �°'n e. Nelded wire fabric ehall conform to ASTM Specificatlon J1-185 . indiceted otherwiee by Ue Architect . ,� _ �A� `� _ : �02 PiA ,.,, NCry � � ��4�� C. Adheelvee �hall meet the requLremen[a for wt condltion� o[ kEINF. :- 1� °0 � ; lA� oN GQADE OF Oe'.?AIL �- eervlce . + STROCTURAL STE6Lt �O "�`� , R . FER Pj.AN e . All members ehall heve no camber . i �EG P�AN I _ _ _ • . Structutal etael �hall be detelleE , fabrlu[ed, and _ � - I , areceed in acco[danca v1tR 11ISC Speelficetlon foa BACKPSLLING: �;�� � —� C�j L, PE R ��N I Structucal Steal euildinqe - Allownble Straea Deaiqn • . Do not back2i11 agalnK retnininq walle untLl eupportinq elemante and Pleetic Dealgn - 1989 and '•COde of Standard Practica" , ere Ln pleca and aecurely anc�ored, or adequately ehorad . ��, � � � ? � � � � � 1986. � b. Verlfy type of Fill with Soile 6ngineer and Structural 6nglnesr � � ` � I II � �I .tiI�ZC 2d b. Structuzel Stael rolled ehepee , lncluding pletee and pcioc to backfilling. � a II I = II � SASE � � x 5�2 K ���0 I i-,`-a,�- anglee •hall ba ASTM A36. Tube ehspse ehall be ASTM > '�I I A500 rade e . 1- . • . �, . . . -;H �N � GQO "i �� (Z) _ 5�all � EXP nNG .IS I � c . All bolts, incluCin enchor bolte , ehell conforn to L0036 LINTELS : � � -. _ , 4'> ._. : � >. c. -� DRi '< ,, i 9 �,OVT. owI� E 2 E F�f4. y�l,�q¢� - Cp IvSTM Spaclfication A307 . 8olt eize sAell De 3/4" , a . Unlese noted otherwleo , provlCa looee lintela ao I 1 \ - -�' -�'t - 9UPPGQ'T`J �ONE �cN � ER - 7 - - �r unleee noted otherwlee on the dzawinge . [ollows : ( one angle for esch 6" of wall thickneee to L- 1J � � � • .��� � � � d . Unleee ■�own otherwlse on the drawinge, [ramod beam bear 6^ mLnimum each and. ) Opantnge to 5 ' -0 , engle 5 x 5 a 5/ 16 ; , `_1 Ic, Er� P `AN j �� � � r,y_ c o. �y � �� � connectlone shall conaiet of paira of 1/4" englee usinq Openinge from 5 ' -1 to 6 ' -6 , anqla 5 x 5 x 3/B . , - � ) t�e mnxlmum number of bolt� ca11eA for ln Table II-11 ot ) �- �\ � VARiE3 A � cne nxsc nan�ai . cnou'r= 1 ' � II ' i � I e. Detaile of connection ctael snC harduare uead for e . All grout baneath column baee platee ar eteel beame nt 6oaring � � / 2 � � joining timber membere to each other and to their ahall be non-ehrink , "Embeco" , "Pive-Star" or equal . ' I q 3�_ � eupporte ehall be coordinated wlth the Cimber eupplier . � - � ) (_:✓ � � f . All welding a�all be done by a certifled welder ln WIND BMCING : r . '� � ��'4' ll - �l- 0 �� 3�4' � ' � � � � - - � • • � accozdance uith AISC and AMS spoclticstlons and a . Interior walle over 6 fart long , vhlch are eheathed with qypaum , ) pAQ 1'��` -�- � �'�� = �IIII � I -� recommendetione . wallbonrd on one or both facee hsve been deelqned to raeist wind � E N F' 6x an�ion bolte ehsll ba sn a roved wd e t }' Q� �7�7 CO �IT jU '> e pj^- 9• P PP q yPa, wlth tha forcee in eceordence wit� TaDla 47-Z of the U . B . C. � q, � �} . , followlnq minimum embedmentes 3/C" dla . bolts - 6" , 5/8" Gie . b . Nall all 1/2" gypeum wallboard to etude and to top and bo[tan I .. 1 , r \ Y' I � �i � 5 .�°, ICo �� o,c, V E (ZT. y' ��^� E `�' latee vith Sd cooler nnile at 7" mnximum. � �J �' J bolte - � 3" , 1/2" dla bolte - 2" . P - 2rtrs '- IG ' �� G '�4 � '� �-° �� � � o, G. ��IT � y' I �� C �'�` O�� h . Adheelva snchore called for on [he Crawinge ehall W c. Nall all 5/B" qypaum wallboard to etuCe , top end 6ottom plstee, ( - \ ( l � � � _ �6 ,;�_�� .T I�' �' �u, dALL ND 2 �Z. G� i� glees capeule type �ucr ae Nally "Perabond" or Hllti and blocking ui[h 6d cooler naiL et 7 " maxlmum, unleee notad � � \ / .:,� rL* Co r� t?� c'.�1E D) � � ' "FNA" nncAoz eyetema ( or eppzoved equivelent ) . lllnimum otherwiee on plan. - -J � Y � � ��, V� F � - embedmente , if noc epecifically lndlcatad on the d. Provide 1/2" thick, APA rated eheething, 24/16 , expoeure 1 , at � 1 y� +'�L{� � r�+ EL7 x� � �� ��W6 �'S „ ��" ��) Z � drewln e , e�all be eccortlSn to the manufacturer ' e exterior fece ot exterior walle . Block all horizontal jolnte . -� � �IO � O IJ G � i II ut �J 9 9 � � . `. 24io• c' ° ' � �. ,, �.. ,CO, CoNT� �-��lJ�L� i ���LA71oN s ICo °'c' � ' �. � epecificeGiona . / � ~ � ��� - 5 ' i . NeaCed anchor etude H . A. S . e�ell be atteched to 1 �l � J - �:T EA _ OE o= � J _oyT 'ToP � � ' � W ALL d1 etcuctural elementa with a wrolding mschlne approved by J � � q =' �' � _ � " �' .- S �� Fr� O �',..�' , :7'QD. S � - -� ` �� �he etud manufecturar , in eccozaance wlth the FAAMING NOTES : , � - Q manufacturez ' e walding epeciticntione . � �I.� � .,� - ; � .� _ � , ANOER Co �. P6R O K EXT2RIOR wu.cs : __ C SCH E D, (1 i . Delay painting wlthln 3" of field welde until welds ere � ,..� .�� a . ALl exterior walle are 2 x 6 etuda @ 16" o . c . to a maximum , . I . , .. , �ompi.cea. j _ °� - . � II � ' I a,a �_ �� . height of 12 ' -6 , 2 x 6 etude E 12^ o . c . to a maximum helqht of 1 _ I - - -- - _ -� 14 ' -6 end 2 - 2 x 6 ' e @ 16" [o a maximum height of 17 ' -1 unleee • . I _ - _ . _ ! ! - 1 - , ,, �� i - - STHUCfUML MASONRY : otherwiae noted. I; � -� 4 C�tiT � a - Hollow loed-bearing concrete meeonry ehall ne liqhtwaight unite b . Provide 1 - 2 x 30 headare over all Coor and wlndov openinge � 4 GO,JE :: - � conforminq eo ASTM C90-75, crstle N. Mlnimum f ' m � 1 , 500 pol . unleaa otharwlee noted . K O �� �'I �(AG ,. . � ' • � v , - b. Mortar ahall be M or 5 . Maaonr cement ehell not be ueeA . c . At benm bearing locntlone in etud walle , provide multiple-�tud ^ > C T �- - rraa v l � 5 N � ' . . _ 1 y L Atlmixturee e�all not De edAeA for eny reaeon unleee approved by poaGe equnl to widch of bearing member unleee noted otherviae . — i�d. pp�„� ELg r J i� the Archltect . Ninimum cuDe etrength flm - I , B00 pei . r; C} � ��O,G u � c. Uee continuoue horizontal wall reinforcing in all maeonry valle . INTBRIOA LOAD-BEARING IiALLS � G cQ. � �4 . � Aeinforcln ehall be weldeA t wtth 9 a e eidewiree end 9 n• interior load-beaeing walle ere 2 x 6 atude at 16" o. c . unleee fi- 9 YPa 9 9 9a9� I �4 trueeed croee wirae . wlre shell contorm to AsTM Speclticstion atherwiee noted . y ! y- �_gZ , b. Provide 2 - 2 x 10 heedere ovez opaninge in wall unleec otharvlsa - ��> � � 5 �-� �� d . Meximwn vertical epacinq ot �olnt relntorcing ehall be 16^ . noted . ��� � �� e . Fill all voide nnd celle within 12^ either eide of cenGerline of c_ AC beam bearing locatione ln atuO wsllr, provida multtpla-Kud p.^�,, ' .Q • beam snd column locationa wlth a vertical No . 0 relnforcing baz poote equal to width oE baarinq memUar unlo�� noted oth�rwiea. � � LO , �J and grout unleee notod otherwiae on che Arauinga . �I I L Cold-wea[her meeonr rocadures ehall be followeC ln accordance FLOOA SH6ATHINCi �j �j 3� li • � � � � h �j 3 .y �� : � �� `-1 y � ? � �I � � I- �� with the Genetal Conetruction R e . Provide 3/6" thlck, APA tated Sturd-I-Floor , [ated at 40° o. c . , n 4 4 BuilCing Code . �Niremente o( t�e Unlform tongue and groove, expoeure 1 ( exterlor et balconiea � . \ c ue-na pana s to a aupporte . � ROOF SHSATNINCo Revisions : . _�a'� � b�l � 4 � a • Provlde 5/8" thick, APA rated cheething 40/20 , expoeure 1 . ! �' � r Place lon dimenelon oE g panele perpendicular to eupporte . � c �,7 3�¢� I _ li _� I 'd l � _ _. _ =: _-\� C,y . � � .- • _ - I / ' ' " � � �� � % � '=i� �., � , _ � . I :�H � N E GkeJT : �P.3 `; _, _ ,+.— � � . .:o :^' � ,�,:u'.uil�unu���bi i < : . �l (�e R (•'Ji� i �_ � i -\ ��: ' � . u i. . . - � C;;�`� �7H C. �; C �: � , = III= 11N � _ `' � � C/ �;0: c; : : 11499 � :W i ��� ' r � = -� . � � -, F•.c�' �-v , ��,; � 1 � . � ���F •,,''�`���lVq ' E����. ��unumuw�� � �'. � � -4Ei;, - / EC, UAL � =� , , /�. ,., � :E N [=. ,!.'tEL _ ' ` "•. .�— r ,. L -- / / / Date : 3 22 , 4 Project no : � Drawn by : � - 5 a�¢ _ , � _ .� - � . . . . , , , . •' i� : � �(,� ' ' ; , p'� Checked by : � �f� e �� �v �a �� /.�2r:. .�t-.-��1'�/ ' i% Sheet C� Copyright 5 � __ � ; Pierce , Segerberg & ;� �� Spaeh �� Arch � tects ' ,.�� - P. C . • A . I . A . / � / ,, � ' :� NCHfI' h:('Tl ' NE 1'I . ANti1NG � INTF: RIORti ��/7 .� �yLn 'r Main 011irc G�-!" IUllu tiouth Fruntagc Ruad Nr.t \ ail, Colurt�do NIF57 tpi 476�1433 I )cn� er 0lficc • I I ubur Ccntcr - Sunr 9 I � 120(i 17� h tit Demer. 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CIRCIE �OR 1 a�'X'fv _ � , . , -� _ �NG4, , .% � �" � �� ; `�. - � � �Q �"' _ � `Bs � E�FC. 7RANS i , V` � � ����� '� \� ` � _ _ � . `, ��� � � �t,+ u N vC�F' / _. � v �� 9 � . ,�/ �' - �, �\ _ �, - - —. . __�— J' ��E " - o . . % . I - --- – -- - - - - '1 �lo - ' ` _� J ` ' � �P _ � -- - - - - - • ~ ; � a k: w,+ ._ � � � ' — � �/ I 69 ` —� viEw .wF c�. � R. �nr�cE sourr � - � � - - - - - - DF [ .x � �� � �'Y�� . � � _, � ', \ _ � 1 � — � � � LOT 17 m ' � � � �_ ,E F� �owE�, _ -,ri , � . �o i � � o .a ? � i ac '' 1 � _ ,-, � � . / � No. m� . s REBnF< � — i � � �� �p tlE\ = g ° "1. 8 .a . . , - �/� _ '� I � 20� . ; ♦ _ _ - - � / �Q' �, .p � i � � � / ,' 8 \ / /� ; y , � �; � o. _ , � .2 61 � � - TRACT B � � � WOOD TIE N �� '��,;'-'- --� � _ _. . . _ , RE7 WA�� �� `/� �,� VAIL VILLAGE , SEVENTH FILING _ -' _ '"� � � \ CHIMNEY � - � � - r __ - ; \ r- _---� � _ _ . - _ - 28 . � ���� - ' I _ ,; N O � . N ,�� � / 8� (; i 3p � , , 5 .a _ __ � � � , o. N , . �� - � � S8°SJ � � � / � SUSt nY�Hogfeldt�Ta I PAofessional Lond Surveyor registered under the laws of ' 9 ' --_ _- - - the Stote of Colorado, do hereby certify that this topographlc survey wos �i ' F -� � �, made by me and under my supervision , and that the �µ{He�„j� accurate and � p , 3 / - correct to the best of my knowledge . �^� '�.,, , � , � �0� Rf6ff , , R� 6 823 � � -- - -�--- --- � .••���� � � � 6 '°� n - ��'f�'�-- --��-�-> - �� - �tan Hog (eldt C � n.�ado ��. LS. ? 659fl ' ? � �', LOT 16 � ` � � , - - 3 _ �� - - = :^ / �- , � �� I� BUi� DiNG LOT � 6 . NOTICE: � � \ According to Colorado law you musi commence ar�� :egal actian bosed upon ony defe.ct in this survey �.vithin three years after you tirst discover such defect. In no event , may any action based upon any defect in this survey be commenced more thon ten years from the \ \ Ftip. PiN & Ca� \ ' - _ date of the certification shown hereon . �_S. No. 1720a - --- � r / / TOPOGRAPHIC SURVEY ; . ���` a . LOT 17 , BLOCK 1 , � 1 e;e;� �p VAIL VILLAGE , FIRST FILING - - — TOWN OF VAIL , EAGLE COUNTY , COLORADO _ _ _ - . _ .. . .. _ .' . 'F- . . ', y9 MGHWAY ri & ?4. ;. PGLL :A! l . � . � BU�� ? 3i' � DN�HkO'i, CC�. N' E .52 ( SCt,i)9�i9- ', 40E "' F°Sr 3��;9 ' JOB No . 2077 N �I O. G . ��. ���� � � �� . A t�-W�- . �--�— � � � � _ � � i �� _ ';�j , � O � � �-___ � � -� • U , �i"�I #� - f�4 u � ��-r�i � 3/q "_ 1 �-bN FJor�- '• s���y-r�.-� c��d.cr�U � cLt�r-s �� 1°AtzTS P�erce LOT 17 REVISION: �o► No. �gp� c�.- ap $heet: �sa`�& MILL CREEK CIRCLE �°�;�� p�; -r�F �= _ 2 n.zn��«�. P.C. A.I.A. VAIL, COLORADO na4: � - �3. q4 __ _ ... _.. . _ _ __ -� 3i . °' . . � e. ! °` �� �� �� �, . a. � >' '. •� .y'� �. . ' � Y ° c0 _ .. . Z �... ` � . � �. ?,� � ,� , . . � 3., � \ � >� . - .`.� f ���`:� � �� � > ,� , ` � '�' n ` \ y '"< . AM`� . �� � !r�\\ ,� _. :� ��t i �-� .., \ � t � i \ ,\ J � �, / � Jt'^�ti . r I `��l � a i �' ..�� .:. .,,\ � \', ``� ` I 5'0w— I _ « ., ;� . ._.. , '�-y-_'�. 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H � Okti (303) 476-4433 (303) 845-5656 I I OCCUPANCY TYPE: '+ R3 CONTACT: TOM FRYE CONTACT: GEORGE SHAFFER (303) 443- 1677 �. i , � � � ,� i � �_ � � CONl'ACl': dCE NICOL I � � ,� ,� � „ � " i � „ � �� � � ,.� � i� �,.,, ; �� , •. � „ � , ; � :: � i � , , � , � � CONSTRUC7'lON TYPE: , V-NR � � � 3 � " i i SQUARE FOOTAGE: i; , � . . � � � , I ARCHITECTURAL � � � � �-� � �� � � � I is , . � . , , , � � LOWER LEVEL as� s.F. AO COVER SHEET , : . . . ENTRY LEVEL 2588 S.F. . A1 SITE PLAN . UPPER LEVEL 2so6 s.F. A2 LOWER LEVEL FLOOR PLAN ! . ! A3 ENTRY LEVEL FLOOR PLAN ' ' � I TOTAL sggi s.F. A4 UPPER LEVEL FLOOR PLAA�- � MILL CREEK CII�CLE o�ogvP�'� A5 ROOF PLAN ;I GARAGE 1470 S.F. _ ��� pF �pp4►� , A6 WEST ELEVATION Vail , Colorado �� �v��� A7 EAS'T ELEVATION � � OES��'N � \ � , � � ,� A8 NORTH & SOUTH ELEVATION I ��N�`� A9 � BUILDING SECTION �� � A10 BUILDING SECTIONS r�� � . 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FiNISHES ARE DEFINED IN �,22,9� - .SSUE FOR PH ew gULLDQdG SEC.'TION � BUn.DWG SE(.TION NUMBEft pQQR � W�� � SFIEET WHERE DRAWN EARTH PLYWOOO PEKMIT _______ _--,� �� ,__� � �T �,,,� � � IN GENERAL TERMS IN THE SYSTEMS 9;9l94 - ISSUED FOR SHELL ', ROCK FWISH WOOD CONSTI2UCTION & PRICING _-.� a,o�rY ,,� -- I� ,.n�nw�rr 1�t � � NOTES AND SPECIFICATIONS TO GIVE .�_ ��� � �.— y�yE �— BIILLDUVG SECTION �BUUDWG SECTION NUMBEFt WWDOW IYUMBFR O R�� W�� ; 11/l4/94 UPDATE SET #Z __ ��M � �� ____ � � � � �,�,A.�,,,, y�E� WFIERE pRAWN - POROUS FILL ��,,,,,,�,a,S GENERAL GUIDELIN�S FOR PRIC[NG. ; - - RI(iMT OF WAY 12/09/94 UPDATE SET �3 a o� FENCE —�—�— ❑ TRAI�3FOfibEA � TOP SaL HOUCiH WOOD/ � e,.ocrcN� ALL FINISHES AND DETAILS MUST BE i i2�as�9a --�* BTORM D(iAMI ar �' LqHT "� WA11 SECTION NUMBFR REVISION INDK'ATOR � �ASPWILT PAWJC�/ � SMA. PLASTER � �,, s W^� ��N � s►+�r w� ow►wr+ �,� ,,,�,�r� o,,�,, � CONFIRMED WITH THE OWNER PRIOR --u-- 6MlITAAY SEYYER u i - -�.—�— w��► � • � 1A0f�'"�'''T ° '� • � CONCRETE � e�rr .�+n«+ TO FINAL PRICING AND � -- � -- --�-- a�c�wc ur+e � � �a_ecr � ' � O �F • �T� �O"'�'P � �,T ��ww �A� �` �-� � BRICK wao Nsuano� CONSTRUCTION . --a-- c�►s ur� n I --T-- � � T � �T� �� � • � CONCRETE BLOCK � WOOD STUD � -• DRMlAC3E uNE •- O AF/w ou� • - - - - - - - - uar oF woa�c K�••• � ar��ui �w�u. �, ner,4a arr a+m nerna r,ur�B�n nru.wu�c rm� ' TITLE OF DRAWING en �I A21 1/4' - 1'-0' RE 2A3 � CUT 8TONE � A�ETAL STLA WTCH LME � � BENCMAAF�IC � T SECI'ION � �� ��R � � ruw'" �• "� BOf�M1G LOCATION -� I CROSS REFERENCE L —SCAtE OF DRAWWG � 8TEEL EXISTNCi TO REMAN � o �o �oK X E)0.4TNC� TREE fi'EM NUMBER - - - - N �VA,�� FIEVATION NUMBFR �� 1K TREE TO BE qB�AOVED � �- SHFFI' WfiERE DRAWN �.SFIEATFWO - - - - - REMOVE EX{STWG vr vr * � �� �� ELEVATION j-- RFIATFD DETAQ. NUMBFR : �— D�� ��� ` � 180ISA0 � REIATED DETAII. QJf � � BRICK � WOOD BFlOW OR ABOVE �J ' �T NUMBERS a � � ,�W � ��Y , � � �� �., ._ �. ROOM NAME N'�E � STLICGO � � :t_ Yb: B;• ROOR BASE WALL CLG. ��t 8122 /94 Yt[: Of COPYRIGHT � AO Pierce , � � Segerberg & � Spaeh Architects ` , P. C . • A .I . A . 1 I ` 9„ ` � � M ARP'HAti�I'TV (. RF: � � A 33�-� I Y�t�' IN7'F: RIORS 1 ��� , -- / e� �� � � . � . . . . , Main OI'I�ce 1 � . . �.. :' � °J ^ IIII10 South Frontage Road West � � o . . �' " 6��� �! _ � T 1 8 . ,�:, i � , ( �a� n�ado 8 � 657 \ � j � � '�i� � � y��� � _,- _ � t . � ��' �u ; -ne-aa33 5�/ TOV � D - � � � � � � u��r� � rd.� �� � �� �- � � � f�-- Urm�er O�fice �� � � 3 F � � I �abur Center - Swte 515 � ` � J O ^ 120U � 7th St . � �Z :� _ - � ` '� f�mer. Culorado R0202 � t ` � z ; g3° � , �o; � a»- ,�ss � � , �� �� �, � • _� • o a E _ 1 �4 . 4,5 � t TRACT F h - - - � . 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BACKGRUUND INFORMATION ON THIS PLAN IS � � \ � � -/ , / �` �I �_ - _ � � �" ' PROD[7CED FAOM A CERTIFIED SURVEY BY EAGLE O .. � �\ j �� � \ - - - � 1 � \ � / ` * - VALLEY SURVEYING, INC . ANY INFORMATION ADDED � � � 1 -. I ' � � i � r � TO THE SURVEY DATA IS NOT THE RESPON5IBILTTY OF Fy / � � �` ' G � \ � ` 24 � � 1 �I � „ � F , ,� EAGLE VALLEY SURVEYING, INC. AND MUST BE VERIFIED � � \ / :' �- � � � � � - � 2 _ ln ' � � � � �- Q i & COORDINATED WITH ACTUAL FIELU CONDITIONS. / i. � �— j �- � — — � ��i,t! - � � 3 � � i� � � . \ � \ - � ' : % ! ;1 ',,, �� i�� 'J-- � ,� i � � � � 2. UTILITY SERVICE CONNECTIONS ARE TO 6E FIELD � � � ' � � ti. ,. ` `' 'j � ' \ � � � VERIFED AND DESIGNED BY THE 6ENERAL CONTRACTOR. \ � I � O� �I'� �v �f `-t-� _. t r � , \ � � \ ?� 14 ' \ ' f " \ ` / � � � ` � � � 3. ALL EXISTING TREES TO REMAIN ARE TO BE PKOTECTED � ,�� \ \ � 2�' .i�' 1 iv_ ' � - BY HAY BALES SURROUNDED BY ORANGE CONSTRUCTION �� � ti � _ ----- "` � � /� � 30 FENCING FOR TNE DURATION OF CONSTNUCTION . �� A / � ��` .. � � . - .. , � Mr , , �--�.� ' . ♦ / � \ \ \ \ � � � —_ _... "'� ' 22 , o � I � / / — 1\ � GV � V 16 --"`" �� ,� —*C � J' I' 15 � � �p' g2'z4 4 . POOL & SPA DESIGN. DETAILS AND CONSTRUCTION ARE '�`� � � O BY OTHERS POOL DF.SIGN & CONS7RUCTION COMPANI� 4 � � � �� ( \ � 28� � � ,� � ` ' 24 � Q ' AS A SUBCONTRACT l'O THE GENERAL CONSTRUCTION `�� /� � F Z7 ' 7 " � 1 ' o " � '--V � � � .= - " '' � � CONTRACT. / 9 ! " � � � /� � " _ _� � _ " . � � � 19 , . . / � ' 18 � ' -"� ' � � 5 . REFER "t'O LANUSCAPE PLAN FOR PLANTING LIST, 2 TRACT B // / u�9 �\9 -�T. o� � \ � � \ � v --1 \ J } � _ ? f � q c PLANTING PLAN, LOCATION OF SMALLER 6,s \ 17 - \ I � � � � 15j VAIL VI1� 1._1-1G1� , SEVENTH FILING TRANSPLANTED TREHS AND OTHER LANDSCAPE FEATURES. 'P . � �- �_ _ ���� 4 ' �� � � � � � > � ��� 1 �- SHEET NOTES � X13� � � • � ' _ �- - �� , 1 . , , _ _L � \ - - �° —� ' �. �� .� -� / � - - - - - O EXISTING ASPEN TO REMAIN \ ` , � '� :;� �,�,,� f \ � � - , � � �:;F � : � .� Kzz� � Revis�ons : ?8 e 1 «�„ � ��'J�s�,' a� I / ' � � ' � • -_ � „ ` fhis SM . A ] supercedes O EXISTING CONIFEROUS TREE TO REMAIN �\ � t . � � � � ; ' �'Z��'� — - previously issued SM. A1 , �� 1 +"�,� � � ,�, � � r �6 revision date �� 1 � � 2� � August '29. 1994 . � � � .`. 0� '� � . _ { II yb8 � O �� ��� � � , , ��, : � � , _ . � 23 � � \ + t� � - ° �' � _�' � � � � �3 4/21/95 � � '�' ---` - - - - -- - �• � �..- I � ' ' _..--- Q RELOCATED ASPEN ,��o � � / h� �� � � t% t�<z¢ � , - „ � -y � I , -; r� � s��b71` �O . -, ..-la ' ( lr , c ' 1 . � �ld � �F, r . � � „� • e _ ,� � � r✓ '- �' INA/.�.� - �— � � ' , � . � L �" . l�� � I � '� �� . f1P 17tE � .. } � tJIOI�UC hC � 2Lr CG'fi� f� I':'�l ? IliS U(�G�y' ]uF �- Su � JE r ; O RELOCATED CONIFEROUS TREE ~ � � ..� � _ — - ' � �. � � ro�iP GJ me and unoer ,q supervis�on , n-� d tn ��t t � , sy�CHa� .�,�., r c . � : , . :.: i,rrec , t.; !r,� best � ,! . �. y knvwledge . �O . 'J E:XIS'CING ASPEN '10 BE REMOVED AND RELOCATED O PAVING TYPE 1 : 18" x 18" COLOKADO BUFF SANDSTONF�4 1 � '" � ezpg � I� I � D ¢7 L�+-�x��� `�� �fsf,f • °., � ELSEWHERE (SEE LANDSCAPE PLAN) PAVERS (CLEFT FACE, SNAPPED EDGE) WITH 12" x 24" � i ZZ C� +�� ° ha�n° '���'`�� _ — �ti. _._— _ r , ,; . ^+ � .S�' �, ;�*� � $0 EXISTING CONIFEROUS TREE TO BE REMOVED BORDER PAVERS TO MATCH - ALL HEATED. ''—� ' " ' ' � �— � � �,� —�. _-___,_ 7 ._ _ � : __ � , . dF e . , AND KELOCATEU ELSEWHERE (SEE LANDSCAP� PLAN) O ' IJP('�K L�/�l� �I.�V = F�.'�h8'-6j ° ° IG `� � = �' �' � , � PAVING 7'YPE 2 : 12" x 12" COLORADO BUFF SANDSTONE 1f:.Y I. V I, LE�I = Z"' �I - G = IG�p ' G " v: O EXISTING HOl)SE TO BE DEMOLISHED AND REMOVED PAVERS WITH 8" �; 24 " BORDER PAVERS TO MATCH �E�- I��� �L�V � �: 19 '- (,," � • °IG ' (c " < - ALL HEATED. ]O EXISTING FENCE TO BE REMOVED 2Q SANDSTONF"SCdB S'�L�S � ��"" � �' 'rOF D� Go�.IG. .I,A� %� "fGPr � NG Il EXISTING PAVING AND BASE COURSE QF ANI� TO � ' -' ` � 8�•3p BE REMOVED ZS POOL COVER UNDER SANDSTONECOPING, xzsz ' � � � RE : POOL DRAWINGS � IZ EXISTING TIMBER R£TAINING WALL TO BE REMOVED \ `� � J � , � I 7 E6 WOOD GATE, RE : � � � �� � �� ¢� 13 EXISTING ELECTRICAL METER LOCATION FOR 375 MILL � � � r I � �� `�� CREEK CIRCLE (FIELD VERIFI� TO 6E REUSED ' 2� r, ' 3y O AS METER LOCATION � � _ -- • _ � � � n , 14 WITH REMOTE OPEN RRF�OF�,GNORTH�..1'$N PILLARS F ' r ,y 7e+ � � ;r � . . S , n ris PAD / INTERCOM F H GATES T ENTRYTOUCH , � � ;� i_ Y- _ � = , ' �' P� �e�+ ect � •, � -F RMg� ZS CONCRETE PAN : 2 -0 x 6 THICK. FIELD VERIFY LAYOUT � , , _, I5 DOO�t PHONE / INTE�COM. „ WROUGHT IRON RAILING AND/OR WROUGHT JRON GATE. 0 BOULDER RETAINING WALL A232 IG ELECTRIC GATE OPERATOR IN STONE PIER OR WALL � ODRVWELL LOCATION / 17 STONE SITE WALL RE : � pgte : 4/3/95 3] EXISTING BOULDER TO REMAIN % 18 SANDSTONE COBBLE PAVING - HEATED, RE: % 1 .SITE PLAN Project no : � �� � �� .�� � N _ _ _.� _ �__ . �_. __ �---_._.__� 19 SANDSTONE EDGING, RE: ' Scale : I " - 10' o" � NORTH Di3wn by : rt�r 0 CONCRETE POOL EQUIPMENT BUNKER WITH TOPOGRAPHiC SURVE �� ACCESS HA7'CH , RE : LOT 17 , BLOCK 1 , Checked by : YI SANDSTONE POOL EDGE COPING j VA ! L V I LLAG E , FI RST FI LI N l� � �. ;. . �. �. ,� � � `vA ��� r ,. � ':.'� � � � ': �-� � � � � � . j 1"�'JWN C) � V,AIL , EA. GLF C' �-. ' � � � �� � . COLORA �-� �L Sheet � � � Copyright ( 1 1 r -- . � �-- • , ; , , _. ; : _ _ _ , I � � , , � � , i . , \ : :`, _ , , , ; ` -> . _�( .-r ' '. —, j � .. � ' ;' � . . ; ± _ . _ _ ; _ — , . , � r, ; _ . . _ , . 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