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HomeMy WebLinkAboutPRJ06-0009 B06-0216.PDF �r �_ _ � - � f -_ -=- - - � -_--- _"_°_- \\ --_ _ � f � _= �_--_' VAg, IYIC. Architects &Planners � � Past Office Box 1734 Ysil CO 81658 1734 (970)949.7034 fax (970}949.8134 email•general@vagarclutects.com 90 Benchmark Road Smte 202 Avon,CO 81620 DevetoQment Genera!Contractor � � � � IVI�sc Consultant• Slructural Engineenng., � MechanicaVElecincal Enguieenng I.andscape Arctutecture: � � � � �A'�'G- D�� r ,`' �� ��� ����� n � / V � � /���� ��� , fp A R�N � � � � � • � � . � • � ; � � � � � , � � � � o � � • � � � o % 0 � % 0 0 � o , � 0 � , ; 0 � U � / � , C ' � t� . o � � � � � � � � � � � � 0 / � � � � i � o � �1L , _ � . � � I ' '. _ - � _ — — i ' " ,� 1L� - - - �� i - _ - - I Revisions: - - - - � - - i 08.23.06-drb sub.dec � 5: �� 'K L• y; % �`; �; % ,,-� �,� ?-- 09.18.06-permit revisio : � — c� �;:, ,� ;� fS� -« � , i i i — �pr, �Fr� j,' /I JT, � ��'� ��:� — — ,� % .� ,• % j � � '�?�.. � � % --- � - �.(: a(; �t�;` •d^ , � <'-C — — �•" % � �.� �.- ; �� k' —_ - •,�, '��; ��i,Y4 � � r; C>__ - _ - - �';; �'; � j / �' � - � � _ , _ _ _ - - — - — / _ — _ ' _ ' ` _ _ - _ - - - - - _ - � `� � _ ::,�r - - � - - — . ,�^ . � K �c" . �� � ��� �3� Issue Dates: �,�-�-�� .��,-�_ "G�� 02.06.06 :prelim drb ��-;,;,,, "H"04.11.06 :tech review I � ������►�� 'J"06.05.06 : informal revie, �-, �� �y��e�t tQ I����c#I�ri artd �ompllance to all " "05.27.06:95%owner sign' Ajf� relevant Adopted Buildin�and Municipai Codes. - Changes m Pian S app ved. " "QZ.2�.05�� rmitlbid-�et �,` � - Date -�}-- Z�BY � V� � �� �� � � ` � �. e t T�tl � '� Code __ Zcrc�3 J D' � Coforado Inspection Agency �Ep 19 2006 � � ! ;� ��ars�°h'A '`��a ',P'�4a��, � .,.�.�.".e,�,.�..�.....,..,. I 4..���.h ��11 'To�ve � -�������� �� ���� Cover �� �_ �t J��1 T'�,f� '�,!p}",� F�`�4�%.`°�'+ �"�, ;'�'� �` � � � � , z`-, I���-� '� �, �� ��:���� � � �' . ,�, �_ �.��.3 � ��� i s�l��� � A z4 �fl � e+ PTOJBCL NO: '� � 00 �� `� _ � � � � 2528.00 � REVIEWED BY 5heet No: SEP 2 5 2006 �� Ao 0 COLORA[1 �TION • � Qc �005 V A g Inc erch!lects �planners i ,� r' µ � � � t ' �- -=-=-_ __-_; � f � � � � � �� � � � f � � �� � �� � � ��� � _----_--_-� _---� � � � �� � � � � � � � � _ _ - � � �� � � � � � � �� � � � � �_ --___-__- _ _--_-- ____� _--_____ - -3 IN�ORMATION - � ' A AMP�R� MATL MATERIAL MARd LEYEL FLOOR PL.�sN 1. DO NOt SG�ILE DRAUJINGS. ' AB ANCNOR BO�T MAX MAXIMUM � ,. ..� DRAIUINCx TITLE R�F�R TO A5 SEi�IES DUJCxS �OR Afd(1� PROJECT GOVER SNEET ACOUS ACOUSTICCAL) M�GN M�CI�ANfCAL DESGRfPTIONS OF 51'STEMS 2. NOTI�Y ARCHITECT O� AN1' AND ALL DISCREPANCIES OR CON�LICTS IN TNE DOCUM�NTS PRIOR TO Am1 IND�X AND CsENERAL NOT�S AND ,4SSEMBL I�S � AFF ABOVE FINISNED �LOOR M�D M�DIUM I D�MOLITION, GONSTRUGTION, OR ALTERATION OF EXISTINCY OR NEIU STRUGTURES Am.2 EXIStING BUILDINC� GODE AN,4L1'SIS � GONS7RUG1"fON T1'PE ALT ALTERNATE MFR MANU�AC7UR�(R) I � ALUM ALUMfNUM MI-� MANNOLE _m0m 3 DIM�N510N5 Af�E Fi�OM FAGE O� STUD TO FACE OF STUD, G�NT�f�LINE OF STRUGTU(�AL GOLUMN, AND/OR F.4C� ARCNITECTUR1aL: ARGN ARCNIT�CTCURAL) MIN MINIMUM � OF CONCRETE FOUNDATION WALLS, UNLESS NOT�D OTN�RWISE. APPROX ,4PPROXIMATE MISG MISG�LLANEOUS m \ X2.1 EX1571NG LOIU�R �LOOR VA 111C• �NL,�RG�D D�TAIL BUBBLE I A5� ABOVE StRLiGTURAL �LOOR MTCs MOUN1'�D ( � _m�m � 4. ALL ANCsL�S ON PLANS AR� 90 OR 45 DEC�REES, UNLESS NOT�D 01'NERIUISE. X2.2 EXISTING 5T(���T LEvEL Q ATTEN ATT�NUATION MTL M�T,4L � X2_3 EXISTING MAfN �LOOR 17� 5. COORDINATE ALL MECH,4NfGAL AND EL�CTRIGAL EQUIPMENT TO FfT WITHfN G�ILINC�z AND UJALL X2.4 EXISTINCz S�GOND FLOOR Architects &Planners BD BOARD N NORTN GAVITI�S/SPAGES. REFER TO TNE BGf JOIST M,4NlJ,4L FOR M�XIMUM TRUSSED JOIST PENETR4TfON SIZES. X2.5 EXfSTfNCa TNIRD �LOOR BKCx BACKGROUND N/A NOt APPLIGABL� � REvIEUJ P055IBLE GON�LIGTS WITN ARGNItEG1' OR GENERAL GONTRAGTOR PRIOR TO INStALLA710N FOR � X2.�o EXfSTlNC� (�00� P�AN PostOfficeBoz1734 BLK ��OGK NIG NOT IN GONT(eAGT � BUILDING SEGTION TACz C ° I D�T�f�MINATION OF i�i@OP€F� COUI�SE OF AGTION I va�l CO 816581734 BLDCx BUfLDINCz NO NUMBER -0m0 `� X31 EXISTING 50UTN ELEVATION (970)949.7034 BLKCz BLOCKINCz NOM NOMIN�L %� 6. ALL ST�EL LOGATED BELOW C�sRADE TO BE GOATED WITN BfTUMINOUS DAMPPROOFINCs X32 EX1571NG WEST ELEYAtION fax•(970)949.8134 BM B�AM NtS N07 t0 SGAL� � ' X33 EXISTING NOf�TFd E�EVATION email�general@vagarctutects.com BOT BOTTOM F � UNLE55 OT�d�f�lUlS� pIM�NSION�p± C�NTEf� DOO(� t�ND UJINpOW OP�NfNC�S, PLUMBINC� FIXTUf�ES, E�EGTRIGAL X3_� EXISTINC� EAST ELEVATION B/O BOTTOM OF OC ON CENTER�S) � �L � - D�VIGES, N�/AC DEVIC�S, ETC, DIRECTLI' BETUJEEN INTERS�CTINCz WALLS MAINTAIN A MINIMUM O� ro" FROM 90BenchmArkRoadSmte202 I BRCs BEARING OD OUTSIDE DI,�MET�R � _��� �LEYATION D�LUINC3 TAG INTERSEGTfNG WALLS TO WINDOUJ AND/OR DOOR OP�NINCs�v. NOTfFY ,�RGNIT�GT OF ,4N?' DISGREP,4NGIES. Avon,CO 81620 i A2.1 PROPOSED LOIUER L�YEL BRKR BR�AK�R OPP OF'POSITE ' I A2.2 Pf�OP05�p ST(���T L��/�L BTU Bi�IT151-d T�4��MA�. UNIT OSF OUT^oID� FAGE � ; S GOORDINAT� LUITN STf�UCTUi°'eAL D(�AUJfNC�S �Of� SPECIFIC,4TION5, �NC�IN��I�INC�, 91aAGINC�, ETG j A2_3 PROPOSED 1"IAIN �LOOR Devetopment BUTN BTU PER NOUR OSB ORIENTED STRAND BOARD I� ARCNITEGTURAL DRAWINCs D►M�NSIONS C�zOV�RN j A2.4 PROPOSED SEGOND FLOOR BTUJN BETWE�N OZ OUNG�CSJ � A2.5 PROPOSED TNIRD FLOOR BUR BUILT UP ROOFINCs �'"�" ������� �LOOR ELEVATION TACs � `.�- 7'�-IES� DRAUJINGS REPRES�NT BUILDINCa GORE AND SNELL GONS7RUGTION IN�ORM,4TION. ANY �INISN�S OR Q2.(o PI@OPOS�D f�00F f��AN GeneralContractor � �0�� �'I +1��� _�ii x FIXTUR�S SNOUJN AI@� �Oi� C�f@APNIG �OGATION PUf�POSES ONLY. - G CONDUIT PL PLATE � A31 PROPOSED SOUTN ELEV�4TION 8 PARTfAL 50UTN ELEI/ATION G/G GENT�R TO GENT�R PERP PERPENDIGULAR 1� SURVEYOR TO VERIFY PROPOSED STRUGTURES SNALL NOT IMP�DE OVER AN1' EAS�M�NTS, SETBACKS, A32 PROPOSED IU�ST EL�Y,4TION MiscConsultant: GFM GUBIG FE�t P�R MINUTE PL1'UJD PL1'UJOOD NOM�SIt� OR BUILDINCa ENvELOPE BOUNDARI�S. lR�• �AS�M�Nt AGR��M�NTS UJITN C30RE GR��K PLAXA A33 PROPOSED NORTI=I E�.�vATION - G�4N� GI-�ANN�� Ia�UMB PLUMBINC� I i BUILDfNG AND WITN TOUJN OF Y.41L.) A34 PROPOSED EAST ELEVATION GJ GONTROL JOINT PNT PAINT�D � X C�RID TACs � = WALL ASS�M�L1' StructuralEn eenn GKT GIRGUIT PPL PfZOPERTI' LIN� I 11 MEGNANfCAL ROOM AND GRAWL SPAGE V�NTILATIDN IS TNE RESPONSIBILITY OF TNE MEGNANICAL _� � A�.I PROPOS�D �UILDINCa S�GTION GL GENt�R LIN� PRE�A� PRE�ABRIGA7ED � = ROO� A55EM�LY GON7RAG1'OR ,4ND TO B� PER .4LL APPLfGABLE GOD�S GL.C� G�fLINC� fa(�D Pf�OJ�GTION A51 U1ALL ASSEMBLIES MechanicaUElechYCalEngmeenng GLOS GLOSET PRV PRESSURE R�LIEF Vt1,LVE 12 CURRENT SOILS CONDITIONS MUST B� SPECIFICALLY STUDIED AT AGTUAL �INAL OPEN PIT BUILD(NCz GO GLEANOUT P5F PDUNDS P�R SQUARE FOOT P� FL = FLOOR ASSEMB�.Y LOGATION BY A GOLORADO ST,�,TE LIGENSED Cx�O-TEGHNICAL �NCxINEER. lR�: STRUGTUR�L CsENERAL NOTES) A9.1 D�7AIL5 GOL GOLUMN PSI POUNDS PER SQUAR� fNGN NORtN ARROIU M,41NTAfN ALL �XfStfNC�s RAT�D ASS�MBLf�S EXTERIOR UJ�LLS, �L.00RS AND ROOF IN BUILDINCa. A92 DETAILS LandscapeArchitectw�e GONG GONG}��T@ P�/G faO�.YVINY� CNLO(�Ip� ❑ A9 3 DETAILS GONT GONTINUOUS, CONTINUE PLU POT,QBLE W,�,TER , F = EXTERIOR FINfSH SYSTEM �3 SGOPE O� WORK TO B� D�MOLISN�D D�NOTED IN NIDDEN LIN� TYPE. RE: EXISTING/DEMO DRAWINCsS - � � A9.4 DEtAILS GORR GORRUCxA7�D NAME I GMP GOf�f�UC�AT�D M�TAL Pli�� QT QUAI�(�Y TILE � = GEILINCx FINISN 5Y5T�M 14 9Ui�v�Y US�D 15 T�dE TOUJN O� vAIL STI�E�TSCAI�� I�(�OJEGT. STRUCTURAL• ' GMU GONCR�TE MASONRY UNIT QTY QUANTITY NAME 2 GPT GARPET I i ��3 ROOM NUMBER TAC= FF = FINISNED �LOOR ��• FIELD VERIFY �LL EXISTINCx ELEVATfONS W/ TOV. r-vTREETSGAPE PROJ�GT. S22 �OUNDA710N PLAN ` a 'r ��`S�� '�� GT GERAM(G tIL� R RSER ❑ 523 FIf�ST LEvEL PLAN ��'�,,� �� RM SIZE � � ' GU GUBIC RGP R�FL.EGT�p G�ILINCs PL.AN 1�ODM SF 1�o FIR� TI�EATEp UJOOD TO B� U9�p ABOv� T�dl(e�'p STOR1' PEF� IBC 14(I�6.22 d 14(d�✓4 TYP. S24 SEGOND L�VEL PLAN ,�'`°.4�' �, GW GOLD WATEf2 RD ROOF DR�41N 52� TNfRD LEY�L PLAN ����� �,-a��. X GRO°vS RE REFERENGE 17. �,LL ROOF DRAINS TO B� GONNEGT�D TO T OV. STORM SEUJER DRAINS C�G TO GOORDIN,�,TE WfTN T.O V. 52.� ROOF PLAN � �� R�F RE�RICs�RAtOR 531 FR.4MINC� UETAILS ~�``�'��e° � D DE�f�/p�I�TN I�EINF R�INFO(�C�lp), CINC�) mm1 DOOR T1'PE tACx 18 AL� �X(STINC� TfvIM REMAININC� TO k3� STI�If�I��1� AND STAINED TO MATGN ,4XEL'S. S�1 FRAME ELEV/�TIONS � ° �g-����� � ��-, �� DNUJ DOMESTIG NOT IUATER fZEQ REQUIR�D � D1,4C� DIACaONAL REV REV1510N 19 ALL EXISTINC�s STUCGO TO BE P,�,TGNED AND P,�INTED RE ARGNITEGT I� PATGHWORK EXGEEDS 15io O� AN7 ' �-�<< �-���� � + z ��,, �'�. � � ���-��d�}. � DIAM Df�4MEt�R RM ROOM � ON� SUR�AC� � � ��� , � UJINDOUJ tYP� tAG ;� � � ��„ D�aPN D1,4PNi�AGM RO f@OUC�N Ofa�NINC� ��t' � � DTL DETAIL RS RDUCsN SAWN �� 2� VAc�, Inc NOT LfABLE FOR AN1' NON-CODE COMPLIANT CONDITIONS DWCz DRAIUINCz ��Y S SOUTN 21. ALL ACG�SS AND ECaR�SS FROM ALL�I'IUAY US� B1' RfCzN7 � E EAST SC SOLIp GORE UJ1 UJALL tYP� 7'ACz I EA EAGI-1 SCN SCNEDULE ELEG ELECTRIGCAU SD STORM DRAfN EL��/ EL�vATIONS/EL�vAtOR SEGrt S�CTION �-� I EMB�p �MB�DM�NT SF SQUARE ���T ! EM EMERCzENCY SNTCs SN�ATNING R�VISION GLOUD � EQ EQUAL SNT SN�ET EQUIP EC�UfPMENt SIM SfMILAR � EUJG �L�CTRIG IUAT�f@ COO�ER Sf��G SP�GIFIGATIONCS) � � EX EX I ST INC� SQ SQUARE EX15T EXIST INC� STD ST�NDARD I I EXP EXPANSION STI�� STI�F�NER � � R�1�ISION 7ACz ' � �XT �XTERIOI� STL STE�L i � � STMP ST<1MPED � • � FD FLOOR DR,�,IN STN STONE „ I, FDN �OUNDA710N STOR STORACzE � � ��- BREAK LINE � i • � �� �F FINISN ��OOi� STRUGT STRUCTUi��CAL.) � FG FIBE(zGLASS SUSP SUSPENDED � FN FIFZE NYDRANT FIN �INISN tG t�MP�RATUR� CONTROL X'12 ROOF SLOPE tAG e � n FL FLOOI@ THK TI�IGKCNESS) � � FLC� FLANCzE TNRU TNfZOUC�N Jm�� FLUOR FLUORESGENT TFF TOP OF FIN15N FLOOR � F7 F��T T/O tOP OF e v STAIR DIR�GtION LEADER FTC� FOOTINC� TOB TOP OF B�AM � C TOC TOP OF CONCRETE � � � Cs C�AS TOIU TOP OF UJALL � � C�,4 CzAUCs� TR TR�Ap � Q GAL C��4L�.ON TRANS TRAN9YER5� � � C�,4LV C;�,LVANIZED TS TUB� ST�EL - -_ - -- -- - - - � T�� Cxl Cs�LV,�,NIZED IRON TSF TOP OF STRUGTUR�4L FLOOR � '�� v CsL C�LA55 t55 1'OP O� StRUGtUR}4L SLAB �/ � � � � �� �� � � � �� f �� � ��� � � �� � � f �� � �� � � ��� C�{� C�RAp�, C�R�4DINC� T1'P TYPICAL I I � �� � � � � � �� � � � � I I � C� CxRD CsROUND � � CsWB CzYPSUM UJALL BOARD UG UNDERGROUND ----=_ - - - - - --- -_ --- - - - - _---- - _--- ---- - - -- - -- - --- _- - --- -- - - -- - - --- � � Cs1'P CzYPSUM UL UNDERUJRII'�R'S LAB � � uNO UNLE55 NOTED OTN�RWIS� � _ � r- -- OUJ1�lER: ��Il Tow�r Asaoeatio+�, NB HOS� BISB �'I I��I I I���I I I-�I I I��I I I�I I�' ��'RTI-I � o M�TAL STUD WALL � I� NG NoLLOW GoRE Y YOLT i - - - ; Acting i�epresentative: Va i( Managem��t � ,�q NDO N ICs N D E N S I 7Y Ov�R L A1' vB Y I N Y L B A S E �� ' ��'� Conta ct: Pa u I I-�untoon �°T°°-� N D P E N I C s N U�N S I T Y P O L Y E T N Y L��N� Y�R T v�R T I G A L � � f-�"�-1 �-- - � Exisrir�� � Phor�� # 4��-4262 � � NCxT N�fGNT V�ST V�STIBULE � � � � - ��'-�� �ILL � CONSTRUGTION NK HOOKCSJ VIF 1��RI�Z' IN FIELD �-�----� ' � �----J-- � Fd X � ��1 9-9�0 2� NORZ NORIZONT,4L NP N I�N PO I N T W W�S T i I U A T E R�u 1 i D�i W I p T N Addr�ss: 1�3 �ast M�adow Drive � � NPIUR HORSE POLUER W/ IUITi-4 �-- � � SUl tc� 1 4 3 � � GONGR�TE UJOOD SN�4iGES NR NOUR W/O WITNOUT `�-` ° ° ° � Va il CO 81�5� � NUJ NOt IUATER lUD IllOOD �IWG HOT WAT�R CI�GULATION WG WATEI@ GLOSET i F� NDW NARDWAR� WP WATERPROO�IINC�) � �' '�`�s�-'� ` ' ' ' ��,<„�_�_ �,���__ ,��_��;,r�_ ,��__ �r CzRAVEL � i i i i i i i i i i i i i i i i i i i i i SOUND B0,4RD H�V N�ATINC� 8 VENTILATION WUJF U1�LDED IUfRE FABRIG �'��������`���'`���'��=��'"��'����''�'`-'�� � '- C�EN�R.4L T.�.D. IN INGNES I I ~ INGL INCLUDE ASPNALT � \ CzLASS GO � C OR: IN�O IN�ORM,4TIDN j \ -{ INSUL INSULA7f ON/INSULA7INC-� INT INT�f�IOR GORRUCx,4T�D ��'� ��`�`��` '��'`'�' � �'�`�' GONGRETE BLOGK JG JANITOR GLOSET � '< <� t .,� ` ` %i,��r�i'��� M�TAL JT JOfNT KV KfLOVOLT � , , , � - - GOPP�R Revisions: KVA KfLOVOLT ,4MPERE � , , � , � , , � j,'� ; BRICK $NINCaL�S i , 08.23.06-drb sub. dec LAv LA�ATORY -z 09.18.06-permit revisio : SPANISN -- �B�a� PouN�s ji�i,;��%/%i;%/,;/i� sr��L t��� �4RGN f TECT: v�,g Inc Archi tects � Planners � LP LOW POINT --- LT L IC=NT PO Box 1�134 � LvR LouvER --- �, � � ,;� � Va i 1 CO 81�58 ,','�, , ,, "�, ,%'� ALUMINUM ----� , ,�� i�ii ;�%/ iii% �9�I�) 9�9.��3� f x C9�Q�) 9�9.8134 ----' UJOOD CROUCsN) Contact- 1`°lik� Mascaros UJOOD (�INI�N�D) STi�UGTUi�AL Monro�/N�w�l l Enc�in��rs, I+�e. ENC�IN�Ei�: �ox 195�f " � Avon, CO 8162f� PL1'UJOOD C9�I�) 949-`I��B �'X (g��) g�g_q.��j� IssueDates: PLA9T�R/C�UJ�/ Conta ct: Lesl ie i�eed "G" 02.05.05 :prelim drb s�ueeo "H"04.11.06 :tech review I 'J"06.05.06 : informal review acoust�c -r«� " "06.27.06:95°!0 owner sign o - - "L"07.27.06 :permitJbid set G�RAMIG/G2UARR1' �� � � � �� � �� � I Sheet Title: TI�E I ` J,� , .- � � .° ' - - MARBL� T� p � � � ` The drawings, spec�F�cat�ons and other documents prepared by the Architect CVail Architecture group, fnc� for uld6�X �, th� ProJect are instrum�nts oF the Architect's servie� for use solely with respect to this Pro��et a+�d, unless oth�rwise provided in wrttir�g, th� Architect shall be d��med the sole and �xclusive author oP t��s� documents General �> � � ' � � ' � � �� STONE I and sk�all r�tain, without limitation, all common law, statutory ar�d otk��r r�s�rv�d rights, includinc� th� copyright � ; hereof No person, whether having come rightly into possession hereoF or ot�erwise, shall employ these � documents on any other pro�ect, nor for additions to this ProJect nor for the completion of this Pro�ect by Notes & , others, unless with the prior express written consent of the ,�rchltect and upon appropriate compensation to the =� ' � CsR�4NITE Archit�ct in an amount and kind satisfactory to t�� Archit�ct Th� Arck�itect �xpr�ssly claims all proprietary ��^y�an�.a� � a �� - y rights in the material which is issued in conPidence For design a+�d / or construction purposes of this Project as Q��ll(,.1Q�lta� noted These materials may not be copied, modiPied, nor employed in any way without specific prior written co�sent and permission of the Arc�itect. I � BAT7 INSULAtION ProjectNo: ` vag, I�c Architects � Pldnners All ric�hts reserved. � RfCsfD INSULAtfON REViE pE� gy 252�.w , Sheet No: � � UJOOD 57UD WALL SEP 2 5 2006 COLORADO INSPE ��• � CT�ON IAGENCY cQ 7005 V A g Iro archflects t planners �I� f����l� '� �Ol�l��� (1�1 �3 �-_- �� � 1�l ' � ��l�l�l�� f fi� _____ __- ___� � � �� _ - - �� f � � ��� ' � ��1���� f � ___=_=_=__- =-=_=_=� __=-__ =_= -===� -_-=__=_== ==_--, < ���� f � ��� � =-_--=� -_-_-� ---_ -� � AXEL"5 ENTR,4NGE xsa EXISTfNC= - NO IUORK TO B� �'�RFORMED ' � � u � VA�, T11C. Architects &Planners � ��� � s � � � � � ° � � � � � � � � °� � ° � � ° � � ° � � - —— — Post Ofiice Box 1734 ' Vail CO 816581734 ' � {970)949.7034 � `. fax•(970}949.8134 — — — -`- — — \ emazl•general@vagatclutects com � - - e 90 BenChmatk Road Suite 202 , — — — — — — Avon,CO 8162A � \ � Development X - w . N I ' � Z , General Contractor � � - � � Q � . � 1Vhsc Consultant. � �l " I AX�L"S 0 RE TA I L i stn,ctural Engmeenng. 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FIRST FLOOR/AXEL'S I = _ = I I � � � � � � _ ' tlm2'-9" — — — — — �� _ _ _ — I I— — — — � � — — — — — � I I� ±102'-9�� I �� \ / I I I I Revisions: � _ _ _ _ � �� I I I I _ - _ - T.O. S T R E E T i � 08.23.06-drb sub.deck DEMO EXISTING LI�NT WINDOW TO REM�,IN WfNDOUJ TO +���I_�,I 2 09,18.06-permitrevisio ; FIXTLIRES REMAIN R�LOGA7� PANO J�IUELr'vl' S70RE EXfS71NCs ALARM DEMO 1�ENEER OMLY O� EXISTINC� �L�CTf�IGA� SIC�N TO BE R�MOYED TO I��MAIN EXISTING PLANT�RS --\- STOR�D AND REPLAGED � NOS� BIB TO R�MAIN EXISTINCs �IR� - --' DEMO EXISTING LICsNT PIfa�S TO f��MAIN DEMO �X15TING STR��T LAMP __ _ ,4ND Pi�Ei� FOI� N�W LAMP �IXTUR�S, PREP FOR NEUJ FfXTUR� DEMO DOWNSPOUT BY TOV RE� PROPOSED ELEV�TIONS TO BE REPLAC�D FOR NEUJ LOGATIONS C��NER.4L NOTES: = ___ I ALL NEUJ WOOD TO BE FIR� RESIST�,NT TREATED AND TO MEET TABLE 14m�o.21_2. 2. ALL N�UJ STUGGO t0 BE NON COMBUSTABL� 3 ALL ACC�SS AND FG��SS Fi�OM ����1'WAY US� RY (�fC�sl-4T 4. VAc�, Inc. 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Architects &Planners Post Office Box 1734 Vail CO 51658 1734 (970)949.7034 fax (970)949.8134 ematl general@vagarctutects.com 90 Benchmark Road Smte 2�2 Avon,CO 81620 Developmeat General Contractar• 1VUsc Consultant• Struclural En ��neenn� MechamcaVElectncal Engweenng I.andscape A�tutecture EXISTINC� DORMER TO R�M,41N f-� �Y�. , �y��������� BOIL�I� F�UE TD ��MAIN 5 � ��� t��� i�� ��� � NON OPERABLE BELL TO BE '. ��� < � _ _ R�PLACE WITN OPE(�ABLE BELL �-�,� ���-.� ��, �� � DEMO EXISTINC� FASCIA c'�r �`��� �x� �� I ���f���`�"��''K,c`' ' FIR� LADDER TO REM,41N �� � �c�� GRIGK�7 TO REMAIN - �� DEMO � � � — � � � �XIStfNCa TO REMAIN 1 5T(�IP � STAIN EXISTINCs f@AFTER TO MA7CN AXEL'S I , �� — —I f�� � � �� �� � ` � � i I ``, I I I i D�MO . 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LOUJE� �LOOI�/R�STUR,4NT ,` � ±g1'-9" DEMO UJOODEN COLUMN — — ±91-9" -- - D�MO 4X4 POST � 8 CONCRET� PIER -- TO RFM,�fN GAS METERS TD REMAIN i200F OV�R STAIRS TO REM�IN GEN�RAL NOTES �XISTINC� NON-GOp� CONFOI@MINC� WOOp 1- ALL N�W WOOD TO BE FIRE RE5ISTANT TREATED AND TO ME�T TABLE 14062 12. ______ __ �_ __ __ ___ STAIR, LANDINC� � RAILINCz TO COOLER 2• ALL NEIU STUGGO t0 �� NON COMBUSTASL�. TO REM�,IT�I 3 A�� ACGESS AND �CsRESS FROM ALL�YUJAY USE BY RIC��-IT. � 4_ VAg, Inc. NOT LIABLE FOR ANY NON-GODE COMPLfANT GONDITIONS '°� 5. ALL N�W STAIR TO B� GONSTRUGT�D IUITN GLOSED RISERS. D€MO UJOODEN GOLUMN ro ALL �XISTING TRfM R�MAfNINCs TO �� S7'RIPP�D AND STAfN�D TO MATGN N�UJ TRIM g CONCRET� PIER � aLL EX15T(NC� STUCCD TO B� f'�.4TCI��D WITFd NON GOMBUSTABL� STUGCO AND PAINT�D IssueDates: TO R�MAIN "G" 02.06.06 :prelim drb PvC Df�aIN PIPE TO BE RELOCAT�D RE=A2 2 ��H"04.11.06:tech review I 'J" 06.05.06 : informal review " "06.27.06:95%owner sign o "L"07.27.06 :pernut/bid set Sheet Title: Existing West Elevation Pro;ecc No: 252g.00 - RE1�I��iED S4' � �XIS�`f1�lC� UJ�S�fi �����TfOl�l Sheet No: ��� � -� SEP 2 5 2006 �� _ COLORADO INSPECTION �3 .2 AGENCY OO �mms v a g i� archllec4s.pianners =___-=-=_-=-== ==_---=� _---____ _--- ___--� -=-__-_-_==--- -===-� -_--------- -_-=-� =-=- --_� � vAg, I�1C. Architects &Planners Post OfFice Boz 1734 Vail CO 81658 1734 (970)949.7034 fax:(970}949.8134 emul•general@vagarclutects.com 90 Benchmazk Road Smte 202 Avon,CO 81620 Developmenh General Contractar• ,tt 1Vlisc Consultant• v z - nsrru�curat Engineeno� J � � MechamcaVElectncal En�g u - W w w Landscape ArcFutecture- � �/ - U w � � � � oF �a ���,t 9�,00 E RIE FE ER � �-3�6 l��F ��v , , , . , , STi�IP AND REFfNISI-E TIMBERS ysE� aRC�� C7 D�MO ROOF � STORACzE r_;- --j � �OR N�UJ DEGK , _� _,� ���^ ''�-- � DEMO EXISTINCs �ASGIA DEMO EXISTINC= F,�,SCIA \ � %j!I '�!' � , , �� � `� � \� ��r =_ =�iCi- ==�I� `p I � I f i I ;;-= -_= _�'�= == ��� A � i � DEMO ,4LL LICxHT FIXTURES ��� '�� ��� - � i � i I ' ' '��' �!� . � PREP �OR N�UJ �IXTUR�S i�l__===��=__==� � i � � � ' ; '`- __ <_��'-� -_ -_��I �■■'■ J A Y —_iV � � i � � I i NORTN D�GKS 70 R�MAIN ' I ' � THI F 00 i�R�P TO BE REFINISNEp � , _ _ _ _ T O RD L R � _ _ T O. T�diRD FLOOR � � � ±123'-�0��2" D�MO SNUtTERS — — ±123'-�0��2" • �� � � 8 FLOUJER BOXES NORTN DEGKS TO (��MAIN � _ - - = r DEMO SNUTTERS • � 8 FLOUJ�R BOX�S � f� PREP TO BE 2EFINfSNED I T T -I � � T T I I T T I � T T I � � I EXISTINCs DOUJNSPOUT � I I I � I I I I I I I I I I I T O ��M A I r� I I I I I I I I I I I I I I I � � � � � I I � L I I L 1 I C�ORg GREE K P L A Z� G O N D O D E G K, � � C = = J = - - = C = - NO UJORK rt0 BE PER�ORMED � �� � — � '� O �I � o T.O. SECOND �LOOR I/ � 7,0. 5�COND �LOOR - — — — — — — — — — ±113'-g" � � �� � - [� '� � ;��u1�1�LI�J-1_L�_J�I�I�� � � � l�_l��J�J_�l-L IJ� 1J�1_J�1�1U� � � � � � ��_� � � � � � � �. �� � � � � � � � � � � � � NO UJORK TO BE PERFORMED SUJE�rt BASIL 5T,41RS � � TO. FIR:�T �LOOf�/AXEL'S _ _ _ _ _ T.O. FIi�ST �LOOR ,� ±1�2'-9" — — — — — — — — — — — — — — — ±1m2'-9" � � T O. STREET _ _ _ _ _ _ _ _ T O STREET ,` — — — — — LAi�EELa�-- — — — — — — — ±1��'-��� ±1��'-�" _ , -� �__ -- -� � , L_ _� � —, \ � � \ �\ �\ �\ �\ Revisions: L _ i I -- i � 08.23.06-drb sub. deck L �- -, _ - -�- T O. �OUJE� F�OOf�/I���TURANT z 09.18.06-permit revisio ; � T.O. LOUJEf� �LOOR/f�ESTUR�4NT _ _ _ _ _ �_ _^__ ,_ �� , ±°I'-9" - -- — — — ±91 9 � C��N�RAL N07�5• , 1 ALL N�IU WOOD TO �� �I}�� f��515fiANT TR�AT�D AND TO M��T TABL� 14fd�2.12. -- -- 2 ALL NEUJ STUCCO TO BE NON COMBUSTABLE. 3. ALL �aGGESS AND ECzRESS FROM ALL��'W1�1' USE BY RICxNT 4, V,4g, Inc. N07 LIABL� FOR AN1' NON-GODE COMPLf,4NT GONDITIONS -� 5. ALL NEW STAII� TO B� GONSTRUGT�p WIT�4 C�05�D f�fS�f�S I W 6 aLL EXfSTINC� TIZIM REMAININC� TO BE STRIPPED AND STAINED TO MATCN NEIU TRIM. � ALL EXISTINCx STUGGO TO BE PATGNED UJfTN NON GOMBUST,4BLE STlJGGO AND PAINTED_ f Issue Dates: "G"02.06.06:prelim drb "H"04.11.06:tech review I '7"06.05.06 : informal revie " "06.27.06:95%owner sign o "L"07.27.06 :pertnit/bid set Sheet Title: Exis�ing North Elevation Pro,ecc 1Vo: 1 �X(STINC� 1�lO�T� ���U�4TION � ,���� _ ,�-��� RE�! 1� ' Sheet No: SEP 2 5 20Qo COLORADO INSPECTION ��3 •3 AGENCY Q Z005 V A g Inc archlFects s planners ------=--____ _ -_ _=___'___=-==a _-=__-__--_--__'_- =-__-___� - -_---- ==-- _-=-=--� -__-----__— =°=--1 � _-`---_— ---� r _—_-_ ___=° _== — _=—`_� �� � � � �� � .,I � � ����� ���,% If ��� =-== t- - -- -" - - -= ==-= =-3 ---=_===—= - = - =— _ ` -=i -_________�, ______ - '_� � vAg, ��. Architects &Planners Past Office Box 1734 Vail CO 816581734 (970)949.7034 fax•(970}949.8134 emazl:general@vagazclutects.com 90 Benchmazk Road Smte 202 Avon,CO 81620 Development General Contractor• 1V&sc Coasultant: Sttuctural E�ineeru�g MechamcaVElechYCal Eo m� eenng Landscape Architecture• ` EXISTINCx BOILER FLU� ���'� , �,�- ���f G'���, NEUJ RAFTER TAIL ��" ����v. EXISTINCs ����� �", SNOULDER B�AM '� ��� �� � � �XISTINC� � SNOULDER UNDER Ff`AME CzABL� � �P���� + B�AM GEN7ER OF STAIRW,4Y � / '�, TO MATGI-4 SLOPE OF ���f�' C����� IUIR� FOR N�IU EXISITNG ROOF � �� � LIGI�-4TINCa TNROUCzNOUT UJIRE FOR NEUJ LIC�NTINC� TNROUC�NOUT STAIR � STA I R NEIU UJOOD RAFTER 7AIL5 TO � MATGN SPECI�S ON AXEL'S TO \ O O MDEDD�N - � ;'� � .\ �` `9 � .� i ` � � � � , , !� ` `� _ _ . � • �9 �' � U1ALL OF ELEYATOR � � � 4�_5�� % -tl �9 �9 � P- , � � � � � ` 3�-��� r� � � A,^ T O TNIRD FLOOR _ _ _ _ _ 3,� !,_L__ __ _ ' _ _ T.O. 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NOT LIABLE FOR �4N1' NON-CODE GOMPLI,�,NT GONDITIONS 5. .4LL NEUJ STAIR TO BE GON57RUGT�D UJITH GLOSED RISERS. Issue Dates: "G"02.06.05:prelim drb "H"04.11.06:tech review I 'J" 06.05.06 : informal review " "06.27.06:95°�6 owner sign o "L"07.27.06 : permit/bid set Sheet Title: � Proposed Building S ection � ��G� I Ol�l �"�—li�l� ��,4 f fi�UJ�4�'� �;�tNo: . � ,���� - ,�-m�� 2528.00 REV����E� �� Sheet No: SEP 2 5 2006 COLORADO INSPECTION A4. 1 AGENCY OO zmm5 v 4 g �ne arch�tects t p�anners RE ELEVATfONS -= — ——__ _ ____i r 1 � / I i i 3 i � A92 i � I I � � ' �/ � � �� i ` � V�g, InC. _ � � � �� � . � � � � � � � EXISTING STUCCO, PAINT AND ; , , � � � Architects &Planners -� PATCN TO MATCN EXISTfNC� ; ; i � \ � NEU1 SINCsL� PLl' �ULLY � �'�,� ` � ,4DN�R�D WAT�RPROO� PostOi�ceBox1734 / \ i , Ysil CO 81658 1734 i � � ��\ \ i MEMBRAN� UJ/ MATGNINCx {970)949.7034 .� t.o. T�dIIvD FLOOR � ; �: — ��� �.` � � BALLAST TO �X15TIN�s fax�(970)949.8134 � email:general@vagarclutects.com 1 ` e I. 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Q 0 Plan 0 � N W � � O O N 6� � r .�' Project No: fV N � - � 6885 � � R�,������Q U i Sheet No: � � m 0 0 U SEP 2 5 2000 � � COLORADp INSPECTION AGEPdCY � t V.�g, Inc. ����ts &Pi�� �t�B���� v� co si6sa.n3a (970)949.7034 . ry. � , � . �� � _ faa:(970)949.8134 � . t. . t_ ,h ema�:gen«al�vaganchitects.com �., !_..n �,. .„ , .,.��. _,. . _ . ` 90 Benchmarlc Road Suite 202 ,... ., ' Avon,CA 81620 - � _ ._ v. ., . .� _ _ _ _. _ �. _, �� ._ � w .. � ., _... _ _ . �_ _ ._ �_ . _ .,� _ ,.._ . . � _� ' ; - � _ ♦ Dcvelop�nt • � ° � _ ' � _ Structural En rin� a � � Monroe&Newell Engineeis . � � 970.949.7768 - :, Mech�amcal F�gmeermg_ , Electncal Fa n�. �- - � ° , , . __�._ w rt_.,, n ._ v ,_ .,__,__, _. Civil Bn nuring ' , � F — . , � � ` � ° � '` Ian�cape arch�oect�u+e. F k � � t � � �_. _ _�.» ,._r., �._.._2_. �i j i r _ d ii ' _ ' , '� EXISTING PL.°.NTER � ' ` ° <�' Seal < � t , , � , � ' , ' �' Ll� , , , , �, •G �0�9 ' ' � ' a„ . .a , � � _ � '� . -_-. . _.. -_ _ _ - N9 G� 'O . � � "i"� CO � - - - - - -- � ■ _ . !°�� , � - - � , �W � � � • P� r� � � �..� • P� , . � � , • �� ^ , , � C3)-�X6 •� � GOLUMN ; TYPIGP�L `^ 6X8 � `�� ` GOLUMN � , , � � � � � � , ' � � � r � ; , . V , � O � .. � [—+ ' � � � � ■ 6Xa ,,.� � GOLUMN � n - ' � � _ � � " NOTE: _ � � AT ALL NEY�I Ah1GHOR5, GROUT _ � U EXISTING GMU GELLS SOLID� ' O ONE GOURSE ABOVE, THREE - � GOUR5E5 BELOW, AND FOUR EXISTING � GOURSE I�iIDE. (NOT REQUIRED FLOOR �XI� LEDC�ER WITFi � � ' AT NEW GONTINUOUS LEDGERS.) �� 5/8"m X 5" HILTI HY�O � EPDXY ANGHOR A�" 53.1 2�_�„ EXISTING -_ ... . - _ _ _ ' GMU WALL � 8 ; 541 _,. „ ; 102'-G" EXISTIT�IG GROUT '1'} 3 FLU GMU ' i NEW PLANTER TOP OF DEGK RE: ARGH. t ,. -; - - -, � � = � , ; , . " = EXISTINC-� � � ry ' - - = ELEVATOR 4X1� �' ' ` _ - - , 5 ( 4X12 STRINGER � � ' I'-4" � ' _ _" , � - . 12 Revisions: '(STRINGER � � 2xio a.r i�-4�� � - d 2X1O 53,� � 08.16.06:deck revisions X I�' ' _ 4 X I 2 - rh� � ` � LkT �'-O' 009.18.06:pCimit i'eViSioIIs STRINGER � _ �{.�EW 2'-O" DEEP F�OTING - ; I i 4X12 PP.D L�11TH #5 P.T I'-O" EP.GH WAY � - - - - -- - � 7RINGE _ � � HSS 12X4X5/8 � � ' _. ,._.,. _ . - - � = - - _ - ' -- . - -- - - -- - x - - _ - - - - - - Z GOLFJMN , I I � � � '� �� - OPEN � � z F HSS 8X4X1/4 � � ,��,;,�� _ 103'-II" � N ` ' ' ,�` '�`�.�`�a. Q�1'-3" HSS 4X4X3/8 ' ' ' � HSS 8X4X1/4— ° _ _ �HSS 8X4X3/8� � TOP OF GOLUMPI , • ' TOP OF � ` � 1 t ; . � ' - - ��-•, l_ JQ EXISTING PAVING DEGK NEW 5 I/�"-16 GA �" 2 ., METP.L STUD �` � _� . . ...� _ o _ _, . ,_ .,._ �,_ ... . � . , _ . ...__...» . ,_.�.. . u, , _..� , ° °- --, .:_ -, -- W�4LL 1�B0�/E '� ` - HSS 4X4X3/8 1 -� ' , �i NEW 3 I/2" 16 GA • , � �� �' '" H�✓-5 4X4X3/8 GOLtJMT�F UP ONLY� " - _.-, M EXISTINC� H55 6X3X3/8 HSS 6X3X3/8 AT I'-O" METAL _ „�' - � � ---�Tr- . _ _ HSS 6X3X3/8 � GOLUMN GOLUMN STUD WALL , - _ 2 GOLUMN � ����� - _ _ , GOLUMN GMU WALL � ' S4 2 � ` ° - -- 54 I 4 - - _ �_ . - _ f ,� _.. � � " - - - 54I ' ' - _ ' � _ � W - UJOOI� F(�,4MINC= NOTES: � � • � I /�LL iNOOD FRAMING JOISTS 5H?.LL BE DOUGL.45 FIR-LARGH ' � IN THE GRADES SPEGIFIED IN OUR GEERAL NOTES ON 53.0. , IssueDates: , _, - - _ . � _, 2. "V.L." INDIG.°.TES V�RSA-LAM BEAMS, AS MATVUFAGTURED BY BOISE ` - - ,,.� ' - " ' - - _ _ ' S GRE TER G�PAGIT�Y AS LISTED N�THE STRUGTURAL GE ERAL E OR �� __. � - _ � - � - ° ` „ � _ _ -' ~ � ` ^ `- 'Z"07.27.06:peimit/bld Set ` NOTES ' ' 3 Q IfVDIGfaTES GOLUMT�I DOWN Or1LY- MULTIPLE 2X FRfaMIr1G NOTED ON PL/�NS - 4. � INDIGATES GOLUMN UP AND DOYJN UNLESS IT BEARS ON ' ; GONGRETE WALL OR FOOTIN6 BELOW, OR IT IS LABEL�D UP ONLY. 7 5. � > INDIGATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION N 6. � IIVDIGATES TOP OF DEGK ELEVATION � � �� � � � �� � � ��� � I `�� �� �I �t I/4" = I'-O" 7. HEADERS SHALL BE (3)-2X10 UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 I/�" �3 I/2") I�IIDTH BY � ADDING PLYWOOD SPAGERS RS REQUIRED. Shett�tle: � 8 ALL GOLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE ' ��YS� �I. WOOD GOLUMT�15 SHp.LL BE GOTVTINUOUS FROM FLOOR 1 , ¢ TO FLOOR OR FLOOR TO ROOP TRIMMERS SHp.LL BE ADDED TO Level N NOTED GOLUMN SIZ�S AS REQUIRED � M � 10 � INDIGP.TES Ih1TERIOR BE/�RING WALLS FLOOR J015T5 ��� � � BEARING LOGATIONS SH?.LL LINE UP WITH STUDS BELOI�I 0 0 oN�i II. ALL EXTERIOR WALLS SHALL BE GONSTRUGTED USING 2X6 a, STUDS AT I'-4", UT�ILESS NOTED OTHERWISE REFER TO,EXTERIOR iN?.LL DETAILS FOR ?.DDITION�.L It�1�ORMP.TION � � IZ. ALL BEAMBEAM AND BE/�M/GOLUMN GONNEGTIONS SHALL BE PIOjeCtNo: y MP.DE WITH SIMPSON STEEL i�Lf�TE GO1�INEGTORS UNLESS T�IOTED '�' OTHERWISE. ' `� 6885 . � � 13 RE ARGHITEGTUR,4L DRAWINGS FOR LOGATION P.ND SIZE OP � ROUGH OPENINGS IN WOOD STUD WALLS. �EVIEt�1lED �Y SheetNo: � 14. f?E aRGFiIT�GTURf�L DRAWINGS �OR HP.NDRAIL /�ND STJ�IR m o �RAMING DETAILS. ¢ 15. ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS STUDS FROM SEP Z � ZQO6 3 �LOOR TO FLOOR OR FLOOR TO ROOF (INGLUDING RAKE Y�IALLSJ � COLORADO INSPECTION 0 AGENCY , VAg, Inc. ��n��� & Pl�� �t�B���� �� � g��.��� (970)949.7034 fax:{970)949.8134 _ ema�:geaeral�vaga�hitects.com 90 B�chmark Rosd 5uits 202 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A�� / / ,� Dcvelo�ment: i ',� t �� - , � y - ; / � NEW ROOF - � / /� i� / � � .f-�� Structural Sngnarin� � j, /, � ��, � � Monroe&Newell Engineers - ' ' / I l5)-�x6 S�`3 �p�� 970.949.7768 /'� /�' ; ' GOLUMT�I �/ O -i �'3 Mec6amcal FaY�-�nn8_ � - j' �` � , � �-f-��L ; , , � � , `�� P p2� �nee . - ,� / / I s-ru � \� \\g�� �.+�C �� ffiech,cal , j i ` GOL M �"� P �'f' � / L , ' �.� ,'� �' +�Oti� \ � C��X6 c���� - � �c � ; / f= --�-�- - - - - - - � \,y \ ,0 \ Laadecape Anhioxwce: �ti I � �+6X14�p�� \ 6X6 I � ��� \�Q,•� J�- GOLUMN - � � � � - � � WSX28 � � �' 1� ' H55 4XI XI/4 NEW (3)-2X6 s� I , \ UP ONL GOLUMN p r � � , �;�-,t, �� .2 �' \� � q ��"L��O � „\ \� ` ����� 543� q � c�,_• ��� � RFp';,p � � \�� \ � ? `� . G R LE�_5- ' X I � ; 4 •� � X �\ ,�l`.3 � ° .•Q W , EXISTING 2X6 �` i I`�� STUD Wp.LL '9 • N• ,••'c�L V IN�/ERTED LUS �� ', \ FIELD VERIFY � O � INVERTED LUS Q HANGER �� ' � HANGER � � ^ � I - �X'TV^--� �!I � I W AT I'-O" O �n'j ' � W � �/ �/� 1 J � /i �;i �� � �: - - - - - 3 � � -. � I ' X i / / I� � I � - - - - - - - - - - - - - - - - -� W p �; � J � % I � �_ - - - - - - - - - - - - - � � � ,', ��,�,/ � '�. NEY�I (3)-2X6 k(1 STUB GOLUMN � � ' i i ' �x � H55 4X4XI/� 5�� I � 6X8 ° X12 ♦ � I I I UP ONLY I , ' I I GOLU � � BRAGE i � �t" BUILT-UP � I r I I WSX28 ; � I4 I � � � � i - - - - - - - - - � � 53 � I �-- - - - - - - - - - - -� � _ � I I i SXio �� ��`� �� - - � � �X DEGK I '� � � - �� �� � � �i X� � � I I �4 3 � I N Q 8X0 UMNUB � � � � � i I � i- - - - - - - - - - - - - - eXl2 � 1� •� C� � ' _ � ' ''� O �' 3 _ X 3 .�1 � GOLBUMN'I 1�4� � � 54 I � � LU5 +-IAN R (� � � I (TYPIGAL� i �F NEW ROOF O I � � � I ' � � � �� I ��Q � w I I i � � � I � I � i � � � � LUS F+P.NGER AT 2 x0 j I13'-�1" 6X8 8X12 �� � (TYPIG/�L) W � i TOP OF GOLUMN gRLT-UP � ^ I � � DEGK W - - - - - - - - - - � N I � � Q � � W I EXISTING � J �- w FLOOR tU �'i I � � � � I �� � �Z � EXISTING ROOP � � i - � � X � � �j n � � � NOTE. � W � II � W � � - I AT .B.LL NEl^1 .°.NGHORS, GROUT ; i EXISTING GMU GELLS SOLID I I� `�3 I -I I OriE GOURSE ABOVE, THREE i I GOURSES BELOW, P.ND FOUR EXISTINC� 4" I I I �\ I 531 �� % _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ATO El^i GONTINUO�S EDGERS� GMU Yd.4LL �''�°�, I I I� �4)-3/4"cP � ' ANGHORSI VERTIGAI� I I � � 'SP.4GING 6 i t .�,, � � , _ -- ' I 8 53 2 �2 12 10 53 I-j 8 I 2 53 I I I �•� I13'-G" EXISTII�IG 531 53.1 •� �X�o J TOP OF . FLU AT 2'-O" (V � --- I DEGK �� ' / J W I � _ ti �' EXISTING � � . I - ' 4X14 �ST INGE � 2X10 AT I'-4 � \�'� �' li3/4" i I 4��� 4X1� � ELEV � Revisions: � - � I I � 2X�o ' i I-= - \`� � -2�3/4' � ' ' i � ,N � v 8x�2 Q 08.16.06:deckrevisions - - - - - - - - - - cv � � � X ar i'-4" � � T I � i i f7N! ,' I ' � U� X � - Q09.18.06:permit revisions �— m � �T�B � � I � il ZXIO , � , � N N I � � 0 ` - l�l -- � -- = 4x�2 � cv � � i T ��- i .4�u�l-J-- _ 4 •. � � 1 � SXS STU GOLUMN i � � ; _ ��f- - -----� X � � � -t � N , ry _ _ 54 I 12 � �9 W � —,-- � � �t �Q � 7� � i - =�iZf-��FRFt�6GG���RRR X ----Kftf �TE RE. 6/531 I �p TRINC�E � }�5S 12 � 4X5, i K � X � x � � 0 � � � �I � � � � 12 (TYP!IG/�U � 531 cv i i� � NEY�I ROOF ,� S�TR�1�lE�ER I � GOLUMN �� � II -2" TOP OF � tf1 � � i � � i I ._ .. �t i- - - - - - - - AC 6 16 54 I i ' LANDINC� � � � m 4 12 STI�ITt�EF`� uP ON3Y6 'I �X' i i� .4T'�2'-O" m — TO OF z i _ _ 55 SX3X / � � �XIO LEDGER WITH 5/b"�X5" HILTI HY20 � i = - � EPDXY ANGHORS AT �'-O" �-- NEW 5 I/�"-16 GA -J 4 D GK i t0 - SX12 2X10 METAL STUD WALL 2X1Q�„ l�T 2'-O" 541 ( � HSS SX4X1/4 �T 2�_ <I10'-q"> � �'- - _-__ -� HSS 4X4X3/8 ;,��,.{-_�, -- _ _ __ `---� � HSS 6X3X3/8 HSS hX3X3/8 �--^� �-- GOLUMN - - - - -- _ r1EW 3 I/2"- GOLUMN I� ��� /��,,\ I� � � � ADJAG -- - -- - -- - __ _ 16 GA. METAL � 3 I GOLUMN � q I/ �/L. FASGII� EXISTITIG STEEL ��'` � ' ��� �I 542 BUILDIT�IG �`�� HSS 6X3X3/8 STUD WikLL 4 GOLUMN ����l�j� �� II- -,�-- - �- - - - - -��-_ I -- - GOLUMN 54 I 54 I 5 531 531 `_- - - - � �� ��- -' � � � - � i�00F F(�,4M INC� NOTE S: I -;- �-- -__,_ =T-- _ _ _ _ 9 __ , , � � � � � i �- - - - -T= - - -�- - __ � __ ; � � C2)-�ao I_ I i I � I T - -�I I I ROOF SHEATHING 5/8° ( 40/20 SPAN RATING). STAGGER PANEL END JOINTS GLIPS � AND FASTEN WITH IOd Nr41L5 AT 4" MAXIMUM ALL EDGES AND I'-O" MAXIMUM I I 1�f�( � OTHER SUPPORTS j I I I i I � _ _ -�-- __�_ 1 _ � I � � I ' DEMO EXISTINC� � RE ARGHITEGT FOR ROOF SLOPES AND BEARING PLATE HEIGFiTS �e �• r __ � ' ROOF BELOY�I � - - - - - - --- - - -L- � t I- i NOT NOTED. � - - - - - - 3 ALL HEADERS SHALL BE (3)-2X10 UNL�SS OTHERWISE NOTED. ALL 'Z"07.27 06:permi 1 Set I PLYWDOD SH�IMS AS REIQUIRED TO 5 I/2" OR 3 I/2" WIDTH BY ADDIT�lC� �OOD Fi�'.4M INC� NOTE S: � � I 4 �.LL HE/�DERS LONGER THp.N 6�-O" SHaLL REC�UiRE T�o rRir-t � � STUDS AND TWD KING STUDS EAGH SIDE I ALL WDOD FRAMING JOISTS SHALL BE DOUC�L/�.S FIR-LARGH � IN THE GRADES SPEGIFIED IN OUR GENERAL NOTES ON 54 I. I 5. ALL JOIST HP.NGERS SHALL B� 51MP50N LUP, WP OR L55U TYPE � UNLESS NOTED OTHERWISE. � "V L " IT�IDIG�TES VERSik-L.4M BEAMS, .45 M?.NUF?.GTURED BY BOISE G�.SGP.DE GORPORATION ALTERNP.TES SHi+.LL HP�VE TFiE SAME OR � 6 A L L B EAM T O G O L UMN GONNEGTIONS, BOTH TOP AND BOTTOM C�REATER GAPAGITY AS LISTED IN THE STRUGTURAL GENERAL N � � ��� I � � � �� � � ��� f '� I� �� � SHALL USE SIMPSON PLATE GONNEGTORS UNLESS NOTED N O T E S I � I I �l I OTHERWISE ON DETAILS. 3 � INDIGATES GOLUMN DOY�1T�1 ONLY- MULTIPLE 2X PRAMING T�IOTED I/4" = I'-O" � '1. ALL EXTERIOR Y�lALLS SH.4LL HAVE GONTItVU0U5 STUDS FROM ON PLANS. � FLOOR TO ROOF (INGLUDING RAKE WALLS). 4 � INDIGATES GOLUMN UP AND DOWN UNLE55 IT BEARS ON SheetTltlC: i 8 < > INDIGATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT GONGRETE WP.LL OR FOOTING BELOW, OR IT IS LP.BELED UP OT�ILY. Second � G. SEE S+iEET 4 I FOR GET�IERAL f�IOTES. 5. < > INDIG.4TE5 TOP OF BEP.M ELEVATION OR PLP.TE HEIGHT ELEVATION. � � 10. OVER FRAMING SHP�LL BE �X6 MINIMUM AND SHALL BE P05TED 6. �— INDIGATES TOP OF STRUGTURAL FLOOR SHEATHING L��e � ¢ DO1NN TO MAIN TRUSSES ON �'. GRID NOT TO EXGEED 4�-O" x 4�-O" (I6 �T 2) ELEVaTiorv � r�i 1 HEADERS SHALL BE (3)-2X10 UNLESS 1�lOTED OTHERWISE ALL ���n � II. FOR ADDITIONAL NOTES AND DETAILS S�E SHEET 53.1 H�ADERS SHALL BE BUILT OUT TO 5 I/2" (3 I/2") WIDTH BY i� ' 0 12 ALL GOLUMNS SHP.LL BE C3)-2X6 U1�iLE55 OTHERWISE I�IOTED ADDING PLYI�IOOD SPP.GERS P.S REQUIRED 0 rn 8 ALL GOLUMNS SH/�LL BE C3)-2X6 U1�1LE55 NOTED OTHERWIS� � 9 Y�IOOD GOLUMNS SHALL BE GONTINUOUS FROM FLOOR PtojectNo: , � TO FLOOR OR FLOOR TO ROOF TRIMMERS SHALL BE ADDED TO N t�IOTED GOLUMN SIZES AS REQUIRED. 6SOS 0 10 � INDIG.°•TES INTERIOR BEP.RING WALLS. FLOOR JOISTS �E�i����� �Y N c BEARING LOGATIONS SHFrLL LINE UP WITH STUDS BELOW. � Sheet No: ° II. ALL EXTERIOR WALLS SHALL BE GOt�LSTRUGTED U51NG 2X6 u�i STUDS AT I'-4", UNLESS NOTED OTHERWISE REFER TO EXTERIOR p WALL DET.41L5 FOR ADDITIONP.L INFORMATION SEP 2 5 2006 � �°¢� 12 ALL BEAM/BEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE g MADE WITH SIMP50h1 STEEL PLP.TE GONIVEGTORS UNLE55 NOTED OTHERWISE COLORADO INSPECTION m = AGE�;CY 13 RE ARGHITEGTURP.L DRf�WINGS FOR LOGATION AND SIZE OF ROUC-�H QPENINC�S IN WQOD STUD WALLS � VAg, Inc. a��n��� &��� �t�B���� v� co gi6sa.i�3a (970)949.7034 fax:{970)949.8134 ema�:geaerat�vagac�chitects.com ; . _� a.,, .. �.�, „_ ._� __ ..� _.... __.w _... �_ _w.. __ �... _.� �. _.. , _ _. _6, __. �� _ �, �. _,� ,..� ,._, t _ .. �_.. _„.. �.� -- -.._ �. __F. _„ _,,,,. ._ ..� _. _.., _. _.. W . .._ .�. �� w_v d�,� _ 90 Benchmark Road Suita 202 r Avon.CO 81620 . - � � \\ Development l � � � �� _ . - . \ 5,���� , Monroe 8�Newell Engineers . / 970.949.7768 Mechamcat Fa ng�g_ , \ `�� ��� Y..Y w .m _ �� . _ , .. . . � _ � .. � c�so�� ; -� - - - -� r� _. .._ ,. s._ _ . � _ __ _ _, _.� . ; � / ; _ _� � I.an�pC nrch,cxdme ., .�, .. _, .� ' �� < , � 54 3 : . , 4 � � ' —�' � \ HSS 4X4X1 4 Seal t GOLUMN _ � � , � (Y�lR�4PPED ` p�� ; � . ` ` ��� � ,�� ,•\S �D , ..�.� .�+ , �\\ GURVED 5 I " X 13 I/2" '� 'Q'�`� ' �a'•�'o GLU-LAM (WI�AP ED TO � '\ \ 8X 16) # ,\ '4' i � : , \ 54.3 ' 'O. ,; �. � . G � ' '�;, ��o • •�� . F ` „` ,\\ c� � ` � � i s.. INVERTED LUS � 1 �� i INVERTED LUS �k�-� � HANGER ��, � HANGER � � - I ^ ' , -� I � � � \ � 2Xio �' �I` � _ , _ _ , ` , ' I AT I�-o��, m �( �� � _ . _ _ _ _ t � r- � � u � � EXISTING TS 4X4X3/8 � ' I � ry ��% ��� GOLUMN ` ' / I . . „ - - - - _ . ' � � � , � � �/� � W v ,// ' � • � EXISTING WI6X5-1 -� . - . _- _ u, _ � � " / � �D ;�j'� / � EXlSTINC 2X10 � I z 0 / �� . ;i , AT I'-4" DEGK i � � � �� �� � � - �' � ^ JOISTS i �� I � � J X h■ \ ` ,� ; � �� � �� � w '6 i �.'r ' % � � Q. 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Q S�.l GOLUMN � OOD �R.4MINC� NOTES: ' �� - Hss bx3x3ia 16 GP. METP.L a - - GOLUMN STUD W.4LL 541 , , _, �� I. i+.LL WOOD FR.4MING JOISTS SH.4LL BE DOUGLAS FIR-Lf�RGH _ � - xrs42 541 �� �N THE GRADES SPEGIFIED I1�1 OUR GENER�4L NOTES ON 54I 9 _ �'__�� - . , y - ' �� -� _. ; �. "�/.L " INDIGP.TES VERSA-LAM BE?.MS, A5 MP.r1UF.4GTURED BY B015E �'� GASGADE GORPORATION. J�LTERNP.TES SH�.LL HAVE TFfE SAME OR � � cREATER GP.PP.GITY AS L15TED IN THE STRUGrURaL CENER�L � � IssueDates• - - ' , ' NOTES � - " -" ~ - _ -i - � , . . _ 3 � INDIGATFS GOLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED ' ~-_ ' �_ � - , "L"07.27.06:permit/bid set .. V ON PLANS. � - ° � ' 4. ■ INDIGATES GOLUMN UP AND DOY�IN UNLESS IT BEARS ON GONGRETE YJALL OR FOOTING BELOY�I, OR IT IS LABELED UP ONLY. 5. < > INDIGP�TES TOP OF BE?.M ELEVP.TION OR PLATE HEIG+iT ELEVP.TION 6. �- INDIGf�TES TOP OF STRUGTURAL FLOOR SHE?�THIh1G ELEVATION 7. HEADERS SHP.LL BE (3)-2X10 UNLESS NOTED OTHERWISE ALL N � � t �� � � �� � � ��� r �� �� �� HE?.DERS SHP.LL BE BUILT OUT TO 5 I/2" C3 I/2") I�11DTH BY I I ADDING PLYWOOD SPAGERS AS REQUIRED I/4" = I'-O" b ALL GOLUMNS SHALL BE (3J-�X6 UNLE55 NOTED OTHERWISE. �i. Y�IOOD GOLUMNS SHALL BE GONTINUOUS FROM FLOOR SheetTitle: TO FLOOR OR FLOOR TO ROO� TRIMMERS SHALL BE ADDED TO T��� NOTED GOLUMN SIZES AS REG2UIRED. ` ¢ 10 � INDIGfaTES It�ITERIOR BEARII�IG WALLS FLOOR JOISTS � BE.4RINE� LOGATIONS SFiP.LL LINE UP I�IITH 57UD5 BELOW. L���� M N II. ALL EXTERIOR WALLS SHALL BE GONSTRUGTED USING 2X6 00 STUDS AT I'-4", UT�lLE55 NOTED OTHERWISE. RE�ER TO EXTERIOR ��Au � o L�IP�LL DETAILS FOR P.DDITIONAL IN�ORMATION. �,jj N � I�. .4LL BEAM/BEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE � MADE WITH SIMPSON STEEL i�LATE GO1�INEGTORS UNLESS T10TED OTHERWISE. . � 13. RE: ARGHITEGTURAL DRAWINGS FOR LOGATION P.ND SIZE OF PtO,jeCtNO: � � ROUGH OPENINGS IN WOOD STUD WALLS. � 6885 � 14. RE. ARGHITEGTURAL DRAWINGS POR F+ANDRAIL AND STAIR . � � 1 ��.M��G oETa��s. REViE����ED BY SheetN : � 5. LL EX ERIOR YJALLS SHALL H/�VE GONTINUOUS STUDS FROM O O PLOOR TO FLOOR OR FLDOR TO ROOF (INGLUDING RAKE LJALLS). ¢ s S E P 2 5 2006 _ COLORADO INSPECTION ° AGENCY VAg, Inc. ar�hitects &Planners rosc offux sox 1�3a v� co si6s8.i�3a ` � i (970)949.7034 ' faa:(970)949.8134 ema�:gen«aiQvaga�chitects.com � 90 Bwchmark Road Suite 202 '_ ,�..._,- ,.� �� „� ___._,�__.,_...___�m�,_,--._- -.-_.__�m,r-_,,,�„-_K��-._-.-w_� .� ,�_ �._.._ _..��..._..,.r_...--...�.� .��_..�_.._m.,.� .,�.____�-k-.�-....-.._-..-�..-r-.,,�.,,�. �,...��._._T.�.,,�,.._...w�. _ - � Avon,CO 81620 � � � \ - ' � � Develop�nG �� � � � � �� �\ - '` I , \ sr�xw�t�€�s� ' �' I \ Monroe�Newell Engineers i"� �I� �, _ � /� 970.949.7768 � �' ` NEW ROOF Mechan"�1F�g'°eer'°� j = , _ . ,. . n , , �, .. , � ... , , . „ . . , � . f \ R� 5� 4 ' } . / \ , � ' � . Eleclncal Eag�axrm� , ' � � _ , , � _ ` �t � , : � � ti� - c���� ._ _, . 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' 2kl _ P.T U r I ' � � _ � ' � � ` T I'-4" �� � I'-4" HSS 4X4X1/4 GOLUMN � t�lEY�I 5 I/2"-I� GA. METAL `-' � � V , � , 5 V2"-I6 GA ' � T STUD Y�IALL � T I'-4" METP.L STUD WALL NEY�I 5 I/2" I6 GA HSS IOX4X1/4 i l� —_\ i----` METAL STUD ---�� ��-'� �NEW ROOF i�� ��� NEL�1 HSS 4X4X3/8 ' �`----- --�_ WALL ABOVE H55 6X3X3/8 HSS 6X3X3/8� RE 52.4 I J j��; �:� `1 10 GOLUMN I �� _ GOLUMN � GOLUMN ( � I � �_ g 2 _-----------� HSS 6X3X3/8 EY�1 3 I/2" 16 GA q 54 I ��;� DN � I —` I GOLUMN �T-�-- --- �,'� � ��( ROOF FR.4M f NC� NOTE S: �--- � i _—_ METAL STUD � � �� � -� � _ —_ i� I � �\\ I --, I WALL 53 I � � ' -----_�� I. ROOF SHEATHING 5/8" ( 40/20 SPAN RP.TING). STAGGER PAN�L END JOINTS � I I � �--- _J AND FASTEN Y�IITH IOd NAILS AT 4" MAXIMUM ALL EDGES AND I'-O" MAXIMUM I � � � � j OTHER SUPPORTS I _ � � 2. RE: ARGHITEGT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS I I Issue Dates: � � NOT P10TED � - —i- 3. ALL HEP.DERS SHALL BE (3)-2X10 UNLESS OTHERWISE NOTED. ALL ------- "L"07.27.06:permit/bid set i _�J� HEAD�RS SHALL BE BUILT pUT TO 5 I/2" OR 3 I/�" Y�11DTH BY ADDING �---------� PLYWOOD SHIMS AS REQUIRED I � 4. ALL HEADERS LONGER THAN 6'-O" SHALL R�QUIRE TWO TRIM � � 5TUD5 P.ND TY�10 KING STUDS E/�GH SIDE 5 P.LL JOIST HANGERS SHALL BE SIMPSOrI LUP, Y�1P OR LSSU TYPE � UNLESS NOTED OTHERWISE I 6. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM �T ���� � �� r �� �� �� � I I SHALL USE SIMPSOt�I PLATE GOt�IT.IEGTORS UNLE55 I�IOTED i j OTHERY�IISE ON DETAILS. I/4" = I'-O" � i � ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS STUDS FROM I I FLOOR TO ROOF (I1�IGLUDIT�IG RAKE W.4LLS) Sheet'I"ifle: I ; 8. < > INDIGATES TOP OF RODF BEAM OR TOP OF PLATE HE16HT. i 9 SEE SHEET 3 O �OR GENERAL NOTES �OO� � 10. FOR ADDITIONAL NOTES AND DETAILS SEE SHEET 53 I. � ¢ Plan n II. ALL GOLUMNS SH/�LL BE (3�-2X6 UNLE55 OTHERWISE NOTED. N M N W . 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WITH � � � � I �(\I � �t i i � , GMU (�)-3/4"cD LAG-BOLTS �� _ � - BLOGKING GOUNTERSUT�IK AND 3/4" = I'-O" --- EXISTING 4 X16 EAGH SP?.GE PLUC�E�ED F.45GIA BEP.M i - BEYOT�ID TO SIMP�.�ON H2 5 GLIP 6� GURVED I REMP.IN EAGH J015T HSS 6X4X1/4 I 10" METi4L STUD BLOGKING I/4" X 8" X 8" 2" WRAPPED � `t'� 3/8"XIO"X4" BET�LT STEEL PLATE WITF+ I/�"�X6" LAG- STEEL KNIFE I/4"XS"X�'-4" E.°.GH SIDE OF GOLUMT�I Y�IITH 12 BOLT AT I'-4" I/4" X 8" X q" STEEL PLATE WITH STEEL PLATE WITFI - (2)-3/4"d> THRU-BOLTS Ah1D KNIFE PLATE WITH (�)-3/4"cD TFiRU- - 3/4"mXl'-O' THREP.DED ROD MATGFf (4)-3/4"cD X 4" LAG- - , ROOF SHEP.THING �3)-3/4"� THRU-BOLTS 2 �2 BOLTS GOr1TERSUNK BOLTS INTO POST � DRILLED .4ND EPDXIED INTO �,,\ EXIST G 7 EXISTING GMU WALL 5/8" ROOF SHE.°.THING � 13�D�. - EXISTING FOUNDATION �� � � 8X12 BEAM GONNEGT c>3,1 3/8" X I'-O" X I'-O" STEEL d � ��, i TO GMU BEYDND SX12 BEAM PLATE 1^IITH (�)-5/8"m X 5" ROOF JOIST �j � �,,� PER IS/53.1 EPDXY P.IVGHORS RE: PLP.N � "L"07.27.06:pCTIDit/bid Set i I1�1T0 GROUTED GMU .O,�p°o°.O,�p°o°O,�p°o.°O�p°o°.O �0:oo°p°0:oa°O 0;oa°p°0. i \\ � - HIGH AND LOl^l 2X BLOGKING � � � � � �I �l � � ���o°°�'o�o �'o�o •�'o�o �'o� oo�.o Ooa�.o Oqo�.o Ooo ' \�' �, - �.c� o:�°�c� o� c�°�c� o�.c�°,.c� o. c�°�c� � n n 3/4" = I'-O" \ ,, r� ; _ Fp.SGIA SOFFIT i \\ �, � � � � RE: ikRGH. 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FASGIA RE P.RGH RE ARGH (4" MAX) Dcvelopment � I I I � 2X10 FikSGIA � � � � ( �� � = . HSS 4X4X1/4 � � � StructuralEn�ri � ; 3/4" = I'-O" � � EXISTING GMU GOLUMN 2 �/2�� 6" 8" I I/�" Monroe&NewellEngineers � EXISTING 970.949.7768 � _ 2X BLOGKING OVERLAP J015TS i4ND i � N FLUE 2 3�,q_„ NEW 4X12 FLOOR BEAM E�.GH SPAGE N.41L TOGETHER L�11TH M��"��81°�'°Y� � � � (SX12 AT SIMILA� . (4)-16d NAILS c � 1 � I/4" X 8 I/Z" X 4" X O'-3" BENT ° � � i?�OF SHEATH I NG ����. PLATE 1^11TH (�)-3/4"�X4" LAG-BOLT 9 s� �I ,`\ , 9, � � (2)_3/4"� THREADED ROD � � � � � �� `� � EAGH SIDEN L50 /�� 6X12 STRINGER i ���`�i PP.G NGAT 3" VERTIGikL ROOF JOIST HSS 4X4x3/8 GOLUMN 3/4" = I'-O" EAGH JOIST RE= PLAN �_-___� I Civ11 Bngmanog. i �'� -'� � 4X 12 BEAM � \ I i 12 � � TIMBER RIDGE BEAM _ i �/�`� i �I HSS SX4X1/4 SE�►.M i i I/4XSX8 STEEL PLATE RE. PLAN - `------J RE= PLAT�I � � i WITH (2)-3/4"cD THRU-BOLTS = tectuts I� ; -'� i i ?.T 3" VERTIGAL SP?.GING � �`� i I/4"X4"X4"XO'-5 I/2" L�11TH i WEL� TO 6X3 GOLUMN � ��_____� (2)-I/�"NX3" LAG-BOLTS EAGH LEG �� 3/4"� THREADED W 5 I/2"-16 GP. METRL i i i �� WELDED P.T � S� STUD WALL 1^11TH � i' GYPSUM SHEATHING i r`"""``- i ,, I ' � STUD'LJRLL y��T�{TAL I� � � APPLIED � ` ' .++� ' _� , EAGH SIDE i � H/S.riDRAIL RE= ARGH. DEGK � -- °------------- i 5/8" ROO� RE: ARGH __ v______________�, i I GYPSUM SHEaTHING � � � ` R•�'+��� � � i � SHE,4THING RE ARGH � ' +4 I i EAGH SIDE cV ��� �X6 STUD WP.LL WITH Q'.\� . � � � � �;�,.�~" �� � � � � r � � � i _ �X6 T8 G � �-�,�_ PLYWOOD SHEP.THING i I i I i �9 m DEGKING � ii E�4GH SIDE � '� ' 6X16 ROO� �"�' `• i� ' � � .r��y 3/4" = I'-O" HSS 6X3X3/8 GOLUMN I,�O 1^lEB OF ,.���;��'�� u (3)-2X6 TRIM STUDS o ,�.: A1yD KING STUD EAGH SIDE N� � O� i }"���'`' �� AT EAGH 6X ROOF JOIST � . ' � STEEL BEAM ��x:�``�fs'' �� 9 ... I' ..�� ��� ,�r��; �� •�y i� EXISTING WI6X STEEL BEAM � F C �- � '�`� WITH NEW 2X TOP PLATE �I �'"�.'��i1 ,` � � � � � �I � � AND I/2m THRU-BOLT "�`�� AT 2'-O", STAG6ERED PL.4N Y I EU,� �� NEW WATERPROOF 3/4" = I'-O" � MEMBRP.NE RE ARGH \�� I � � � � � �� � \� FLOOR S E TH NGD A � � ---���---= 3/4" = I'-O' � FINISH FLOOR i � i RE ARGH ROOF i�� FP.SGIA SHE/�THING L_--__J � �_�\ RE s�.RGH i x''� i i��Y' ry WI2X45 �, 4X10 V/�LLEY �_____� STEEL BEAM Y�IITH ' ��\-- BEAM � 6X1� STRINGER i �K � 2X TOP PLATE AND ;;, ��-=� _ L�--- � ,�. 2X RIM AT,�_ORU BOLTS ;I,, �� �XIO JOIST I/4" X 10" X 4" X O'-3" BE1�1T " EXISTIPIG ROOF 4X10 VALLEY BEP�M � � � PLATE WITH (2)-3/4"m TFtRU-BOLTS � SHEATHING I/4" STEEL STIFFENER � r� AND 3/4°mX6�� LAG-BOLT EXISTING RIGID PLP.TE 1^lITH (2)-3/4��m • 4X12 BEAM INSULATION THRU BOLTS AT EAGH EXISTING � I/2"X3 I/2"X2'-O" • � JOIST FLOOR JOIST � � SIMPSON L'10 STEEL TOP PLATE EXISTING EXTERIOR EAGH SIDE, Y�IITH (4)-I/�"�D X 4" �� STUD W.4LL WITH SHE.4THING E.4GH JOIST �-� rY LAG BOLTS •� ^ (NON-BEi�R I T�IG) � L6X6X5/I6 GONTINUOUS • � ANGLE WITH I/2"� �` �n � � � � r �� 1 �{ LAG-BOLT AT I'-O" i � I I L� WELD TO BEAM �' EXISTIT�LG 2X DEGK � 3/4" = I'-O" � � ROOF SHEATHING � � � O HSS IOX4X1/4 BEAM i i EXISTING 4XIh F.45GIA y- � i � �� � Y�11TH 2X TOP PLis.TE � � � � � I � �� � I I 3/16 � • � O P.ND I/2"m THREADED I I RODS WELDED aT �'-O" � � 3/4" = I'-O" i i � � i � i i i HSS 4X4X1/4 � 0 i i i i GOLUMN U 5 I/2" METAL STUD I I F�.SGIA I � O r� w WP.LL WITH GYPSUM i i RE ARGH i i � � � � SFIEATHING EAGH SIDE i � I I � I I 2X10 FASGIA I I I I � � � � � � � � � f �1�1 � a� .. � � � � f �l�l 1 � �,4�� - ��-o�� � NOTE DEGK J015T NOT 3/4" = I'-O" SFiOWN FOR GLARITY � � 2X DEGK HSS SX3X1/4 � � HSS 8X3X3/8 BEAM �XISTING FLOOR BENT STRINGER � � ' <XXX'-XX"> 2X TOP PLATE WITH I/2"m THREADED RODS � iNELDED AT 2'-O" 4X4 POST � ------------------------------------ --------------- � � --- ------------------------------- -------------- > ` � � � � �� 2�� 8" 2" I/4 I/4 �� �\ I/4 � � �X DEGK `� �� i � _ � � - � �� m ` � - � � , \�� \`� dJ � � 3/8" X I'-o" X I'-lo" Revisions: STEEL BEAM RE PLAN WITH �� ` STEEL PLP.TE WITH � �X TOP PLATE ?.ND I/�"cD THRU- �� \� ��`1' C6)-5/8"� X 5" EPDXY 08.16.06:deck revisions � ` _ P.NGHORS AT 8" VERTIG 0�•18.06:peimitieViSioIIS BOLT AT 2'-O" STP.GGERED - � ` � i i AND FfORIZONTAL SPAGI 4X1� BEAM ��� �� � \ 5/8" ROOF SHEATHING �° � \ (2)-3/4"cD THRU-BOLTS ..�5;r.4 � \ � �,,;,-'�;��'--" � � DO NOT GOUNTER51h1K �,�y�,;yay,��y�`'"� �� �\ m NOTE: GROUT EXISTING ��,��,�x}V� � \ GELLS SOLID AT NEW ��xc ���£•;:-•=' �� � ANGHORS (F+IGFI AND ��-� � `, UPPER PL.4TE Lo�u ��{Ii+q• � :.�,�r:�u � � l�l 12 -.�.� ���$� �� �` � � � � f �l�l 11 =z ..�����- �r , ,, 3/4" = I'-O" Q N � ., � �-,� �x�-�J� i � \�� \`� EXISTING v e'���.��� � � � �X �,��;f�,-� � � i � �\ GMU W.4LL � �. '�� i i � � ,...�°��.���`�' i � \� �� ��'�`��� - � I i � � �cr;�� � �' � � (2)-L4X4X3/8 �:�-�'� � � i � ��� �� X O'-q" Y�l l TH �;���-�Y""`�r i i � � (3)-3/4"m THRU- . �;�-*�= i W �r0 BOLTS Ep.GH LEG f,��h�- i ..�,�,�,�3.� I/4" STEEL STIFFENER i i � � �\ �`'�;����� �AGH SIDE i i i � �� � .z��=� � � , ��'�:.4,�:`-'��` � � � J �� � �,���>sf�`� NE1^l STEEL GOLUMN WITH I/2" � i W � � . �;�-�,,��.`��{�` STEEL TOP PLATE WITH (4)-I/2"m i � lL �� �� Issue Dates� � _,���� THRU-BOLTS I i � � `� � k���� I � I � ,�����. i i STEEL GOLUMN RE PL/�N i � ` ` � „�-�o� i � LdITH I/2" TOP PL�4T� AND � i �� �� 'Z"07.27.06:pCrmitlbid SCt r,���*�Y=+�" � I I � I \ � �z (4)-I/�"� THRU-BOLTS i i � � I � i � 3/4" X 6" STEEL BASE i � �� �� i i i i 2�� g�� ��� � � HSS 6X3X3/8 i i PLATE WITH (4)-3/4"cD X 6" i i `` � BRP.GE � i i I NOTE EPDXY ANGHORS INTO GMU i i � � � i � FIELD VERIFY TOP i � � � �� � � i OF GMU ELEVi�TION i I � i i �� � EXISTING FLOOR i i I" NON-SHRINK GROUT i i - ` `� I i � � � m - - �� �� <113'-G"> , 3/4" STEEL BP.SE ---- ----------- `\ � PLATE WITH - I I � � (4)-3/4"� X 6" EPDXY � I/4 �\ `�\ _ ANGHORS INTO GMU - �\ � I" 1�lON-SHRINK GROUT _ �� �� L�112X45 BEP.M WITFf � � � �� _ WEB BLOGKING .4ND � _ _ `� � Sheet T'itle: I/2"� THRU-BOLTS I AT Z'-O" m � - EXISTING \ FLOOR JOIST LOUJER PL.4TE � �r��g FASG I A I � RE: ARGH � �����S Q c� EXISTINC7 GMU IN�LL N ( � . CO I 3�PJ.. x �._�.. x �._���. o STE�L PLL�.TE L�IITH � C6)-5/8"m X 5" EPDXY � ANGHORS .°.T 8" VERTIG °' i AND HORIZONTAL SPAGI �' Projed No: . -� N M tli , � 6885 � � � � � �" f �l�l � ° R EV��!�!l E D B Sheet No: 0 3/4" = I'-O" Q � � � � I �l�l sEP 2 � zoos g - = 3/4" I'-O" COLORADO INSPECTION m AGENCY G � NERAL NOTES 1 LIVE LOADS USED IN DESIGN: � � - i i _ A. ROOF (SLOPE LESS THAN 4• 12) , PF 100 PSF F_ NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR 11 _ NON -STRUCTURAL ELEMENTS i i AUTHORIZED BY THE STRUCTURAL ENGINEER _ LAP SPLICES, WHERE PERMITTED , SHALL � � BE A MINIMUM OF 48 BAR DIAMETERS FOR 6 BARS AND SMALLER , UNLESS NOTED A. ELEMENTS SUCH AS NON -BEARING PARTITIONS, ETC_ ATTACHED TO AND/OR � � B. ROOF (SLOPE 4• 12 AND STEEPER) , PF 80 PSF # OTHERWISE _ MAKE ALL BARS CONTINUOUS AROUND CORNERS_ SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND i i OTHER STRUCTURAL MOVEMENTS_ C_ PUBLIC FLOOR/EGRESS 10� PSF i i � G. PLACE T1M0 #5 (PER 8" TH I GKNESS) W I TH 2' -0° PROJECT I ON AROUND ALL OPEN I NGS IN i i I/4X6X8 STEEL SPAGER D. EXTERIOR DECKS 100 PSF CONCRETE WALLS, SLABS, AND BEAMS . A�SO PROVIDE TW17 #5 X 4' -O" DIAGONALLY AT B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET � i i i PLATE �AGH SIDE OF "4" 6" 6" 4" ' i i GOLUMN EACH CORNER . ALL CODE RE�UIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE i i ARCHITECTURAL ORAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED � � � � E_ IMPORTANCE FACTORS H CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS UNRESTRAINED UNLESS NOTED OTHERWISE . � � i i CATEGORY 11 - i I I i i i i � i SEISMIC FACTOR IE 1 .0 FOLLOWS: TOP BARS AT MIDSPAN , BOTTOM BARS OVER SUPPORTS. �9 = -- - -- i i i i SNOW FACTOR I S 1 _0 12. GENERAL i i STEEL GOLUMN 6 . MASONRY � i RE: PLAi�I � � I/16 TYPIGikL WIND FACTOR IW 1 0 i i i i A_ ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS _ F_ WIND A_ ALL MASONRY CONSTRUCT ION REQU IRES SPEC IAL INSPECT IONS PER CHAPTER 7 7 OF THE i i 3/4" X 6" X 2'-O" VAg Inc 3 SECOND GUST 90 MPH INTERNATIONAL BUILDING CODE . B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND i i STEEL BASE PLATE STEEL BEAM RE: PLAN � . ELECTR ICAL CONTRACTORS. VER IF ICAT ION OF LOCAT IONS, 5 IZES , L INTELS AND , i„ � WITH (4)-3/4"m X 6" FASTEST M I LE 75 MPH B . CONCRETE BLOCK UN I TS SHALL CONFORM TO ASTM C90. GRADE N . BR ICK SHALL REQU IRED CONNECT IONS ARE CONTRACTOR'S COMPLETE RESPONS IB I L ITY. `} `}� � EXPANSION .4NGHORS Architects 8�Planners EXPOSURE B FULFILL ASTM C62 , C216 OR C652_ MORTAR SHALL BE ASTM C270 TYPE S OR M_ i � � i � i � 1" NOT�I-SHRINK PostOfficeBox1734 G. SNOW C_ PR IOR TO INSTALLAT ION OF MECHAN ICAL AND ELECTR ICAL EQU IPMENT OR OTHER � GROUT Va1 CO 81658.1734 SNOW EXPOSURE FACTOR Ce 1 0 C. MASONRY SHALL CONSIST OF CONGRETE BLOCK WITH A MINIMUM COMPRESSIVE ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS � STRENGTH OF F'm OF 1500 PSI BASED ON GROSS AREA_ AND SUPPORTS SHALL BE OBTAINED . UNLESS SPECIFICALLY DETAILED ON TH ERMAL FACTOR C t 1 .0 , 4 a e a a � i i (970)949.7034 ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR , H. SE ISM IC D_ WALLS SHALL BE RE INFORCED HOR IZONTALLY AT 16" ON CENTER WITH 9 GAGE SHALL FURN ISH ALL HANGERS, CONNECT IONS, ETC_ , REQU IRED FOR INSTALLAT ION OF . � ' ° a a a , a � ° i I faa:(970)949.8134 S ITE CLASS C M IN IMUM LADDER -TYPE RE INFORCEMENT MEET ING ASTM A82 MASONRY WALL H IS ITEMS_ °a < e ° < a ° ° n I I I/8X4 X-BRi�G� STRP�P ema�l.ge�sl�ragac�httx�.com CATEGORY g RE INFORCEMENT. HOR IZONTAL RE INFORC ING SHALL BE CONT INUOUS AROUND a 3" STEEL GOLUMIV � i CORNERS . D . PROV IDE ALL EMBEDDED I TEMS IN STRUCTURE AS NOTED ON ARCH I TECTURAL, � � ° ° °� a < o � a I I 1^IELDED TO SPAGER 90B�chmadcRoadSuiu202 a o RE• PLAN � i SS O 3369 G MECHAN I CAL, ELECTR I CAL AND STRUCTURAL ORAW INGS_ M I SCEL�ANEOUS EMBEDDED ° < ° ° ° m ° PLF.TE Avon,CO 81620 S1 0.0789 G ° < ° SDS 0.269 G E _ UNLESS NOTED OTHERWISE, MASONRY WALLS SHALL ALSO BE REINFORCED WITH ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED a ' SD1 O 0893 G ONE #5 VERTICALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. �� �° ' Dcvelopmcnt OPENINGS AND AT NOT OVER TWt7 FEET ON CENTER TYPIGALLY. REINFORCEMENT � � � � � �� � ' I LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE _ SHALL BE FULLY GROUTED IN PLACE . GROUT SHALL DEVE�OP 3000 PSI IN 28 DAYS AND E. PROVIDE ASPHALTIC MASTIC -COATING ON ALL STEEL AND Ve00D EXPOSED TO EARTH _ - MEET ASTM C476 _ StructuralEn�n�ing; J. CODE USED IN DES IGN: INTERNAT IONAL BU ILD ING CODE , 2003 ED IT ION _ F_ SUBM IT SHOP AND ERECT ION DRAWINGS TO ENG INEER FOR REV IEW OF ALL STRUCTURAL 3/4" = I'-o" MonroeB�NewellEngineeis F ALL CMU WALLS REQU IRE A M IN IMUM OF 2 - #5 IN BOND BEAM ABOVE ALL DOORS AND STEEL_ THE MANUFACTUR ING OR FABR ICAT ION OF ANY ITEMS PR IOR TO WR ITTEN REV IEW T1'PIC,4L X -BR.4CE DET,41L 2 _ TEST ING, INSPECT IONS AND OBSERVAT IONS: WINDOWS , AT FLOOR AND ROOF L INES , AND TOP OF PARAPETS UNLESS OTHERWISE OF SHOP DRAWINGS WILL BE ENT IRELY AT THE R ISK OF THE CONTRACTOR _ 970.949.7768 NOT ED . Mxha�ucal F� A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION . G_ WATERPROOFING, VAPOR BARRIERS, WATERSTOP , ETC_ , SHALL BE AS SHOWN ON THE ��� STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE G. REFER TO ARCHITECTURAL DRAWINGS F�R CONSTRUCTION JOINT LOCATIONS . ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS_ � � � � ` �� � CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED � INSPECT IONS BY THE GOVERN ING AUTHOR IT IES OR SERVE AS "SPEC IAL H . F ILL ALL VOIDS AND BLOCK CELLS SOL IDLY WITH ASTM C476 GROUT FOR A D ISTANCE H_ ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTER IOR AND EXTER IOR ElectricalFagineerie� INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL OF 24° BENEATH AND A MINIMUM OF 16° EACH SIDE OF ALL BEAM REACTIONS OR OTHER WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE_ II/2" = 1'-O" BUILDING CODE_ CONCENTRATED LOADS UNLESS NOTED OTHERWISE_ i i I ALL D I MENS I ONS ON STRUCTURAL DRAW I NGS SHALL BE CHECKED AGA I NST F I ELD AND 5 I/2" - 16 GA METP.L i i 3X12 TREAD I _ CMU SHALL BE FULLY GROUTED BELOW GRADE_ ARCH I TECTURAL ORAW I NGS_ i � i �ii1��1D� B. THE FOLLOWING WI�RK SHALL BE INSPECTED BY THE SPEC IAL INSPECTOR UNLESS STUD WALL Y�11TFi GYPSUM _ SPEC IF ICALLY WA IVED BY THE BU ILD ING OFF IC IAL _ SHEATHING BOTH SIDES i i J_ WHERE MASONRY LINTELS CROSS EXPANSION CONTROL JOINTS IN MASONRY , INSTALL J_ CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS _ IF CONDITIONS i i - 1 _ SOIL PREPARATION LINTELS 50 THAT THE LINTEL MAY SLIDE ON ONE END - ARE DIFFERENT THAN ASSUMED , NOTIFY ENGINEER . I I ��� a_ EARTHWl7RK EXCAVATION , PLACEMENT AND COMPACTION OF FILL K. PROVIDE MASONRY TIES WHERE MASONRY ABUTS CONCRETE_ i i i i AND IN -PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE i i WITH THE APPROVED REPORT . 7_ STRUCTURAL STEEL i i � � 6X16 NOTGHED � 2_ CONCRETE CONSTRUCTION A_ ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS j � STRINGER wHICH SHALL CONFORM TO ASTM 992 , (50 KSI ) AND EXCEPT PIPE COLUMNS wHICH II a . PER IOD IC INSPECT ION OF RE INFORC ING STEEL , INCLUD ING PLACEMENT. SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500 , GRADE B , LATEST � � 3 I/2" - 16 Gp. METAL i i �X DEGK Ses1 ' b _ PER IOD IC VER I F ICAT ION OF USE OF REQU IRED DES IGN M IX _ ED IT IONS . STEEL SUPPL I ER MAY PROV IDE ASTM A572, GRADE 50 AT H IS OPT ION _ j � j STUD WALL Y�IITH GYPSUM � � i i SHEATHING EAGH SIDE i i c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL . i i ii • ti ' ••.�02 FABRICATE SPECIMEN FOR STRENGTH TESTS, PERFORM SLUMP AND AIR � � � � F•• � B_ ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A M IN IMUM SNUG T IGHT I I 9 I I ,Q� O�O CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE . � � ii .m d _ CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR CONDITION _ ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED i i � ii PROPER APPL ICAT I ON TECHN IQUES_ OTHERW I SE . 4X4 POST WITH SIMPSON i � � �J, �F . HD�A AT 3'-�" Ihl STUD I I ? H55 SX3X1/4 BEAM ' e_ PER IOD IC INSPECT ION FOR MA INTENANCE OF SPEC I F I ED CUR ING TEMPERATURE WALL WITH SHEATHING � � AND TECHNIQUES_ C_ STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE wITH THE EaGH SIDE N� � LATEST PROV I S I ONS OF A 1 SC "MANUAL OF STEEL CONSTRUCT I ON . " -9 ' . ��N�� �, O � 3 STEEL CONSTRUCTION � . •�� :'. D EXCEPT WHERE DETAILED OTHERWISE , FABRICATOR SHALL SELECT STEEL CONNECTIONS PER � i F C � a _ AL� WELD ING SHALL RECE IVE CONT INUOUS SPEC IAL INSPECT ION A ISC °MANUAL OF STEEL CONSTRUCT ION" (ASD) TABLE 1 1 -A AND/OR A ISC "S IMPLE SHEAR I/2" � X 6" LAG-BOLT i i 2X10 DEGK EXCEPT THE FOLLOWING: C�NNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS � I '_I 1 _ WELD ING DONE IN AN APPROVED FABR ICATOR'S SHOP IN IND ICATED ON THE STRUCTURAL DRAWINGS _ WHEN LOADS ARE NOT SHOWN . SELECT � � � � f �I\I � i�y J015T ACCORDANCE WITH SECTION 1704.3_ CONNECTION TO SUPPORT 60� THE TOTAL UNIFORM LOAO CAPACITY PER AISC °MANUAL OF �� �� b . THE SPEC IAL INSPECTOR NEED NOT 8E CONT INUOUSLY PRESENT STEEL CONSTRUCT ION" FOR EACH G I VEN BEAM AND SPAN . 3X12 TREP.D HANDRAIL Wp.LL 3/4" = I'-O" � i DUR I NG WELD I NG OF THE FOLLOW ING I TEMS, PROV I DED THE MATER I ALS, ' RE= ARGH. i i WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE SUBMIT DESIGN CALCULATIONS, BEARING THE STAMP AND SIGNATURE OF THE PROFESSIONAL ii VERIFIED PRIOR TO THE START OF �MORK- PERIODIC INSPECTIONS ARE ENGINEER LICENSED IN THE STATE OF COLORADO, AND EMPLOYED BY THE STEEL MADE OF WC�RK IN PROGRESS- AND A VISUAL INSPECTION OF A�L WELDS FABRICATOR , FOR ALL CONNECTIONS NOT COMPLETELY DETAILED ON THE STRUCTURAL IS MADE PRIOR TO COMPLET�ION OR PRIOR TO SHIPMENT OF SHOP DRAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS_ wELD ING 3X12 TREAD 1 _ SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE . E. ALL WELDERS SHALL HAVE EVIDENCE OF PA551NG THE AMERICAN WELDING SOCIETY 4X1� STRINGER 2 . WELDING OF STAIRS AND RAILING SYSTEMS. STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1 . 1 . � c_ VER I FY WELD F I LLER MATER IALS CONFORM TO AW5 SPEC I F ICAT IONS AND EXISTING GMU � � � � f �� � MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED . F. MINIMUM WELDS TO BE PER AISC TABLE J2 _4 BUT NOT LESS THAN 3/16° GONTINUOUS WALL � d _ PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH FILLET UNLESS NOTED OTHERWISE _ 3/4" = 1'-O" THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH 3X12 TREAD � AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF G_ FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT JOINT DETAILS AT EACH CONNECTION . SLOTS IN CONNECTION MEMBER ONLY (WT -SECTIONS, ANGLES OR SHEAR P�ATES) . 4X14 h10TGHED � • � e_ VER I FY STRUCTURAL STEEL MATER IAL CONFORMS TO ASTM STANDARDS GROUT GELL 50LID STRI1�lGER I�tITH P� SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND H. STRUGTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER AT P.NGHOR 5/8"�X8" EPDXY � � MANUFACTURER'S CERTIFIED MILL TEST REPORTS. LOOSE LINTEL SCHEDULE OR AS SHOwN OTHERWISE ON STRUCTURAL DRAWINGS_ ONE ANGHOR5 .4T1'-4" •!°� � f _ PER IOD IC VER IF ICAT ION OF H IGH STRENGTH 80LTS , NUTS AND WASHERS FOR END OF THE � INTEL SHALL BE FREE TO MOVE HOR IZONTALLY TO ALLOW FOR 4X1� STRIt�16ER � CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED ELONGATION AND SHORTENING. CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF �� ^ I . THE TERM INOLOGY "CONT INUOUS" MEANS QUANT ITY PROV IDE THE NECESSARY JO INT L3X3X1/4 X O'-II" COMPLIANCE_ • � � CONT INUOUS INSPECT ION OF SL IP -CR IT ICAL CONNECT ION WITH H IGH STRENGTH DETA ILS TO ALLOW FOR 8U ILD ING MOVEMENTS. COORD INATE LOCAT IONS WITH WITFi (2)-I/2"�X3" 3/I6" � 9 • LAG-BOLTS I NTO BOLTS. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH ARCHITECTURAL CONTROL AND EXPANSION JOINTS. STRENGTH BOLTS. STRINGER i i �f� J_ PROV IDE ANCHOR BOLTS FOR BEAMS BEAR ING ON MASONRY UNLESS OTHERWISE 3 I/2" - I6 G�. METP�L i i � �'� 1 _ 1M-I ILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL NOTED _ STUD WALL Y�IITFi GYPSUM � 8�� �X DEGK O DETERM INE THAT THE REQU IREMENTS FOR BOLTS, NUTS, WASHERS AND ; I � � � � f �� � Sh+EATHING EAGH SIDE i PA INT, BOLTED PARTS AND INSTALLAT ION AND T IGHTEN ING IN SUCH K_ PROV IDE TEMPORARY BRAC ING AND PRECAUT IONS NECESSARY TO COMPLY WITH ALL � � � � � ��I � � � � 6" ��� � � � i �� 3/4" = I'-O" i STANDARDS ARE MET. FOR BOLTS REQUIRING PRETENSIONING, THE STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL i � � � � SPECIAL INSPECTOR SHALL OBSERVE THE PREINSTALLATION TESTING LOADS UNTIL ALL FIELD CONNECTIONS ARE COMP�ETED AND PERMANENT LATERAL SYSTEMS 3/4" = 1'-O" ii AND CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE AND DECKS ARE IN PLACE . ii � REQUIRED BY THE INSTALLATION METHOD OR BY PROJECT PLANS OR I AT R HA N T R IV A ITI NA MP N ATI N F R H P f`1 � � SPECIFICATIONS- DETERMINE THAT ALL PLIES OF CONNECTED L_ STEEL FABR C O S LL O ECE E DD O L CO E S O O 5 O HSS SX3X1/4 BEAM _ � � ) MATERIALS HAVE� BEEN DRAWN TOGETHER AND PROPERLY SNUGGED DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS iI ' " r+ AND MON I TOR THE INSTALLAT I ON OF BOLTS TO VER I FY THAT THE TO P I ECE DRAW INGS PR IOR TO ENG INEER'S APPROVAL OF ERECT ION DRAW INGS_ 4X12 STRINGER �� _ � O � w ELECTED PROCEDURE FOR INSTALLATION IS PROPERLY USED TO M. UNLESS NOTED OTHERWISE , WHENEVER MASONRY RESTS ON STEEL BEAMS WITH � • � � TIGHTEN BOLTS_ FOR JOINTS REQUIRED TO BE TIGHTENED ONLY TO THE ii ii � SNUG -T IGHT COND IT ION , THE SPEC IAL INSPECTOR NEED ONLY VER IFY FLANGES NARROWER THAN ACTUAL MASONRY TH ICKNESS, WELD 1 /4" TH ICK 3 I/2" - I6 G�. METAL � i 3X12 TREAD i i THAT THE CONNECTED MATER IALS HAVE BEEN DRAWN TOGETHER AND CONT INUOUS PLATE TO BEAM FLANGE WIDTH OF PLATE TO BE 1 /2" NARROWER THAN STUD WALL WITH GYPSUM � � � � 2XI0 JOIST WITH �� � PROPERLY SNUGGED _ MASONRY TH ICKNESS. � � ;� SIMPSON LUS SHEaTHING EAGFi SIpE � � '�� 2 . MON I TOR I NG OF BOLT I NSTALLAT I ON FOR PRETENS I ON I NG I S PERM I TTED i ilf HAt�IGER TO 8E PERFORMED ON A PER IOD IC BA51S Vu-IEN US ING THE TURN -OF 8- L IGHT GAGE FRAM ING � � � � ^ NUT METHOD WITH MATCHMARK ING TECHN IQUES , THE D IRECT TENS ION � i ---�- i i 4X1� TIMBER BEP.M � � INDICATOR METHOD OR THE ALTERNATE DESIGN FASTENER TWIST -OFF A. LIGHT -GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWiV ON THE ii � � � I/4" STEEL SADDLE BOLT METHOD . JOINTS DESIGNATEO AS SNUG TIGHT NEED TO BE DRAWINGS . ( ii � I � 3X3X1/4 X O'-II" WITH (Z)-3/4"� � INSPECTED ONLY ON A PER IOD IC BAS IS. � i WITH (2)-I/2"mX3" TF+RU-BOLTS � B . FRAM ING ROLLED FROM STEEL 18 GAGE AND L IGHTER SHALL CONFORM TO ASTM A570 , � � LP.G-BOLTS Ir1T0 STRIt�IGER IN HORIZONTALLY 3_ FOUNDAT I ONS LATEST ED I T I ON , W I TH A M I N I MUM Y I E LD STRESS OF 33,000 PS I . i i AND (2)-I/4"cD LAG-BOLTS SLOTTED HOLE � 4X12 LANDING BEAM � � INTO TREAD � A. MAXIMUM SOIL DESIGN PRESSURE 2000 PSF C_ FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570 , � ii � LATEST EDITION , WITH A MINIMUM YIELD STRESS OF 50,000 PSI . I/4" STEEL SADDLE V B_ THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF. THE RE 4/54.1, WELD TO - - i i � CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE D _ ALL Wt7RK SHALL CONFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR SIDE PLp.TE � � � � fi f �� � FOUNDATION EXCAVATION . SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL LIGHT GAGE METAL FRAMING . � i ii �� i � 3/4" = I'-O" SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. i 9 . NON -SHR I NK GROUT � i � ` C ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED EXACT BEARING � � ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL GONDITIONS BY A. NON -SHRINK GROUT SHALL BE PROVIDED: i CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS 1 - BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS_ I/4" X 8" XI'-O" H55 4X4X3/8 , SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. 2 . BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY STEEL SIDE PLATE I GOLUMN SUPPORTS_ W�LD TO GOLUMN � � � � r �� I � D _ ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR 3 GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH I I� PROPERLY COMPACTED BACKFILL , APPROVED BY THE SOILS ENGINEER . BACKFILL OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE _ 3/4" = I'-O" SHALL BE COMPACTED TO 95� (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE 10. WOOD 4X12 STRINGER i 8�� 3/I6" ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL REPORT FOR OESCR IPT ION OF BEAR ING SO IL) . A. ALL FRAM ING AND TRUSS LUMBER SHALL BE DRY DOUGLAS F IR , LARCH , GRADED BY H55 6X3X3/8 GOLUMN t (��� WESTERN W170D PRODUCTS ASSOC IAT ION AND CONFORM ING TO INTERNAT IONAL BU ILD ING 3X1� TREAD GOLUMN IN 4" METAL � CODE AS FOLLOWS: STUD Y�LL i � Revisions: E_ CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 i 2X DEGKING INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER � � Qi 08.16.Of):�CkTeV1SiODS TO SOILS REPORT FOR BACKFILL MATERIAL . 2" THICK - 4° TO 6° WIDE (WALL STUD ONLY) STUD Fb = 700 PSI ii 2" TO 4° TH ICK - 6" AND W IDER NO_ 2 Fb = 900 PS I � � � � f �� 1 � EXISTING GMU � � Q09.18.06:permitrevisiOn3 F. NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER 5° THICK - 5" AND WIDER NO . 1 Fb = 1350 PSI i^IALL LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO 3/4" = 1'-O" i i _ CONCRETE SLABS SHALL BE PROPERLY CURED . ALLOWABLE STRESS INCREASES_ i i � 3X3X1/4 X O'-II" _ 6_ wHEN PRESERVAT IVE TREATED LUMBER IS REQU IRED BY CODE ALL CONNECT IONS AND WITH (2)-I/2"�X3" i i 6� G_ CENTER ALL FOOT INGS UNDER WALLS. COLUMNS OR GR ID L INES UNLESS NOTED LL�G-BOLTS IT�1T0 STRIT�IGER � � ` OTHERWISE ON PLANS. NAIL ING SHALL BE ADEQUATELY GALVAN IZED (DOUBLED IPPED OR BETTER) . GROUT GELL SOLID • -a AND (2)-I/4"� LAG-BOLTS � � ____ AT ANGHOR INTO TREAD i i H. CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENSITY TESTS ON COMPACTED C_ TREATED SILL PLATE LUMBER MAY BE HEM - FIR , STRUCTURAL #1 GRADE. i i F I LL UNDER FOOT INGS AND INTER IOR SLABS -ON -GRADE i i 4X1� TIMBER BE�M D. PROV IDE METAL CROSS BR IDG ING NOT OVER 8' ON CENTER FOR ALL 2X VNOOD JO ISTS_ GEi�iT�R ON GOLUMN I NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY SOLIO BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS i i CBEAM 51ZE VARIES BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE _ IS REQUIRED - i i AT 51M) 8" 3/16" i i I/4" STEEL S/�DDLE J. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS E. FASTEN ALL wOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE i i WITH (�)-3/4"m TABLE 2304 -9 . 1 UNLESS NOTED OTHERWISE 6�� i i 4. CONCRETE I I THRU-BOLTS � � � � � �� � � i i IN HORIZONT.4LLY A. ALL CAST - IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I II PORTLAND CEMENT, F_ LAMINATE� BEAMS i i i SLOTTED HOLE � 1 ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 72 2X DEGKING 3/4" = 1'-O" STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: PERCENT MOISTURE CONTENT IN ACCORDANCE WITH VNCLIB _ ALL SIZES SHOWN CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO � AIR REQ. ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE FOOT INGS 3000 ps i STO - - - - - - WITH THE STANDARD SPEC I F ICAT IONS FOR THE DES IGN AND FABR ICAT ION OF _ FOUNDAT ION wALLS 4000 ps i STD - - - - - - STRUCTURAL GLUE LAM INATED T IMBER , LATEST ED I T ION AS PUBL ISHED BY A ITC_ cy IssueDates� EXTERIOR CONCRETE (**) 4500 psi STD 0 45 6%-8% 3. PROVIDE UNITS CONFORMING TO AITC 117 , 24FV8 . D _ F _ FOR CONTINUOUS = - � � � � ` �� � � MEMBERS AND CANTILEVERS AND 24FV4, D .F. FOR SIMPLE SUPPORT MEMBERS_ aJ � *� MAXIMUM SLUMP SHALL NOT EXCEED 4° _ MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY H55 SX4X1/4 ____ STAMPED ON EACH MEMBER _ SLOPING BE/�M 3/4" = I'-O" "L"07.27.06:permit/bidset B_ I F CONCRETE SUPPL I ER PROPOSES USE OF FLYASH HE SHALL PROV IDE OWNER W ITH 4X4 POST WITH SIMPSON ( G PLYWC�OD DECK AND/OR OR I ENTED STRAND BOARD I/4" X 6" X I'-6" 4X12 TIMBER BEAM LETTER I ND I CAT I NG COST REDUCT I ON AT T I ME OF B I D . THE MODULUS OF ELAST I C I TY HD�P. AT 3'-O" It�l STUD 1 _ PANEL TH ICKNESS SHALL BE AS SHOWN ON THE DRAW ING . APPL ICAT ION SHALL STEEL PLATE l^I�LD GENTER ON GOLUMN OF ALL CONCRETE SHALL EXCEED V1�1 _S 33 .�F�C (OR 57 .000 .�F�C NORMAL WE IGHT TO STEEL BEAM (BEAM SIZE �/ARIES Jl Wi'.LL iNiTH SHEATHINC� � GONCRETE _ BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD W EAGH SIDE � ASSOC IAT ION J�T SIM.) � ��16 �X TOP PL/�TE WITH C_ SLABS, TOPPING, FOOTINGS , BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A 2_ EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE -TRAOEMARK OF THE I/4" STEEL SADDLE � ,\\ I/2"�D THREADED HOR IZONTAL PLANE . ANY STOP IN CONCRETE VNDRK MUST BE MADE AT TH IRD PO INT OF AMER ICAN PLYWl70D ASSOC IAT ION AND SHALL MEET THE REQU IREMENTS OF WITH (�)-3/4"� � � �,,\ i RODS WELDED SPAN WITH VERT ICAL BULKHEADS AND HOR IZONTAL SHEAR KEYS UNLESS OTHERWISE U .S. PRODUCTS STANDARD PS I , LATEST ED IT ION FOR PLYV1p00 . ALL PANELS THRU-BOLTS I/2" �D X 6" LP.G-BOLT �� \` �T 2'-O' WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE IN HORIZONTALLY � SHOWN . ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE � \ \� � , 5/8" ROO� ENG INEER _ WEATHER SHALL BE OF THE EXTER IOR TYPE _ SLOTTED HOLE � �� SH�ATFFING 3_ FOR FLOOR ING USE 3/4" T&G STURD - I - FLOOR SHEATH ING GLUED AND NA ILED � , \ �,, D ALL CONCRETE �MORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12° ALONG 3X1� TREAD � , `\ � � \ �,,\\ WITH ACI BUILDING CODE 318 LATEST EDITION , UNLESS NOTED OTHERWISE . USE INTERMEDIATE SUPPORTS. ' �� , `�,, STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE . ALL EXPOSED EDGES OF 4 FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED HSSIOX4X1/4 ��,\ , \ CONCRETE WqRK SHALL HAVE 3/4'� INCH CHAMFER _ W I TH 1 OD NA I LS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG ROOF EDGE � ,\ \ ��,\\\ Sheet�tle: INTERMED IATE SUPPORTS BEAM \ , , � \ � , , � 5_ RE INFORCEMENT 5_ EXTER IOR WALLS SHALL HAVE ONE LAYER OF 1 /2" EXPOSURE I PLYV�OOD OR � � � � � �� 1 .� / i i \\ �� ,\ \ � � `\` Framing OSB SHEATHING NAILED WITH 8d NAILS AT 6" ON CENTER ALONG PANEL EDGES � AND 12° ON CENTER AT INTERMED IATE SUPPORTS. ALL PANEL EDGES SHALL 3/4" = I'-O" � i � i � '��,, ' � , ¢ A_ AL L RE I N FORC I NG SHAL L B E H I GH -STRENGTH DE FORMED BARS CON FORM I NG TO ASTM 4X12 STRINGER i i �, , M BE BLOCKED _ �, o A615 , GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE / � � \ '�, � etai s an °'' DEFORMED BARS, ASTM DESIGNATION A615 , GRADE 40 OR ASTM A706 GRADE 60 . 6 _ FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN � � i i � �, `�' PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED u1 � � ' o B WELDED WIRE FABR IC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE 7- INSTALL SU ITABLE EDGE SUPPORT BY USE OF PLYCL IPS , TONGUE AND � / 3/16 � I � \ General Notes �°�+ LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER GROOVE PANELS OR SOLID WC�OD BLOCKING SUPPORTS_ j � � i � � i i °' C_ POLYPROPYLENE FIBER REINFORCING SHALL HAVE FIBER LENGTH COORDINATE WITH H. WOOD DECK / i I � \ i i � � AGGREGATE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS_ AMOUNT OF F18ERS i i � � SHALL BE A M IN IMUM OF t .5 LBS/YRD3 OF CONCRETE OR THE AMOUNT RECOMMENDED BY VVOOD DECK ING SHALL BE 2x T&G DOUGLAS -F IR LARCH (E=1 ,700,000 PS I , Fb= 1450 PS I )_ i i Pt'ojCCtNO: PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT 3X12 TRE/�D i i � THE MANU FACTURER WHICHEVER IS GREATER . i i c�i� PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS. EACH DECK PLANK SHALL BE � � i � SLANT-NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH 8d NAILS AT 24" ON `A�S , � D _ REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: i I i 1 . CONCRETE POURED AGAINST EARTH 3° CENTER WITH ALTERNATE PLANK NAILING OFFSET 12" . NAIL EACH PLANK TO EACH i i va c°0o 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" SUPPORT WITH (2) - 16d NA ILS - 7 STRA IGHT, 1 SLANTED W�OOD DECK ING SHALL BE GLUED 4X12 STRINGER I/8" X 4" STEEL � � "� 3. COLUMNS AND BEAMS (TIE BARS) 1 - 7 /2° IN THE GROOVE JOINT WITH 40% GLUE COVERAGE _ � 4 SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" ' I I G ����� B� X-STRAP, EAGH Sheet No: L3X3X1/4 X O'-II" WALL FAGE I . LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS WITH (2)-I/2"�X3" °¢ E RE I N FORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE W I TH CAPAC I T I ES_ FB = 2800 PS I , E = 2 ,000,000 PS I , FC = 750 PS I , FV = 285 PS I . BU I LT UP LAG-BOLTS IT�1T0 STRII�IGER 6�� v SECTIONS 7_5 , 7 6 AND 7 7 OF ACI 318 , LATEST EDITION . MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS SEP 25 2006 g RECOMMENDATIONS . CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1 �2" OR � � � � � �� � � � � � � � �� �� � x 5 1 /4° W I DE MEMBERS COLORADO INSPECTION 3/4" = I'-O" 3�4" _ �'-O" AGENCY i � i .� �/ / � � � `� � - // � \ / _\ \ � \ � � /�i i �� % 1 i ��\ � \` / i� � � �� \` / r � j��/ ��� \ �U�� ��� % /�-/ ` � i / � � � \ i i� �� � � �� � ! �� / � ` `� � i � `.i� ` � �� �r� / � ��.� � � i� i ,��\ /��� ��l A / \� \�)� � i \ �� '� ' ���' � VA , Ir�c. ,�j, � ,�=�,, g / , , , �� �.�,, � �, / ,;-;�/ � , '� ';�,V ��, ar�hitects &planners \� , � ' ``� � �-,_ �,\ � ,� / / � �� � � I Post Office Box 1734 \� �'� `Z ;� i � %� � 2�� \ �� Vail CO 81658.1734 �� � � �` �,/; � �/ \� \` �`�'�;�` \� (970)949.7034 , � \\ ��"_'_ �i,i � \ \ `�"�-'�-' fax:(970)949.8134 \�\\ �, / \n EII18�;$CIIU81�V8g8[C�1tfECCS.COm � �BCOC�fID21jC ROA�$III�O 2� �� \��� ' Avon�CO 8162(} `���\\ � ' n�w��opmenc: ������ �\ � - _��L���\` ` � � _ \�``�\ / ` Stin�ctural Sa�neerina: � \ \����-\ Monroe 8�Newell Engineers \�\��_ , \ 5/8" ROOF SHEATHING 970.949.7768 -����""'�� ` \_ � � -�� 2X TOP PLP.TE L�IITH I/�"<D M��D1��81°��: ,�`� �, �,��,��.��, i i ��5ti�� THREADED RODS YJ�LDED AT 2'-O" ��� ,,;-.�-�t- �. � I � �,�:�-� �"� �-L,. —�� �_ � I I ��\�\�� C ,/ u ' I ��\� �J � �� I I � \\�,'�\ r) `I , � `\ ` Elechrlcsl Fnemsca�nY: I � � � `\ ` �\�\ , 1/� � / /" �' � � � i SX12 ` ;�\� 541 ��� , �f - / , �� i i I i BEYOND Q ��N�\\��\ --- C��°� 2'-8 I/4" 6'-6 3/4" �'-II" 3'-'l" ,-' � „ �- �. � y i i i - ti , \ ROOF SHEATHING ,-'�,� /� I j i 53L / OX4k//4 e ``�'��y \ ��\ .� ��--�f--�-�,---z__--��--��---- - i i �-' �. /- i i i � I i � / � Fqtij���y��� Landacape Archibxtuc+e• 2X TOP PLATE ,�� ����-l % � i i ` I i i i _ ` ����,_ Y�11TH I/2"m ,- � , '� / I I� , ► � _ � � THREp.DED RODS -�' / - ,-'� i i I i i � � 8X12 i \ �_ i AT 2'-O" -'�� /.' /� ��/ I i i t � i i / � BEYOND � �� Ii i ��,, �,�,� / / ;� ��' i i i i i ;� i i � i� \ � / \ ��\`�� � �,�-' � � /�' i I� i i � i � %� ? � �i \ �\\ i � i ,- ���� i� , i �j i �i �'1 � i \ / ��� � � \ \��\\-` � � ,��'�� � f� %'� i i i � i i ' - � , - ,,-'� : j!� i /( i i i � i I� �`. � i I ' \ � \` ` \`\ �`�� • �� ��2 � , ,----, �,,- � , � � � ,, , ,, , ; \ � 1 , ,_ �,;, . R ..�, � � � � � , , � , n. .o � ,,,-'����i,�' i i �, i i i �, i � � � � •,�r, = ���� � � �' � � � � J � � �--'/j: `�� � I��- �- --�---- � '' '�'I � I i � s v�°-�6 Ga. , �� � � � i � X --�i � �i i � i I � METP.L STUD ' ' ,�' �;_'J��v�� / � j� � � � �� �1 � i i ` / i i�.T I'-4" ' - � / // ,� � � i , i� I i � � I i i 3 I/2"-I6 6A. / / I Nj�', S • � � � __� � i � ;: q1 j i � � - - \ � / ��� ��-� i � �i I � �� I i I i i i P.T 1'-4" • � 0 � /` � �� � � � I i � i METAL STUD � ' � ; � ' �,� / / � i � �� � � �� i! i i� (3)-10" G-STUD i i i \ / � ��`••�CO�' �,Q' �,�:� - �i,- i � �� i �� a� 1 i � �� BOX HEP.DER i i � / � i � I R� ;I I /�i� � + �� I i '' s� j I I� ';� CTYPIGAL) I i � I � i i / � /. .; -- i � a ��f^-���%� � � 5 I/2"-I6 Gi� ° i� � i � r i i I i i i '�F� i i I i � \ i y i METAL STUD � � � � I� � I � i P.T I'-4" � ii � �.�_ ;� ! i � �� I i I � / \ I ii — � � � �ii� 5 1/2"-16 GA � ii �' � �I � � � \ I � i i >� ,i � METAL STUD i � �" i i / \ I I / \ I i � i , : ��' &� � AT I'-4" � i� ' � `� � � � � I �� I I � � � al �� � I� ?� � � � � � � I � � � � I � �t=fi �I I 1 I I� i I �� I I I / \ � / \ I i i %"i 5 F;�'-I GAt i � i i � I � �. '�� � � i � I ✓.'�/ � M�AL STUG� j � � ` .���\ �� i � i � i ; � I i ��. � `��� ;� r j I � ( � \. i i / \� i � i � � ' '� � � � I t � �� ,;c � � ��. � � � ' I I � �� � I � � � �� I I I � i I -/ � � ,�i3 ;� I� HSS 8X4X1/4 i I�I HSS 8X4X1/4 ,,�. ' � �' I i � i / TYPIGAL \ I \ I � � � � �� s� � BEYOND � �� BEYOND � ; i i � � I I � � � � ;, �i /i� i i i 53 2 �,�i J i i i� � �� � i i � 3/16" � � i � � � � • P� � �i� i i � � � � � � `' � \ � I � I i� \ i � i � , <1�3'-3 I/2"> i /-�: �--H s � 4 F i � � ' �O'��8 <123'-3 I/2" � � �' � i i �� H55 8X3XI/4 � HSS 8X3X1/4 -3-t,f i � � i � ------------- --- � ' --------------- i i ---------- , i i ---;�-- - �i i ; - ---------------- r --,. . �'� i ' i u � TOP OF - � �!� TOP OF i �� ' i 'i ; r "<<, � " i f j i ta ° ° '..., �� , � i - - - - (�- - i - - - in Y ---------- ----------�r - - - - / - ----- I STEEL � , - ��� i� �= � _____ � �=''` HSS 8X3X3/ � �_ � �� ��,� � � I STEEL ' .,� � ' , I i ------- "--- ---------- --- i i -- - - - -- �---!------ -�` i -------------------------------------- --------- -- -- ------ - - �- BE.4M � -- �- � �.. I i ;i i 1 j � � � � _ � � i - r t �� o i o ,� i i /` � � 5 I/2"-16 GA � i ' �' i � ��� � i �� � �� �� i `, \ . i i :'� 4 i 4X12 �� 1� � �%� � r � s�� � ' � - � I � � I � I i � 4X12 � / BEYOND •!� MET�4L STUD i �i �� li � " _: ` i i ' - i i =`�"'� o � o � ��, `. 5/16" � i � � , ' � BEYOND 54. � � �� AT I'-4" � i � I `�� � i � � ��� - 5/16" � � i i' � 2 i — �� ��� � ;� � � � � � � \ � \ \\�� � � i � 54.1 (3)-10" G-STUD � i i� ,, i � f ,i �, i i ,% i i i �� H55 6X3X3/8 i ' � �, � i I i � ` �r,� .'. � �� �- - II -__�;r�----� � i i i a BRAGE i BENTSSTRINGER�� �\�� �`. i i j� / � / ;, � i \ / BOX HEA.DER � i (TYPIGAL) � O � .,\ �i % � r -� ' -_„9__-� i � i i � � i \ `:, `. i �� � �' i I �� / / � � � �i ;� i � i i i I i' .._,� � ��� � �� . i i _ � � 3 I/�"-16 C� i !�� '� \ i i : � � � i � � i. i �i � � � i i i i i i .�� i ., �� �� i i 3 I/2" I� . i � s � i � i � � � i ' `:. `. i METAL�STUD �'� METAL STU � �� � �� � i "�`� /� � � i i � � = i i i i � i �'�., L�:. � i i �j 2 AT. , � AT I'-4�� i � � � �1 � � i �' ��. / � � i I' �"�i �;. � � i i i i �' Q j 4X12�BEYOND '.� � � � 54 I /� I � � �.< ai � � ii ` � � \ / � \� � i � �� �'`��.� ; � � � � � i i �� y � � F.4GE OF GMU � ,`'�.� �% i � � Q \ � � � �'� ��:� � � i ii �r�� � � � i� "`�� <I18'- "> � HSS 8X3X1/4 � � 5 I/2"-16 GP. METAL 1� t , i ' 3� � � � � � i � � i i �I � i 8" � i i�'��� I STUD WALL BEYOHD v \�\,,, � � � I� �' i � � I � � �= TOP OF ' III 1� \/I / ^' 4X1� i i / ' / i i 4 i i i i � i � ii i - - i��i - - (NOT SHOY�W �OR GLARI ) 5�� ���� � i I ,�' i � I � MIN. STEEL � .` - - - � � Y �� ^ --------------------------- - � / , BEYOND i ���� � � i � li a � e � i z i �i�Z �. i I �i ��- � -- ---- - -- ---- , x z � � � �j' , � ---- � . i �� � ° i i � 5 I/2"-16 GA. i i � "' i i ii , -6 I/�4� i� � �i � ' i � i�� �� � � � '� � � . I ` . / � I_ � � , - � � i�' _� � � � � J METAL STUD � i J �� � I i i i , � , T�L� ��--------- r! 5 I/2"-I 6 G P. � i i �-` �-r i 0 A T I'-4" i i i�� ..,y i � H55 8X4X1/4 � i l i � � Z Y i � i J �� P D�' �i% ���� � � � � i � BEYOND i � / i O � I� � � - --- � � �METJkL STUD +� i �i x�' � a i i V i i I V �� i i I i ,�� � / j I/16' V �� � --- � i ��-`}� i I i `3� �,�,� � �0 i (i I�p ��� i z i i � 4X12 , J HSS 8X4X I/4r � �� i i i � i i� dJ � � i I �— � �"� i i ;i 5 I/�'�'-1 6;��.i i m i i�i 1t) �''� i I � � � _ \ BEYOND ��.\ / 0 i � i m n � � � ' \ m � � � I i '��� � i � ME�`�\� STU�i � �� � i �t � � I p � � , '�` I >- �J � '� i �i 1�T �'a'_4" � 6 i I X � ��X ,,.,� � I i X-STRAP, Ei�GH�. � � � � i 3� i �i � ,��`� i i i i '�t i i;� � i v i � (� \ I/8"X4" STEEL m X � �-'' J � I T � '� � ,�.- �' � 1 ! � I I � � � � X / � � � g � � � 3/I .. ' i i ' ' � i i � �i tll i i i j� i �� i i ` WP.LL F�GE \" X i � � ' I � S C0 � � . ( � i .� "�i � i i i i tll i i�� �� i m� � � (TYPI A ' � / \ � `' ' i i i X; i i ii \ G L� / � I = I � � '� L-1.��. � r �� }• � s � z �j 2 � \ � 'f � 4XI2 . .i� f li �� � � ifi 4X1� i i `_�.� X� i �i � � \'�� � � I � � I HSS SX4X1/4 � i � I \ � � v � � BEYON � -� � � �i a� i � � BEYOND � �� x� � � ° I �I � I� _ N i . � i • ; i , i SSiJ�X4X f � i i BEYOND _. � � I i �i \ / �. 2 � I � U z � i �\� � <1��6"> r i i i� it� o i o � i i li ` • '� � h� HSS 8X3X1/4 <113'-6"> � O � i i ,i i i i i� � lS � i � � � I n I I � �j k� I^i t� - i <112'-II"> 3' I � �� � � 4Xi12 I / - - - - - i�� � TO EOF I �� . - � � _ I I I/2"-16 GP. � i I -__ i o o i i BEYOND � X � � ----------------==----- ' - - - ----�L- ------------- METAL STUD , ' I i _ i .�� W N i . i i . i � ----------- i TOP OF ��' i �ii � � � %: I ;i �' I I i� , I li AT I'-4" �� � / L a 4X12 ' � i � ,-%/ i I ii F� � � � �, _ ;'�i STEEL ,� 5 I/2"-16 G.4. METAL � i li ' � % '� 4 4 2 BEY01�iD � , ��� ��, � , i < STl1D WALL BEYOND � � ( � � � ' i I i i � ' Uj 3 � �i , (�''. , i i �' i i i i � i !�� i � � i i Q. / ;' i i �, (NOT SHOWN FOR i � i , � � .� � 54 I 54 I � , � i I ,'/� 54.1 � � �t � � � � � I� ,� GLARITY) � / � � i i �i i Q'� � � � 5 I/2"-I6 GA i i ,%,� i, ' i' �i � i i 5�4 I i i i� .� � i i � � �� � � ili � i METAL STUD i ' � i ,i �' � i i � . i i i ;i � / i �\ i AT I'-4" � i I � % i i i � i j I �� � ��i � � i ! i i i / , ` �-�� i � ,i ` � �i i � _ � i i ' i� 3/I6" \ 3 I/2"-16 GA. � i I � iiJ . � i � � �i i � � �i �° i i % � i ` , � i h• � �' � i � � i i i � � � � METP.L STUD i I i `���\� j�� i i �� � i i � � � i i �i � � � P.T I'-4�� � � i ��i� �� `.`_- _ ---� � I� II� } ��� � i I i ._� I -----� �` � %' � / _- �-� - _- - -�, ��, Revisions: I � � ( \ � �� /�, ' � I a � ' � I� ��€� a i � i i �� �� <108'-10"> �i I� � ' HSS 8X3X1/4 � i � � � l � � 13 �r';� � � � � , � i � i � ;�_ �-� � � i i i� i li �� i � i ��'-rti' I i i I j �.� � � i � " i i i i � TOP OF � � `�- - - i n i - - - - - � 009.18.00 .pelmit i'evisions i i i i � i 54 � �% � e i � �i �� � 2 i i i i i I _,��� STEEL ,_ I� � � � � � I I I I� �� i i � I� I I�I c�' I � � I � � I -- 9 I � i� {' i i � I' � ; I I I � � / i a � I� � � � � i i �I Y� NOTE• \ � i � � i i, _� I I I 4X12� �� �� � I/8"X4" STEEL � � I ��� 5 I/2"-I6 GA � � � � i i i . 4X12 _ METAL STUD i i p.� i i' � 2 / \ / WALL FAGE I � i 53 2 !/ ► ! � (i � � i � i 5 I/�"-16 GA. i �� � i i FIELD DETERMINE � � BEY'OND X-STRAP, EI�GF+ � i � � i � � R� � � � M E T A L S T U D I i *� GOLUMN HEIGHTS. HSS 8X4X1/4 I i � ` \ B E Y O N D , i � �'� AT I'-4" � r � ii � � i i i i s� B E Y O N D i i 3 `� i � � � (T Y I�I G P.U I I I �� I � AT I'-4" i I i i . ��' � � � � i 541 106'-6 3/4" � � � 3 i � I I� F� t t � i; i � i � i 54 I \ � �, / I-I\ � � \ y � � � I I h`�'p I 1 � I� I �I m,-�, I I � TOP OF v i I � i � i � t a � I i I I `'� �� � i � STEEL �� - - - -1 - � � \\ �` g+ � � � I � � ii � I�I I �� �-� �------ --- � i � 4 - - 5t � � � � '� I HSS SX4)(I/4h i - �� -- �-, fj� i i � �i � i � I i i � T� � � � � � '41 / \ I � I � �� `. � � � � � � i �' � i � � i � � i i �' 3 I/2"-16 G�� \ 14 � � � �L i _�' .. . r � �� 5 I/2:�16 GA� ii� ii� 1�� � i `. , �,q � i i rt i i i �' ����',`;. I i i � \ � I i �\ AA 14r � I �I MET� ST�.J�I I� i �i / \ ( i '\�. �' ��J 54 1i i li '6'T I'� ' � e i i' i i �'�_ i I i � , METAL STUD - 53 2 i i AT I'-A;" � � � � o i i rq,�a � � � � �,� . ( ' i � . 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(3J-3/4"m 5 /2" � `�"� ` TFtRU-BOLTS NEW 5 I/2" X 13 I/2„ GLU-LAM; Y�iR?.PPED TO BXIh NEW 4X12 LEDGER TO MATGH EXISTING IOX16 TIMBER WITH I/2"� HIT HY20 EPDXY AtVGFFORS AT I'-4" (3" MINIMUM EMBEDMENT INTO GMU) (EXISTIriG LEDGER i�.T "SIM") 2X 10 AT I'-O" WI TH Issue Dates• I1�IVERTED SIMPSOI�1 ' i � LUS E.4GH END ' :' � � ,�L"07.27.06:pernnit/bid set � � � � � � I �I � � i i i i 2X DEGK i i - 3/4" = I'-O" 2X BLOGKIT�IG i i RE ARGH i i � �X 10 JO15T � � � � I � I I I I � I I I � I + I T WRAP GOLUMT�I I i � i i RE P.RGH. i i � � I � SX16 PERIMETER BEP.M HSS 4X4X1/4 GOLUMN i i 12 � � W I TH 3/4" BASE PLATE � � � � � WITH (4)-I/2" � THRU i i � ShCCtTitle: � � � BOLTS i i 4 �— - ' ' � ' Framing o i i o ROOF SHEATHING i i � ` I � � � � ¢ � � � 1 � � , ! `� � _ � i I i � ioXi6 BEar� � Deta�ls N I I � � I I � I I i � � p I I � rn � 3/16 � � � � " i � i I/4" X I'-O" X I'-O" X G I/2" � , � ��2" � i ��2" BENT STEEL BE�M SEAT � � WITH (6)-3/4"�X6" LAG- WSX28 li�l EXISTIIVG �? � '4 BOLTS ROOF Y�11TH 2X TOP PiOjeCtNo: � j I i PLP.TE AIVD I/2" � � I i BOLTS AT 2'-O" � � i i H55 GOLUMN RE. PLAN 6885 � � � �� � R EV6 E�' D BY Sheet No: ° � � � fi f �1�1 � U '" _ � .�� si4° = i�-o° _ � A� � � � � � �i �l � � S E�� 2006 4 3 ��� � � � �� �� � � ��� � � � , � 3/4"' = f'-Q�� � • LORADO INSPECTION � �= ��-°'� �'°"'° AGENCY �,.��� ��.�� �_�,.,�-�� � � -���� a � - a HIGHLAND BUILDERS CORPORATION TOWN OF VAIL 75 SOUTH FRONTAGE ROAD VAIL, CO 81657 March 27, 2007 Subject: The Bell Tower Building, Block SB � ° To Whom It May Concern, vi � � Highland Builders will be starting exterior renovation on April 23 , 2007. Highland will � keep a 14 foot minimum fire lane on East Gore Creek Drive. We will have a green -� construction fence for all staging areas on East Gore Creek Drive and ali other � construction areas will have steel barriers and security gates including the north side � promenade area. We will be renovating in two phases. The first phase will include the 2 � � west side stairwells, the Bell Tower/elevator tower. A crane will be required to lift 3 beams for new decks support on north side of building; the time will be between 2 to 4 hours. Highland would like to stage the crane at the "Children' s fountain. This crane is a National 1400 Series 30 ton crane. The d'unensions are 25 ' X 37' foot prin� All crane work will be scheduled for 7:00 am lifts. This is the same crane that was used to install Rod Slifers Jacuzzi. The second phase will begin in the fall. We will be doing the south balconies, east side planter boxes/stucco work. The East and North side projects wili be done by man lifts. The man lift that will be used is the same one as used on Gore Creek Plaza. Material staging on north side will be used for both phases. Beginning in the first week of May, there will be a two day period that will require a road closure on Gore Creek Drive, for a period of 1 to 4 hrs to install the stairwell towers. Trash truck wili be located in south side of East Gore Creek Drive staging area. Sincerely, y / � �� � ��� � Mark Hallenbeck �� 2598 palmer park blvd colorado springs, co 80909 , . � �� ��� � , �. � _. .� , . ,�"�-�. � : . �, � . ��::� �; -- �� �'-�, :� � � . � � �- � �, . t`� 1 � �.. �r�, ' ,��� �� � .,,; , � . . �► , �° �� � �. �_. , ., . ' 4. _ � y��i .. .r___`` -�� � y ,M�"',y4+ n� !u�,� , ��� . �f „ �rv ��:�.... _ � J" .. � - �. � 1�.'' .�. �. .... , . . - �.r. ,.�+c�......�."'�" . ...._�+� '1�. � _ �r . i . . , ,y, . ____� � ..� _ . r � �ia� , . _ . _ ..._ _ _..____�,,, �_.... - _. ._.. _ .`..___.._ �� -- - ..�.._.�.�� Y , k .- �c - . :, . � . . _.. __-- _, _ - , .. _ .. , ,,, �" �"' �4y .�f��,, ..a.._ i .., . .4 � ,....,,,,� ....,.. '4'�ap, �� . - �� -�� . a . �� ��"'!P -.. . , '- r�," �.,t, " * , ' � , ,� � . . ° . ,. , .. • � K...� . �° �� � .— .. � .. ,.���+.o.�n, .r �'�Ai �� . ... � �� n� (� �r*'�" ' , ' � _ _� � s�-' '��p ru '^....a." �,..,. .'-� 1 ' � � . .. ,` . aa��. i�`� . . _ �. Y. � �- � �4, ��'�-,q �. 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Architects &Planners NEUJ D�GK Post Office Box 1734 � Vail CO 81658 1734 NEUJ TIMBER RIDCs� B�AM {970)949.7034 ' i NEW GLASS B GEDAR SHAKES fax•(970)949.8134 email:general@vagarctutects.com , N�IU SUPPORT � EXISTfNG GL,455 SIGN RETRD FITTED ' 90 Benchtnark Road Suite 202 RE: STRUCTURAL Avon,CO 81620 NEUJ U100D TRfM TO MAtCH AXEL'S NEW PUCK LIGNTS Development NEW UJOOD SNOU�p�R SEAMS TO LANCELOT MATCH SPEGIES ON AX�L'S NEUJ C�ABLE RESTAUR4NT ,4LL NEU1/EXfSTINCz �LEGTRIGAL GeneralContractor: ROUt�D �ROM BUILDINCs CIRGUITS NEW WOOD SIDINC� TO MATGH ,4XEL'^o � � EXISTINC� WOOD TRIM ON AXEL'S. lvrsccoasnitant: �. NO WORK TO BE PERFORM�D - . % � NEW GOPPER DOWN SPOUT /` � `�\ � RE USE EXISTINCx ENTRI' LAMPS s����ce�� ; � ; EXISTING WOOD SIDINC� ON AXEL'S. ' N�UJ vEN�ER ON EX151TNCs PLANT�R. � � NO UJORK t0 BE PERFORM�D. MATGI-4 STONE ON OPPISITE PLANT�R. _ _ � _ = NEW ENTRY DOORS 1vlechamcaUBlectncalEn ��nng - _ / - - - i`� i� % EXIStINC3 PLAN7ERS. NO UJORK t0 BE PERFORMED - - T O. 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Ff RST FLOOR — — — — — — — — - - - — — - —- - — - - - — — — — — — — � *1�2'-9" - - - - - - - - - ±1�2'-9�� a, _ - _ - _ - _ - _ - - - - - - - - _ 3 � 7.0. 57REET - � - - - - � - - - - - - � - � - — — — — — — — t.0 STREET � � �lm�'-m" tltdm'-��� g EXISTINC� EXISTINC� Proposed � c NO UJORK TO NO UJORK TO � B� P�RFORMED BE PERFORMED East m - � � ,6i Elevation � � j C �� �� 1/�1� � ��SIGN REVI� , � _ �TAFF APPROVAt� � � �,, Project No: 0 o � t \/ t �I a� o y � ��� I ��� X � I �OI �l . — - �J�V.VV C � � U ���ii = �i'�u �1�1��' — _ — -- �-i i Sheet No: 3 � � A3 .4 m N � Qc 7005 v A g Inc archflec4s t planners N d =__ -_ —___-__r '_-- --_=-_� -- -_ - __- ___-__-_; \__--__- -_`- - =_=__ � - �_'__ - _____ "_"__---- __ ---___ / --_ -__ _ --—_-= __ _ - —� _ _—_ __ _—�i _---- _ � �� � � � � � � � � f � � � >.� �� � ��� � � ��� � -'- _ _ _ F _ - ---� _-_- -_ _-_-� -==--3� �i _---- --- -=_ _-_--_ -_� _- -_ - _- -_ "-_ - -_� \ ------_-_- �\--� -_-_ - -_ - _� �_ _- - � -=___y = _� _-=-- ='-� - _ `i� - `�� S �� � AXEL"S ENTR,4NGE x34 ' EXISTINC= - NO UJORK TO � ' B� PERFORMED LANG�LOT EN7RANG� VAg� 111C• � P � EXISTINC� Architects &Planners - - � - - � - - - - - - - - � - - � - - - - � - - - - - Post Office Box 1734 —� Vazl CO 81658.1734 \ (970)949.7034 � fax:(970)944 8134 emazl:general�vagarchitects com � � � � � \ 90 Benchmark Road Su�te 242 Avon,CO 81620 yDevelopment \ � � �\�\ ��� I � � � � � � ��cons��t \ \ � SfC�N TO BE R�PLACED t.o, floor � el +1 P�m'-m" st,��t�� I L,4NCELOT STRE�T �IC�HT TO B� ' R�STAl1RANT I REPLACED Bl' T O.V ��������� DN � DEMO �/�N��R ON �����„� I PLANT�R ONLY _ PR�P �OR NEW VENEER � D O ' /,/y..�. ...'-'SGQ�� `T`R � je,���{�� �a� �;��f9�y��� :'^� �x3� '� \`,.�6�� •4 �� �z.� F �a g �i*'���i � �,f� ~ �v7L`�?} ��"Y ",�\ LINE O� EXISTINC� � � ��3� ����1?� ��` �°i' I �... 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POWER TO BUILDINCz � � ' STAfR � RAILINC� TO BE UPC�RAD�D GLASS I �LtJE � ^ � t0 REMAIN ALL PIPES TO BE RELOCATED TO ALLOW ECzR�SS WfDTN � � TO MEET GURRENT U E G RECxULATfONS �OR AGG�551BILITI' II „ II 1'O MAIN EL�GtRIGAL PAN�L �OR BELLTOIUER BUILDINCs COUNTER �� � STORACsE GLOSET t0 REMA IN � �" Q� EXISTINCs WOOD DEMO UJALL STAfR � R.4ILINCx MOY� �XISTING PIP� C�U,4RD TO �4LLOW EGRE55 IUIDTN �.�L � � TO REMAIN TO MEET GURRENT U�G. RECsULATIONS�OR ACC�SSIBfLITY I V � EX15TING M�T,4L DOUJNSPOUT TO MAIN E�.�GTRIGAL PAN�L �OR BE�L.TOW�R BUILDINCz � O TO B� RELOCATED �'VG DRAIN PIPE TO R�MAIN BOILER FLUE TO REMAIN r� � � � EXISTINCa GOOL�R TO REMAIN � � � � � � � � / BOTTOI"1 OF � � ' � � � � �/ I EL�VATOR � b � � �� � � SI-IAFT I p I�I I I / \ — — = I I � I � � _�_ L — — ==- - � - - � ' � � — — — — � _ _ _ _ — — — J Revisions: UP — — — — — — — � I � � � � r t-- - - —-� . - � T,_t .�. ';�'� �. ``�d"u��a� ' I � -- ' - � �XIStING ASPNALT I I � ��a�" t.0. 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PATIO IssueDates: POURED CONCRETE BAS� TO RE1"1,41N "C" 11.17.05 : owner review DROP IN C�R.4DE "D" 12.01.05: owner review � SPIRAL STAIRS ABOVE � "E" 12.29.05 : ownerreview I TO BE DEMOL ISHED "F"01.09.06:prelim dCb rr`..In VG.�.�6.P�.�LLlU Sheet Tifle: � �o�� c���� ��,��,� �u� «� ��� � Existing � S�reet Level � � Floor � � Plan , � �o;�t No: (d 2' 4' 8' GJZ�.W 1 ST���7 ����� ��OOfi� i��,�i�l Sheet No: �ia" = 1'_m�� SGAL�. �/d" = I�-mii � �2.2 c 2009 V A c�Inc architects �pldn�ers h E ----_---_--�-��_ ___=_— � -=====-_-_____, -_==-_=� i -- _-==_—_=� _—_ - --_- =1 �F-_--_ =--=-- - ==' _� F==_- __==--_-� -__-� =-_=-—-=-- _==___� ` =-==-- __ = _� _ �_=_- _� ==_--- -_�� -_- �, .- , � vAg, ��. Architects &Planners 1 x3� � Post OSce Box 1734 ' Vail CO 81658.1734 (970)949.7034 fax:(970)949 8134 emazl:general@vagarchitectc com 90 Benchmark Road Smte 202 Avon,CO 81620 � � � � � � � � � � � � � � � � � � � � � � � � � � � � -i;� Development I �i � �� � I� �-�� � � r.�c�c� , ���� - - - - ,- . ,� , , \ ��,��\` �\�� / \ � Mis�con8ultant \� ✓'��� � / \` \ �� ��%`����{\�� /' ���� � � . \\ �\ \��\ ��� \��K�\��` � �� � DEl"10 GOPPER ROO� st�ucturalEn e�e g.' � � ��� ���i����\��� i � �� � �� � � � �\ ����� ��� �'��� ���' � , %� M���a��t Ear�g � ,� - - � ;,�;``�`� •���!�\�,������;�i�� ,�� � _ ��� ` � � � �� A� �i � � , � �. . �� fi�. � \\ � � � � \ � Iandsc Archtbactu�e ��, � � � � �� �� ,� � -� � ,< �' ������1�.���V��`�,� �� v\ � - � ' ' ' ' �' � s����k�`�u: , F,r�� � ..,..t :„�*� �,E, �'. 4 , �.y,k. 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Architects &Planners � � Post Office Box 1734 A34 ' Vail CO 81G58.1734 (970)949.7034 fax:(970)949 8134 2 email:general@vagarchitecGc com A3 4 90 Benchmark Road Suite 202 Avon,CO 81620 � � � � � � � � � � � � � � � � � � � � � � � � � � � � Developmen4 Geneial Contractor NEW ROOF - � � � � Misc Consultant '�<�i0 5tructural�� ��fi� _ � �\� �������� s ��o� - ti��� ���� NEW 5NUt7ERS �\ � PLANTER BELOUJ '`Q`�� l09 '� � FLOWER BOX�S � �O RE. ELEV. �NIVE �,a P��,�R1� q � + 7 /�`� � �G �~ ��.�,�� A����.��, I I I I 2 I I � I � � NEW RAILINGS I I RE• EL�v. I I - - - - - - - - - - ��I��fi� ��� f����� � b�q i �q � i � � . ,..� • �--I �XISTINCx Cs,4BLE � � �X7END�D �� � - - - � � � � ^ il � � I I I � u� � � � W �+ � � y 4.� ' r' o I � � o A3 I � . � N O � U . � GLASS i�00F � � • � � �� � — �� � � ` � I � A33 ^ R�FINISH � � � lUR.4P COLUMNS � � N�W SI-IUTTERS � 8 FLOWER BOX�S � � R�: EL�v. ' NEW SNUTTERS 2 R�. �LEV O � � �� NEUJ 1U00D � � D�CKINCs � � I � � I I � � � �XfSTINCz �IRELfCaNT BOIL�R FLUE ' � GLASS ROOF WINDOWS 'I II I� �-��-Il � _ _ NEW PLANT�R � Revisions: � NEIU LOGATION O� � � � � � BELOW EXfSTINCs DOUJNSPOUT � � � / �LEvATOR _�j `"J �F` �r` ~� � � ° � � z � " � \/ � � u�tl�u�t e „ ' ;, �w�.. NEW SNUTTERS 8 � � `�' � �R �O• I I -- `� � -� i i i i � � i � i i � � i i i i � � i i i � � i A 16 �1 ii UP ' � �� s�r�a `,_7�s@v _ ..,`:t�' �%"a;. a�-'', �LOUJER BOXES ABOY� ' � t.0. dECk ROOF OvER AXELS STORAGE B�LOUJ �c�, � �`_`�`"�`��'� J � � � ' ' ' �� ± �� I � � ��°_�--- - - ' E. ELEY. \ el. 113'-9 � ����,:t�'a�S ,. .��_x� ._ � -- �- � ' - 1� � 9 � � -, _��„_ ��R_.,9 � . � t.o. landi � _ __..� __ - __, � , � � t.o, landi i T 11�� Dt.o. landtn I I � _f�����y``JJ`°�_ el. -1��1 1� � — — o �'-�" i l el. ±1m9' 1" I. ±113'-9" � — — — — � — — — — — — — — — — — � � DN 1R� ' — — ��}-;--, � �� � �� � �� �, u=. �� � �� _ �� I x � -� � -� �' -� J I NEUJ ROOF LINE BELOLU �` 1 T �� S a� t. . la+�din azx ! - �-y - - _ � �,�� , DN e *-im�f'-3" � — — — — — --— --— — ——— — — — — � ,, , � __ t_o. land in - � N�U1 ROO� ABOVF __� � u� �l. ±1m3'-m" ne� � - I i i i --- 5'-�2�� 2 Issue Dates: A3� NELU DOOR, d JAMB PER NEW M�7AL �RATE PLAT�ORM � �4RGHITEGTUR�L DRAWIN�S "C" 11.17.05 : ownerreview I �ROM STAIR LAND ING A3z "D" 12.01.05•owner review � NEW M�TAL �RATE STAIRS � "E" 12.29.05 : ownerreview I AND ME�L G�RA�SLANDING ���� ����l� ����r� �l� I�� �I�l� ��F"01.09.06:prelimdrb TO ALLOUJ FOR MINUMUM ��G"02.06.06:prelim drb �GR�SS WIDT�-1 eet Ti e: EXfSTINCz STEEL COLUMN Proposed � � � econ Level � � Floor � P1an � �o;�t rro: I � ^,� pM (d 2' 4' S' GJZO.W , �"J�C��� ����� ����� ��.,4� I ■ � I Sheet No: �/du _ ��_�u SGAL�. iia�� , I'-(d�� - A2.4 Qc 7005 V A c,j Inc archltects i plan�erz F—--_ i , =_==__-__=_=_-__== ----___- � �==_ _ � � _ _ =-��•-, r�s� , , ;x / � '` L'Y„��._Y �, .� _ X _ '�,' '„� _ . --��_ `:`p', �� _ ° ' _�;` - : # -`- .F • ct�j, � � � \ VAg, In c. Architects&Ptanners Post Office Bos 1734 Vail CO 81658.1734 (970)949,7034 faa:(970)949.8134 . emad:genersl@vagarch►tects.com 90 Beuchmark Rnad Sarte 202 Avon,CO 81620 General Contract or Devdoper. Crv7 En�neer. • _ Landscape Anhdecture. VAg,Ina (970)949.7034 St�vctural Eny,�neermk: Monro�Newel Engineers (303)623.4927 Mechanical/Electr�cal En�;ineennR: ,Matenals Sci�t� ; - ra 9 i, � ....sr�ci+a. . ,�4� Q e o�� ����f���4 � t; �� " ° E'�� '� y'"�` 9 — 0d � � �-� �� � ����s ���� �� A R���. - ,� - ,, � ' \ �I � - ' � ��% `�,; � ''� _ j � � O �' � � 4� �'i � �� � % % � •� ���� � � � A _ o ,� � a� � c� � � � � o� � i f ; s ' f � � ! � � ; �: ��...� s.r U � � ^ "� 0 � ' � � � � � � 0 ' �� � 0 �, � , � � o 0 � H � �;� � , � � � �" o a� _ � N ,, � 4� � � ; �•L� � � � , > � � 0 �P�7���E� Revisions: � � o , �' Community Development Departmertt � o� - � �� ������� • Buiiding Safety and lnspection Services � G� � �� 0 � o°0�°o i s ctic i�i ,__„_� � - � — � � Er,t�rnational Building Code/lntemattona!i�a� _ ' � � Cod�Vao��sty cf permit The issuance or granting of a per,�. � - _ _ � _ � not be c���:;u�d to be a permit for,or an approval cf,any v,�- _�cf - - any c�t;�^Frov�s�ons of this code or of any other ordinance cf th� � - _ ,�r�� �=,- ,.•�`'� r,�� junsd�c:�� Permits presuming to give authoriry to violate or cancwl the o - _ �_.; ,�y �;, � t;;, prov�s�o��c`th�s code or other ordinances of the Junsdiction shall not ba � 00 .f� ! ';�.. .;� � -��' � , , valid Th�r�uance of a permit based on construct►on documents and ���o 0 0 0 0 — — <a7' r_ % �/ ,�' _a�'� � /r /r . ��, � � � , , � � , v ,� other da�a..� �i not prevent the building official from requ(rfn t e + _ � — ��," ',`_; ��y, r*�;; '/, '/, conect�on of crrors in the construcUon documents and other data.The � �rLL ; y � ; �� buddmg offic�al��a(so a thorized to prevent occupancy or use of a o u �o u -,,,_\ ��, �:,�;_ .;y;, �� structure where in .olation f this code or of any other ordlnances of — — �` ;� �L, �r - , , th�s jurisdiction _ / / DATE: 9�2�-c,1 , PI.ANS EXAMINER: ---'—"'— -C���I = _ l� — _ — I� — s — _ — z — � — 4 — — — — � — — � — — — — —� — — � — — — — � _ — �. -- - - - - - - � �— - - - - - - � Issue Dates: � "A" 06.01.07:Preliminary 0 � o _ X � � � � � � SEP 9 00� ° eet Title: � N • r TOWN F AIL s � � � 0 Q �, v r 0 � hee� a • • � N Q r �('. �(� �li: • � d �y��fr� -^. ,�, Project No: U3 �L�.a„�y�,-,.�.3 � w � � � � � ��' � 2��9.�� � � 3 -�-w=� Sheet No: d � N O � A0.0 a 0 H � &2007 VAg inc Archrtec�&Plumaa m � O � N _.,,,� .�� s,,:�,w� m .� _ - " _ `��° `, '"� _ , , , . _' . .X i y J Sq Ja __ �.� UJ f N� � _ _ ���_ � -r�� ��-�-_, -,, �=�. I l�l >C O� ,� C� � _ � �� ��1�I' O � l�l � � � � � _ ,� � I ,�� � 01�1� C� � C� 1� ,� 1�10�' ��� � � . < < s � .� � _ � � �5 yf � - `K: .4�� Cs�NERAL ��f � � � A .4MPERE MATL MATERIAL MAIN LEVEL FLOOR PLAN 1. DO NOT SG,4LE DRAUJINC�S i ,4B ANCI-IOR BOLT MAX MAXIMUM � „4 ., DRAUJING TITLE ASSEMBLI' 8 SYSTEM DIACsRAM K�Y A(dm COVER SNEET , AGOUS ,4GOUSTIGl,4L� M�GH MECHANfGAL 2. NOTIFY ARC�-41TEGT OF AN1' AND ALL DfSGR�PANCl�S OR GONFLIGTS IN THE DOCUMENTS PRfOR TO ,q�.� fNDEX ,4ND C�ENERAL NOTES � A�� ABOVE FfNfSN�D �LOOR M�D MEDIUM � R D�MOLItION, GONStRUGtION, OR ALtERAtION OF EXISTINCs OR NEW 57RUGTURES. ALT ALTERNATE MFR MANUFAGTURE(R) (d CIvIL ,4LUM ALUMINUM MN MANNOLE ,q_m� 3. DIMENSIONS ARE FROM FACE O� STUD TO FACE OF STUD, CENTERLINE OF STRUCTURAL COLUMN, AND/OR FACE .4RGH ,4RCHITECTCURAL) MIN MINIMUM � OF GONGRETE FOUNDATION UJ1s,LL5, UNLESS NOT�D OTH�RWISE. Glm SURV�1' .4PPROX APPROXIM,4t� MISG MfSG�LLANE0U5 � � � vAg, Inc• ASF ABOvE STRUGTUR-4L FLDOR MTC� MOUNT�D � ENLARCxED DETAfL BUBBL� 4 ALL ANCaLES ON PLANS ARE 9m OR 45 DEC�REES, UN�.�SS NOT�D OTNERWIS� ,q_�� C ARCHITEGTLlRE: ,4T7EN ATTENU.4TION M7L M�TAL � �,J �. GOORDINATE ALL MEGN,4NIG,4L AND EL�CTRIGAL EQUIPMENT TO FIT WITI�IN G�ILIN� AND WALL X2.1 EXISTING FLOOR PLAN Architects&Planners BD BOARD N NORTN � GAVITI�S/SPAGES. R�FER t0 7NE BGf JOISt M,4NUAL FOR MAXIMUM tRUSSED J0157 P�N�tR4tfON SIZE5, X3.1 �XIStING ELEVATION PostOti'iceBoz1734 BKCx BAGKCsROUND N/A NOT ,4PPLICABLE �L FF REYIEW POSSIBLE CONF�.IGTS WITN .4RGNITEGT OR GEN�RAL GONTRAGTOR PRIOR TO INSTA�LATION FOR va� CO 81658.1734 BLK BLOCK NIC NOT IN CON7R4CT � BUfLDINCs SEGTION TACx - _ - D�7ERMINATION OF PROPER COURS� OF ACTfON A2.1 PROPOS�D FLOOR PLAN BLDCz BUILDINCs NO NUMBER A'm� A3.1 PROP06�D Bl1fLDINC� ELEVATION (970)949.7034 BLKC� BLOGKINCs NOM NOMINAL � 6 PR01/fDE ,4LL NEGESSAR'i' BLOGKINC� IN StUD GAVftIES IN IUALLS AND CEfLINC�S. LOG,4TION5 INGLUDE, SUt faa:(970)949.8134 BM BEAM NTS NOT TO SGALE ARE NOT LIMITED TO, TOILET AND BATN AGCESSORIES, WALL AND C�ILING MOUNTED EL�GTRIGAI.. �QUIPMENT, ema►I:genersl@vagarchitectscom BOT BOTTOM IUfNDOIU TREATMENTS, MANTELS, CLOS�T RODS, CABINETRY, COIJNTER70P5 AND �.4LSE BEAMS. 9oBencnmarkRoaasu�te2o2 B/O BOTTOM O� OG ON GENT�RCS) � Avon,CO 81620 BRC� B�ARINC3 OD OUTSID� DIAMEtER ELEI/ATION DR,4WINC� TACz �. ALL StE�L LOCAtED BELOUI GR4DE t0 BE G0.4TED WItN BItUMINOUS DAMPPROOFfNCs. BRKR BR�AK�R ON OvERNANCs A-�� General Coetract or Devdoper BTU BRITISN TNERMAL UNIT OPP OPPOSI7E 8. UNLESS OTNERIUISE DIM�NSIONED. CENTER DOOR AND IUINDOUJ OPENfNCxS, PLUMBINCx FIXTURES, �LECTRICAL _ BUTN BTLI PER NOUR OSF OLITSIDE �ACE � = WALL /�SSEMBLI' D�VICES, HVAG DEVIG�S, ETG, DfREGTLY BETWEEN INTERS�GTINCs WALLS. MAINTAIN A MINIMUM O� ro" FROI"� _ B7WN BE7lUEEN 05B ORIENTED STRAND BOARD INTERSEGTfNCx UJALLS 70 UJINDOIU AND/OR DOOR OP�NINCsS, N071�Y ARGNIT�G7 OF ANl' DISCREP,4NGIE5. C�v�7En�eer. BUR BUf�T UP ROOFINCa OZ OUNGE(S) fi�� ����� � FLDOR EL�VATION TACs ❑R = ROO� ASSEMBLY - �� +���� _��� 9. COORDINATE UJITN STRUC7LIRAL DRAUJfNCsS �OR SPECIFIC.4TIONS, �NC�INEERINCa, SPACENCa, ETC. _ G GONDUIT P fi°OLE ARGNfTEGTURAL DRAWINCx DIM�NSIONS CsOV�RN. G/G GENTER t0 GEN7�R PL PLAtE F = EXT�RfOR FINISH Sl'STEM Landscape AnhRecture: G�M CUBIG F�ET PER MINUT� P�RP PERPENDICULAR 1(l� REF�R TO TNE A5'S FOR FOR ALL GONSTRl1GTION A55�MB�Y INFORMATIDN. VAg,Inc. CNNL CN,4NNEL PLYIUD PLYUJOOD FL = �LOOR ASS�MBLY (970)949.7034 CJ CONTROL JOINT PLUMB PLI,IMBINCs X CsRID TAC� 11. THES� DRAWINC�S REPRES�NT SUILDINCs GORE AND SHELL CONSTRUGTION INFORI"IATION. AN1' FINISH�S OR StructuralEn�ineerm�;• GIGt GIRGUft PNT PAINtED �� = �LOOR FfNISN SYSTEM FfXtURES SHOWN ARE �OR C�sRAPNIC LOC,4tION PURPOS�S ONL1' Monroe-NewelEngineers CL GENT�R LlN� PPL PROPERTI' LINE (303)623.4927 CLCz CEILINCz PREFAB PREFABRICATED ❑C = CEILING �INISN SYS7EM 12. SURVEYOR 70 VERI�Y PROPOSED S7Rl1CTURES SNALL NOT IMP�DE OV�R ANY EAS�M�NTS, SETBACKS, MechamcallElectncalEnp,�neennR: CLOS GLOSET PRO PROJEGTION NOMESITE OR BUILDINCs ENVELOPE BOUNDARIES. - GO GLEANOUT PRV PRESSURE RELI�� YALV� �'� REFER TO A5 SERI�S DWCsS FOR , - GOL GO�UMN P� POUNpS PER SQUARE �OOT NORTH ARROW DESCRfPTIONS OF S7ST�MS AND 13 M�GNANIGAL ROOM, ATTIG, AND GR�4WL SPAGE 1��NTILATION 15 TNE RE^-.�PON5IBI�ITY OF TI-IE MEGNANIGAL MaterialsScieat�sG CONC CONCRET� PSI POUNDS PER SQUARE fNCN ASSEMBLI�S CONTR.4GTOR AND TO BE PER .4LL APPLICABLE CODES. - GONT CONTINUOUS, GONTINl1E PVC POL1'vINYL GHLORIDE - GORR GORRUC�AtED PlU POTABL� IUAtER 1�. FOUNDAtfON DESfC3N IS BAS�D UPON A "MONTN DA`f, 1'�AR" SOfLS REPORT PREP�4RED B1' "GOMPANI' NAME" GMP GORRUC�AT�D M�T,4L PIP� CRE: STRUGTURAL GEN�RAL NOTES). GURRENT SOILS GONpfTIONS MUST BE SPEGIFIGALLl' STUDIED AT .�=�'.`~���-.� CMU CONCRET� MASONRY UNIT QT QUARRY TILE RM UPfi'�R - CPT CARPET QTY QUANTITI' RM LOWER ROOM NUMBER TACs AC7UAL FINAL BUILDINC� LOCATfON. n'"w` E" g"4 �00 ���`a"e�.��i,�Ses � r� GT G�RAMIG TILE � 15. MAIN7,41N ALL R4T�D ASS�MBLfES AT EXt�RIOR UJALLS, FLOORS AND ROO�S IN BULDING. ONLY APPLICABLE ° ;.p � GU CUSIG R RIS�R ON REMODELS. ��� d � O ClU COLD LUJ�TER RCP REFLECTED C�ILINC� PLAN ' X CROSS RD ROOF DRAIN P ��^ 't , e-� ;;�r ;-{, �,.°� � ��'� R� RE��R�NCE D DEEP/p�PTN R�F REFRIC�ER.4TOR 0fd1 DOOR TYPE TAG DNIU DOM�STIC NOT W,4T�R R�INF REINFORGE(D), (INCx) �_���� DIACs DIACzONAL R�Q REQUIRED , � � �`�'�� ��'v� DIAM DIAM�tER R�V REVISION A WINDOW TYPE TACs ��,`�FD ��C�\� D IAPN D IAPNRACsM RM ROOM e D7L DE7AIL RO ROUC�N OPENINCz a r b� Dl1JCz DRAWINCs RS ROUCYN S,4WN E EAST S SOUTN U.11 WALL Tl'PE TAC= EA EACN SC SOLID CORE � EL�G EL�CTRIGC,4L) SCH SCHEDULE EL�v EL�vAtfONS/EL�vATOR SD STORM DR�4fN EMBED EMBEDMENT SEGT SEGTION EM EMERGENCY SF SQUARE FEET REVISION GLOUD EQ EQlJ,4L SHTCs SHEATH INCs � EQUIP EQUIPM�NT SNT SHEEt � EWG �L�CTRIG WATER GOOL�R SIM SIMILAR EXG EXISTfNCx SPEC SPECIFICATION(S) � EXP EXPANSION SQ SQUARE EXt �XtERfOR STD STANDARD � RE�/ISION TACs STI�F STIF�ENER �D FLOOR DRAIN STL STEEL � FDN FOUNDAT ION STMP STAMPED �� �fNfSN �LOOR 57N StONE �� BRE,4K LINE � FC� �IBERC�LASS STOR STORAGE � �� FN FIRE I-IYDRANT STRUCT STRUCTURECAL) FIN FINISN SUSP SUSPENDFD �L �LOOR X"12 ROOF SLOPE TACs FLC� FLANGE TG TEMPERATURE GONTROL � A FLUOR FLUOR�SCENT TNK 7NICKlN�SS) � �T FEET TNRLI THRDUCsH O � �tCx FOOtINCs t�F 70P OF �INfSN FLOOR e � STAIR DIREGTION LEADER � � � T/O TOP OF Cz GAS TOB TOP O� B�AM � GA GAUCxE TOG TOP O� CONCRET� � O GAL GALLON TOUJ tOP O� WALL � � GA�1� GA�.V,4Nf ZE D TR TREAp Q GI GALVANIZED IRON TR.4NS TRANSYERSE � U GL GLASS TS TUSE STEEL � GR GRADE, CsRADING tS� tOP O� S7RUGtlJRAL FLOOR ^ GRD GROUND T55 TOP O� STRUGTURAL SL.4B f O� �� � � O � � � � � �� 1 � � I � 1 � �� � � � � � O ��� �� GIUB Cz1rPSUM IUALL BOARD TYP TYPICAL � � � r� C=1'P C='i'PSUM � r UCs UND�RGROUND O O NB NOSE BIBB U� UNDERWRITER'S L.4B � NC NOLLOIU COR� UNO UNLESS NOT�D OTN�RUJISE - - _ = EARTN METAL STUD WALL OUJNER: Nerman Staufer C�V�L Name � N�o NICsH DENSfTY OV�RLAY - - - - - g'rJ� R�G� Sd�IOISt0�1e ROI, #15 ENC�INE�R: ,4ddress NDPE NI�sH DENSfTY POLY�TNI'L�NE 1� 1�OLT NT N�fGI-ET YB Y,4POR BARRI�R � �� � I-I S VB VINYL BASE \ \ \ \ \ EXISTINCx Vc�I� CO S��o�JB TOW�'1, CO 8� NK ooK� � /\// //\// // // // / �i��, GONStRUGtION C9�fT�� 4��•�5�9 C9�1�) 555.���� � NORZ HORIZONTAL YERT VERTIC,4L fX C9�f�� 4�1�.5�61 fX C9�m� 55�.1111 \I/ O NP NIC=N POINt VES7 1/EStfBULE N NPWR NORSE POW�R vIF Y�RIFY IN FIELD Co�ltaGt: Namc° � NR NOUR a a , , GONGRETE 1U00D SHAK�S NW HOT WATER UJ IUEST/WATER/WIDE/WIDTH � NIUG H07 IUAtER GIRGUL.4tION UJ/ UJITN NpW NARDWARE W/O WITNOUT � ' Nav NEATING e vENTILATION u1D uJOOD o0 000 00 000 oo 000 00 �R,qVEL � � � � � � � � � � � � � � � � � � � � � SOUND B0,4RD C�ENERAL Name M/�/P Name WC IUATER CLOSET ° �° ° �° �° �° CONTRA�GTOR: �4ddress ENC�fNE�R: Address � IN INCN�s tuP wAt��PROO�(IN�) Town, CO 5�111 Tow�, CO 5�111 ' ING�. INGLUDE U�llF WE�.pED WIRE F�4BRIG (��Q�) rj�j�j.���ID C9��) 555.�m�� INFO INFORMATION ASPNALT � CsLASS f X C9��) 555.1111 fX C9��) 5�5.1111 INSUL INSULATION/INSLILATINCs INt INTERIOR Contact: Nam� Contact: Name GORRUCs�4TED JC JANITOR CLOS�T GONGRETE BLOGK MEtAL JT JOINT Kv Kf�01�OLT GOPP�R ARCI-EfTECT: VAg Inc. ,4rchitects � i�lan�ers INTERIOR Name Revisians: KvA KfLOYOLT AMPERE BRfcK SNfN�LES PO BOX 1�34 DESIG�NER: �ddress Va i 1 GO 81658 Tow+�, � -�� LAV LAv,�tORY GO 8�111 � �BCS� POLINDS SPANISH C9�m� 949.�m3� C9��� 555.���Q� � o��� LP LOUJ POINT STEEL tILE �X C9��) 949.813�4 � ��� LT LICzHT fX C°J7�) rJr'Jr'J.���� fl �vR �ouv�R Gontact. David Baum Contact: Name 0 �o BuiLr-iN 0 1-[��-'.� ALUMINUM G.4BIN�tR1' 0 STRUCTUR�4� 1"lonroe-Newel E�gineers LUOOD CROUGHJ �NC�fNEER: PO BOX 15�� AVO�, CO 81�o2fl� C3�3) 623.492� 1U00D «INISNED) FX <3�3� �023.�0�0�2 Conta ct. Gra i g Ca rro I I PLYWOOD Issue Dates: � PLASTER/CsIUB/ "A" 06.01.07:Not Issued o s-rucco � 0 d x � AGOUSTIG TILE s � v � �y GER4M IG/QUARR�' Sheet Title: " ��L� Pro 'ect g J � ��� � ` - MARBLE Index , , ,. , � , , . - � _ - � and o' � i �� �� i �� �� i STONE � � o n ormation °- ���� CD � � �� � OJ C� � � C� �� � �, �� � , � `-�� -' � CsRANITE � heet � � ° � TNE DATUM RE�ERENGE FOR T�-4I5 PROJECT IS AT 7N� MAfN LEvEL. g � The drawinc�s, specificattons and other documents prepared by the Architect lYail �,rchitecture group, Inc.) for BATT INSULATION ProjectNo: `= Ai�GNIT�CTURAL RE�ERENCE ELEYATION = el. +lf�m'-m" the Project are it�struments oF the Architect's s�rvice for use solely with r�spect to this Pro,ject and, unless � � U1NfCN CORRELATES TO U.S�GS. �LEVATION = el. +XXX' otherwise provided in writing, the Architect shall be de�med the sole and exclusive author oF th�se documents � SURVEY ENCzINFERINCz INFORMATION PREPARED THROUCzI-{ THE OWNER dnd shall retain, without limitation, all common law, statutory dnd other reserved rights, including th� copyright 2709 00 a � RIGzfD INSULATION VIA EAGLE VALL�1r Sl1RVE1'INCz ING, D�4TED JANUAR1r 5, 1989. hereoP. No person, whether having come rightly into possession hereoF or otherwise, shall employ these . �. documents on a�y other project, nor for additions to this f'roject nor for the completion of t,his Proj�ct by 3 other5, ur�l�ss with the prior express written consent of the Archit�ct and upon appropriate compensation to the SheetNo• � Architect in dn amount and kind sdtisfdctory to the Architect The Architect expressly claims all proprietary � � rtghts in the material which is issued in confidence For design and / or construction purposes oF this ProJect as UJOOD STUD WALL noted th�se materials ma not be co i�d, modified, nor em lo ed in an wa without s ecific rior written o y p� p y y y p p � �O• � � consent and p�rmission oF the ,4rc�itect. � �, YAc�, I�c. Architects d Planners All rights reserved �1007 VAglnc ArchrtecL��Plam�aa m � 0 � . N �-- " , "" :,"�. " .�'`� - : -- - ---;� '=�'_ - ;� __-,- ;�3 �``�' ;-s �`� � -- =;x'�, `�j :�� " - "�-`� :.tir- � /� � � VAg, Inc. Architects &Planners Post OfSce Boz 1734 Vaii CO 81658.1734 (970)949.7034 .. _,,._.,_ ...w.�_,., _n__ , ,__�---- _ ._ _.__ .._ _ .�.,,...,..._ _._. __.--.-..�,�..-� - -_ _. .__..._�, �._.�. _ _.�.____ _ , _.__>>., --- - - - _ _ . _ u .,..,. _�.� __ -- -" -.. _ _ ..,.,_ _ _,_.__. .. _.,,>. ,...,�_�_m_ .-: .,,_ �__ ____ _ __. - - -- faa:(970)949.8134 emad:general�vagarchitecta.com 90 Benchmark Road Snite 202 Avon,CO 81620 ��� ���� � � i y � ��� ��� General Contract or Devdoper �,�J l��J��� r � �U y � ii � Crv�l Eng�neer. A PA�T ��' L�T Q �L�� � �� � CERTIFI�ATE t�F DEDICATION AI+ID OWNERSEdIP LandscapeArc6rtecture: � VAg,Inc. Knaw aIl mec3 by these presents that Bell To4rer Associates, Ltci• , an �klahama lima.ted (970)949.7034 A�� � l� �� A � � � � ��� ���� �� partnershzp, being owner i.n fee s.�mple af a11 Y,hat reai prc�perty sztuar.ed xn the StracturalEnp,�neee�ng: � Town of Vail, �agle County� CoZoradot described as €ollaws: Monroe-NewelEngineers Y �...� (303)623.4927 �'hat part o£ Lot a, Slock 5-H, Vail v�.,�lage� �'irst Fa.lznq, accarding to th�: map MechanicaUElectricalEng�ncermg: T�� � �� ����3 ��� �� ����� �' �j������� thereaf recorded in the office of the Eagle County, Colorado. Clerk and Recard�r, _ described a� follaws: MatenalsSc�enhst: T3ec�snn�.ng at the northwesterly corn�r of sazd Lot a; thence hi66°I8'0a"E 1.11.45 feet, _ � "'���� �F ���� } alnnq the noztherly i3.ne af said I�ot �, the�ce, de�iarting said n�rtY�erly 1ine. A �A�..�.. �c ��.� � , S85°Z5'5�"E 126.64 feet� t�o the northwesterly corner of Condomin�.um Map for Gore ��- Creek Plaza Building, accord�.nq to the condoma.nium map �h�reof recozded �n the of�zc� of the Eagle Caunty, Colorado, Clerk and Recorder; thence the fpllow�.ng t�vo �F'�`�;Sesi� E���,_ _ w__ _ __ _ _ �. �_ ___.��Qt�rses_ along___the_ nartherly and easterly I�nes of sa�s.d Condamrnlum Map far Gore� � �^", . �.� -',�.,.,,`'� ��'�> _ _�__ ___, _ _..�. _______ __._ __ �__._ _. _ _ ,_ ___, _ _____.. .�. __ .�_ ___. _... �..�,_,_,� ._ _,.,� _____ _ _ _ _ _ __. ___ � � Creek F�la�a Bua.lding; tl?N73°17�00"E 63.4I feet; t2) S10°93'00"� 7.50 feet, t� the '�{�,�, ''�� ��,;��{;.>� __ _ �_ .____....__. _ .. ___ _ ____ __ � _ __..._�_ .... ___ .._ _. _ _ .......�.�._._._____�_. ��.�.____ . __. , � __ _ _ firue Fc�int of Beg�.nning; thence, conti.nu�.ng along said eas�erly 1 ine, 510°43'QO"G �f °"��'` ^r„� ,_- h� v}j N E. PROP£RTY Cdi�NER (� ,,.,.---~'�"' 97.OQ Eee� to the n4r�heriy rs.ght-of-way lin� �or Gore Cre�k Drive; th�nc�, j' �� � ��e� ��;a ���, t� 2 V, f f 1 61'4r` '1 l��l„e !26 fi4. Gt}RE CREEK Pt�AZA "`^�._ _„_r--"'�� t �?' SET�X� IH PAVERS depar�ing saa.d east�,r�y 9 ine, the fQllow�.ng two couzs�s t1�.4TIC� saad northerly � y„�-� �,A , ,ag�°�"� � ' e � ��...���'� ��s > , HUt1.DtNG �,,r,,,�--�"'b �^'�`� �}�.�� r�.ght-of-way la.r►e tl) N?9 1'3'DO°� 39.50 �eet; t2) 29.51 feet along th� arc af � '� �; s Nfifi°IB�00'�E S85°15�52, E � ! ' o t r, �, ,��`"@ ,". -� � � � � t u curve to the riqht, having a radaus of b22.79 feet, a central angle of Q2 �.� 54 , ,,�, .�- �°��aayo �:� � ili 45' � � , 63��� �p (�Q � and a chord that bears NE30°3$'27'�� 29,51 �eei.; thenc�, departing saxd r2orther�.y j���'��,�'�. �° �,` ;� �" �: 790�? OU� � 0 ��'j 7 �� a. �` o � " thc�nce S79°17'00"W 4.�U f�et• thence s`'\�g �,`�.-z<i.�� �u";•` ts, �____�__,� �y �.. N1� 9� O(3 W 63.00 Eeat- � _ right-of-way la.nQ. . . °\ �� L.C.E. PA�"t0 � N N10°43`00"W 12.7�. feet; thence S79°1?`f]t�°W 29.00 feet; thence N10°43`Oa"W 22.flt5 � ''�^�^ �'�•��� \� TRUE P.O.B. 1`� .P N v � �, �r �� �' .a -� ,r uNtT G-� �„� � , feet; �hence S79 17 00 W 4I,.00 feet to the True Poznt of Beginnxr�g, conL•ainang �.2� / � acres, mare ar less. � pQ.B, SE7�X` EN Pl.AN7ER WALL � Q � ` NvV CORNF R pF LOT a, 8LK 5-8 . 37 � SET P!N 8 CAP L S �3506 VAtt VtLLAG6, �S�tST �1LlNG �.p u' � f � SET c�oes hereby certify that this °CQndominsunt Map for F3eL1. Tower Conclominiums" ks ��lcd �_ f 24,�� �, CHtSEL£Q'x ' zn ct�njunctiQn vrith th� Candomin�.um Declaratzon £or Beli `Po,ae� CandomznYUms reco�dea cr o 'Qd � M ��0 4������ W �n Bo4k afi, Page in the otf�ce oi the Eagle Councy, Colorado, C1erk and ` N_ S 79 y� G.C.E. t Record�r. and does hereby svbmit �he above descra.bed real properLy to �he provzsaons , �2.?I of saz.d Condominium Dea2aration. � �g 2 9 1.4 �• r � � SET�PK'NAIL + u Executed this �;��, day of t. � , A.D., 19a9. � 00 � .. G.C.E. "`ti ,� 7�°I� �C� W -,� �,. ' G � �'$ ` �.�Q Ot�JIVER: Ae3 1 Tower Assoczates, I,tci. , 6.5 SET CMlSELEO X' an Oklahoma lisnited partner5hz.� l..C.E. MEGHANICAL ANO Cf) STORA�E� UNtT C-i 0 resteM ourt p (.UNQER G.C.E. STAIR; SEE V1EW JcX. SNEET 2 Q� 31 7tb Ftoor " . c� �, _,�""`����:�m'��= Opllos T 75 1 � � �� L.C.�. ENTRY !lNi7' C'3 8� C'4 �T<<``Y`..y� ;`%`�d.��y ,,,;n„ r '`1 :: �tb••,ytEprty��ry,�y .�y i� � � A . Y: i�A GC.E OUTI.iNE OF STAtR ABOVE 1..C.E. :;� �,7•��,._. �,`� Clark S. Willingh m, Genera2 Partriez � Q � MECHANICA�. AND ST�RAGE, UN�T C-f � , , N ry � (��/' r/f �' t; ~p 4 � {l�, � .�� Qp �✓`���T'. ��' �(� �`-" F"'V�U � n '��'4 L �} i t ;#e � ' �a 3�` �' � ���: �ae ,����� �"_-:��� F{ �' � covi��rY o� G�{� l y` k� � '`� t/1 y � s=;� >>3 .}s����� A i � ' +'� �YB�R:' F` � � � A���sp�` a-.�, ����y�k � Y„�� � The fore goin q instrument wa s a����d`'c�ed b e fore me th�.s � da y n f �"� ,��,�-� , O � `� A.D., 1989, by Clark S. Wi12a.nqham as General Partner of �ell xawer Assocza�es, � ; L C.E. MECHANICA� QND STp�tAGE� UNlT C-t �' c�°- Ltd. . an Oklahama 3.imited paxtnership. G(JR E C R E E K N 4.0 � � --� � � t� m- �- '?� '.�! C� 4� o i,n W L C E.STAfR U�l{'f C-3 � Wz�nesslmyyhan�3Xand�seal. t (�� r � � ,� P�H �hR FOUR S70FtY BUILUiNG :a_ �.��,��` �,,�,�'° p BUILD{ N� ( T�WN 0�' VAiL � � � � No�azy Publzc � � G.C.E. q U1 wQi.L a A PAR�T OF L �J T Q Address: .� � .. � �-- .�:� �~ Q� 4� � � �.3` o �■�I � - a, QLlTI,INE OF BUII.DlNG ^� �EOG� OP S7AIRS F0t��4W � �'. Al' GRADE �� PROPERTY LiNE) O O 26 � TIfiLE CERTZFICATE � � a,_ L.G.E. £NTRY UNlT C-2 � Om �C E, STQRAGE uN�T C-� , I,and Title Guarantee Com an does hereb cert�.f Lhat the t�.t1e ta all 7.ands shosln u,. SURVEYOR S CERTIFZCATE p �' y Y �� � � g,7` �^ apon �hzs condoma.n.�um map has be�n examii7ed an� is vc�s��d in BeI1 Tow�r Associa�.es�, �� O N T da he�eby certs.fy that I am � registered L�nd Surv€�y�r 3.icPns�d and�r the laws of Ltd. , an Oklahoma iimited partnersh��a, and that tatl� ta such lancls xs fr�e and � � "�' the State af Coiarac�o, tha� thxs candomai�ium rna is true, correcG and cam lete as clear of �.11 liens and encumhranc�s, exceg� as follaws: � � 2•��A' G C.E. STp►R SECOND FL04R ,� G.C.E. PLANTER P P �"'� S G C E BEi.ow} � � laid aut, platted� dedicated and shown hereon, that such canclominzum map was made � - from an accurate survey af sa�.d property by me and under my sup�zvisian and �e�d d£ Trust recorded �7u1y 2, i979, �.n t�ook 287 a� Pag� 592. Ass.�gnm�nt af Rents 6.�� G4 �'' recorded July 2, 19?9, in F3ook 28? �t Page 593. Confiinuatzon of Li�n Agreement � :a � correctly shaws the horizontal and vertical locat2on and dimenszans o� �he bu�.lding 'a'�_ cn 6- r�e:ozc3ed Mdreli 29 1985, zr� t3oak 42Q at Pdc c, 6. Deed of Trust record�:c3 Jux�e I0, �,5 �..GE, �nt1rRY can'tazna.n the condom�.nzum un�.ts, the cqndominium units. garcels and �asements of ' 3' � a_ s�T c��s�Leo'x` .r.,----�-�-"" Zss7 � �� ��, Ut�1T C-t �y ,�,r.....---�" said condominium �a.p, and the parcel is staksd u�aon th� ground in compl�ance wa.th , ln �aok �164 at page 125. �'• �' Q appl�cable regu].ations gov�rning �he subdav�szan of l�nd. "[�,� � .• , �-• L G E. STORAG E UNtT R-� ���!',�.s����J��� Dated th�y�T day of L�2�'._����' � A.D. � 198�. � tG C E 5TAlR A80VE ? � � � � � �n witness �hereof I have set my hand and s�al �his . t. day ofl,�`1� �'� �'`�� , O gA.O , PLAN7ER �� `j .•�c,tsTE "°O •� Ld�t�3 Titla G�arant�e Compar►y .�,k � A.f3. e 1989. � . R . _ � G C E 5TA[R ����,,,,..�.� 5ET`PK PlAIL, Q. 4 � �.•`,¢� F� '�,� � 11z1��CD $1658 r- � Q� � �.c.�. Farrv a.�_ �..� r� = (�DGE 4F STAIRS FOLGOW �� �" �7c3° 17 ` UN1T C-5 ,.• o ^ ` G� ; ` PRUPERTY LiNE? �d , � L�~' Q�L 4 �54�� + � `� `+` ��= 39. x.3 622.? Dannie Gox�aran • .�r • 4 . : ''� •�'�' � Cx ' (s�9 n tux c i ' G.C.E. � r . �,ti...•. ��.' �,` PLANT�R L= 29.5R` Colorado L.5. �f 158?�,f's',A�•°s����Q•,�'w�� 1 � �"'"'.•-� aF�t31.� '..` � �,,,..•� GHISEl.EB'X �. , �3,� �� ,,,,. oE " ,t� f�lttt��it4��� t ltl� n m� i� title) � Revisions: � ^�CH =N 80 38 7 E �, ,• �._- °" 29.51 ziE = s �s��a'�a"e,464 35J �� • 41.�^�C'`U � � -�� � n�� � �,�tu�tttt�litttUlr'��iING Ai�N37NISTRATUl2 GEI2TZFTCATE � ►��� �r��. .,.��titi� `S3�t��b �lf�ifF � C_-.� ` r ��,t�vQpO�ooOS�✓ //1,`J �--� �� ��� v � �BASlS OF BEARlNCrS} .�` "'4 s �'�ondama.n�,utzl ma� is hereby appraved h�} the Tawn of V�,zl Zdning AdmLn�s�ratc�r � ��,`�'J R� S 89°44�W /� NW IJl6 GORN£F7 SECi'IUIV 7 t a � p� � ..--.--- f 1r-�--8 PEN 8� CAP �,.5. l6827 � a thi� ('� Clay of -.�A.,.ac..>AD1 A A.D. � I389. � 3�.-� (�� T� 1 �' a 1L °v �I `''� BRdSS CAP MQNUMENT � =�p � � � � 0 ��� rv i/�6 co�rv�a s�Cr�flt� 7 a s. �. o Att�st; - . � � \ � � j A :` ` � / p �s� � r!� LdM1a` r Sr �,` j � ffft'f//5�1���ii � , 'r�r•:.,,,,;i�;>�'' � Clerk Zani Administ-r�t _ Tawn, af vail, Colararlo Tc�wn uf Vaa.l, Co3 ado _� ` NflTES� .,���` 1. DATE QF SURVEY= FEBRUARY, 19�8 � 2. ELEVATl�NS BAS�D ON UPPER EAG�E VALLEY �L�mx�'�:eAT� oF TAXES I�A�D SANITATION DlSTRICT SEWER AS-BU�LTS z, tl�e undersigned, c3�a hPr�by certify thae the entix-� amount of 4axes �ue and � payable as �f ? , upnn a11 �arG�l.s o� rea� estate 3. Ca.C.E.-� GENERAL C4MMflN ELEMENT c3esczz}��d on tha.s ccndom�nium map are paid in �uli. �O s � �. L.C.E. - LlMITED C{�MMQN ELEMENT _ IssueDates: -�- _ - - �. f�IQNUMENTATi(JN AS �iND1C/.kTEd. ° Dated this day ot . F,.p., 19a9. � ``�.'s,.,�,�,�,,��,,, ���a "A" 06.01.07:Preliminary `�O`�� 6. BEQRINGS ARE BASED dN TNE SOUTH LJNE OF THE '`s, � BCGL Tt�W+� �GJ Tzeasur�r of W�qi� C�unty, Coloradn cdvr.x,�e+•u,vfr,,,i�� "�---,_ N W I!�# N lAt_ t/4 U F S E C T!0 N ? 8 E 1 N G S 8 9°44+W { S E E D R A W i N G } � -�� CLEAiC Aldt� RECORDER'S CEI2fiIFTCA`�E � G�'� '`"--�-,_„ � „$� �.; This condamina.um map was f�.led �or record. zn tt�c offzce of 1:he Clerk and R�ca�cder en � �` �:hzs day of , A.D.. 2��9, a� a`clock ____M. SheetTitle: _ Recorded under Recepta.on No. �n Book zt Pac�e ______ � � �, 0 5` �a. �Q' Condominium Declaration recorded .zrs Boak at Page IfAfL � � � �„ SCALE ( = Ifl ' Clezk and R�corder • NUTICE: �� �� -- � Accordzng to Colorado law you must commence any legal aG�ion bas?d upar� any dr�fect Eagle County. Colorado ' in thas �urvey within three years after yau first discover sach defect. T.n no event, . AJurvey Vl�lJt1lT}"' /(�?`.41�' may any actzan based upan any defect 3n this survey be cammencec� mo�e than �.en years �y: � '. Pzom the date a� the G£'.z'tifiCatZOrs shown herevri. ��p���y �AGLE VpLLEY SURVEYIN� 1NC., 953 S. FRQNTAGE RD. WEST, VAtL, CaLt�RADQ, 81657 ����T � a� � c ' _ Pro�ect No: �..: -. _ ,`�".� „ 2709.00 Sheet No: C 1 .0 �200�V In�A�chriaev&flmnen �r_.�.��;x .�, , - _�.� �R�. . . �:� 7�-_ - -_ `„'' `i,� � -;� �4n ' _ , � ,..d �4 " : � - - '�� ��- � ��3 ' `�a'' � * ,,: ��;�y t<�' -� . �'� - :� `f, ,r' . "9 ' +�j A � � VAg, In c. Architects&Planners Post Office Boa 1734 Vail CO 81658.1734 (970)949.7034 faa:(970)949.8134 emaiL•general@vagarchrtects com 90 Benchmark Rnad Surte 202 Avon,CO 81620 General Contract or Devdoper. Crv�7 Engmeer, Landscape Archrtecture• VAg,Inc. (970)949.7034 5tractural En�ineermq: Monro�Newel Engineers (303)6Z3.4927 MechamcallElectr�cal EnEweerieg: Matenals Sci�t� q��,.F�'av.tA+g.c� l`�y� �° �J F� a U /�D /����" a l�� !�� '�¢p� a;r�Ji������� n��' p �` a � �A� Y� � � - :���� � P S"'�,-� `''d�ry,�°g°�� �\���,.�� ,� C,�° � `�����' ��r G��� ��i�- 07 , � � � � � � � � � •�I � � A _ o ,� � a� � c� a� � � � o � � � � ^ � � � � � � 0 0 E� � � � �, o � N 4� A � � Revisions: 0 ��� � 0��� � G�� � �� 0 N"�� 0 UP L,4NCELOT'S ENTRY Issue Dates: PANO'S J�W�LRY OPEN TO � STORE g��p� "A" 06.01.07 :Preliminary a � DN 0 � x � ���vATOR � � � a M — —— —— —— Sheet Title: ° —— ——— N � $ - - — � � f— - - - � � � Existing N Floor �� EXfSTINCx UJINDOUJ EXISTINCx ROOF ABOVE EXISTINCs IUINDOUJ � � � � an a d N � C � R � 0 O d � Project No: � ` d L � � �XIST11�1� ��OOfi� �'�,1-�1�1 m 2� 4� S� �� � 2709.00 � d N 1/��� _ 1 Sheet No: � SGALE ��a�� = 1'-m�� 3 � � � d m 9 2007 VAg im Archrtects&Plazmm � 0 � N \ �:--«� � - - ,. ��°,�-��� _ , Yhu�-� - �i, r, - y i ��-!: l� $� � ' i :"�y� L .. ,] 'F••� •_ `- �1`�' `h`% _ �='� r'. 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Cl.m SURV�Y , APPROX ,4PPROXIM,4tE MISG MISG�LLANEOUS ( � ENLARCsED DET,41L BUBBL� A ASF .4BOv� STRUGTUR-4� F�.00R MTC� MOl1NT�p — � A_�� C 4 A�� ANC�LES ON PLANS AR� 9(� OR 45 DEC�REES, UN��SS NOT�p OTN�RWISE. Vrig, Inc• ,4T7EN ,4TTENU.4TION MTL M�TAL ARCNITECTURE UJ � GOORDfNATE ALL MEGH,4NIGAL AND EL�GTRIGAL EQUIPMENT TO FIT UJITHIN C�ILING AND WALL X2.1 EXISTINC� FLOOR PLAN Architects&Planners BD BOARD N NORtN � GA1/ITI�S/SPAG�S. R���R TO THE BGI JOISt M,4NUAL �OR M.4XIMUM TRUSSED JOIST PENEtRAtfON SIZ�5. X3.1 �XISTINCa �LE�/ATION BKC� RAGKCsROUND N/A NOT ,4PPLIGABLE �L FF REI�IEW PO^�^-•�IB�.� CONF�IGTS WfTI-I ,4RCNIT�GT OR C�EN�RAL CONTRAGTOR PRIOR TO INSTA�.�,4TfON FOR PostOfficeBoa1734 BLK BLOCK NIC NOT IN CONTRACT � BIifLDINCs SECTIDN TAC= D�TERMINATION OF PROPER COURS� OF ACTION. va�► CO 81658.i�34 — — — A2_1 PROPOSED FLOOR PLAN BLDC3 BUILDINC; NO NUMSER A-m� A3.1 PRO�'OS�D SUILDINCz ELEVATION (970)949.7034 BLKC� BLOGKINCs NOM NOMINAL �. PROVfDE ,4LL NEGESSARY BLOGKINCs IN STUD GAVITIES fN UJALLS AND GEILINGS. LOC.4tION5 INGLUDE, Sl1t faa•(970)949.8134 BM B�AM NTS NOT TO SCALE ARE NOT �.fMITED TO, TOILET ANp BATN ACGESSORIES, WALL AND GEI�ING MOUNTED EL�GTRIGAL EQUIPMENT, emad:generslQ,vagarch�tects.com BOT BOTTOM U1INDOW TREA7MENTS, MANTELS, CLOS�7 RODS, C.4BfNETRY, COUNTERTOPS AND F,4LSE BEAMS. 9oBencnmarkxoaasaice2o2 B/O BOTTOM O� OG ON GENT�RCS) Avon,CO s162o BRC� B�ARfNG OD OUt51DE DIAM�TER A 0� ELEVATION DRAWfNC= TAC� �. ALL St��L LOGAtFD BELOUI GR�4DE TO BE GOAt�D LUI7N BftUMINOUS DAMPPROO�INCs. BRKR BR�AKER ON OvERNANCx B7U BRfTISN 7NERM.4L UNIT OPP OPPOSfTE GeneralContrACtorDeveloper. 8 UNLESS 07NERlUISE DIM�NSfONED: CEN7ER DOOR AND IUINDOIU OPENINC�sS, PLUMBINCx FIXTURES, �LECTRfCAL BUTN BTU PER �IOUR OSF OUT5IDE �AGE � = UJALL ,4SSEMBLI' D�VICES, HVAG DEVIC�S, ETC, DfREGTLI' BETUIEEN INTERS�GTINCs WALLS. MAINTAIN A MINIMUM OF �o" FROM _ B7U1N BEtIUEEN 05B ORI�NtED STR.4ND BOARD IN7ER5�G71NG lU,4LL5 TO UJINDOUJ AND/OR DOOR OP�NINCsS. NOTI�l' ARGHIT�GT OF ANY DISGREPANGI�S. BUR BUILT LIP ROOFINC� OZ GUNG�(S) fi�� ��--��� FLODR ELEVATION TAC� �R = IZOO� ASSEMBLY Civ�En¢ineer. �� +�Q�Q�� -��� 9. GOORDINATE IUITN STRUC7URAL DRAU11NCzS �OR SPECIFIC,4TIONS, ENGINEERINCx, SPACINCs, ETC. - C GONDUfT P POL� ARCNfTEGTURAL DRAUJINCY DIM�NSIONS CsOV�RN - G/G G�NT�R t0 GENTER PL PLATE F = EXT�RIOR FINfSN SYSTEM LandscapeArclutecture: G�M GUBIG F��T PER MfNUT� PFRP P�RPENDIGULAR tm R�F�R TO TNE A5'S FOR FOR A�� CONSTRUGTION ASS�MB�Y INFORMATION VAg,Ina CNNL CNANNEL PLYIUD PLYUJOOD FL = �LOOR ASS�MBLY (970)949.7034 CJ CONTROL JOINT PLUMB PLIJMBINCs X CsRID TACs 11. THES� DRAWINGS REPRES�NT BUILDINC� GORE AND SHELL GONSTRUGTION INFORM,4TION AN1' FINISH�S OR Stivctur,�lEn�neenna: GKt GIRGUfT PNT PAfNtED �� = �LOOR FINISH SYSTEM �fXtURES SHOUJN ,4RE FOR CzRAPNfG LOGAtION PURPOSES ONLY Monroe-NewelEngineers GL GENTER LIN� PP� PROP�RTY �INE (303)623.4927 CLG CEfLINCs PREFAB PREFABRICA7ED ❑G = CEILING �INISN SYSTEM 12. SURVEYOR 70 VERIFY PROPOSED STRUCTURES SNALL NOT IMP�DE OVER ANY EAS�M�NTS, SETBAGKS, MechaeicaUElectncalEn�neerin�;• CLOS GLOSET PRD PROJECTION �N HOMESITE OR BUILDINCs ENvELOPE BOLINDARIES. _ GO GLEANOUt PRV PR�SSURE RELIE� VALV� REFER TO A5 SERI�S DUKaS FOR - GO� GOLUMN PSF POl1NDS PER SQIJARE �DOT D�SGRIPtfONS OF S1'ST�MS AND 13 MEGNANIGAL RDOM, ,4TTIG, AND GR4WL SPAG� Y�NTfLATION IS TN� RESPONSIBILITY OF TNE MEGN,4NfCAL CONC CONCRET� PSI POUNDS PER SQUARE INCN NORTH ARROW ASS�MBLIES CONTRAGTOR AND TO BE PER .4LL APPLfCABLE CODES. MatenaLvSc��et�s� CONT CONTINUOUS, GONTfNUE PVC POL1'VINYL CHLORIDE GORR GORRUCxAtED PUJ POTABLE IUAtER 14, �OUND,4tfON DESICsN fS BAS�D UPON A "MONtN DA1', 1'EAR" SOILS REPORT PREP.4RED BY "GOMP�4NY NAME" ' GMP GORRUC�sATED M�T,4L PIP� CRE: STRUGTURAL GEN�RAL NOTES) GURRENT SOI�S GONDITIONS MUST BE SPEGfFIGALLY STUpI�p AT CMU CONCRET� MASONRY UNIT QT Ql1ARRY TILE RM UPP�R ACTUAL FINAL BUfLDINCz LOCATION. RM LOUIER �,-,,.,,, CPT CARPET QTY QUANTfTY ROOM NUMBER TACs .�° ,,,,y�� GT GERAI"IIG tIL� 100 15. MAINt�4fN ALL R�4T�D ASSEMBLf�S At EXt�RIOR UJALLS, FLOORS AND ROOFS IN BULDING. ONLY APPLICABLE Msi"`���e� ����,� GU GUBIG R RfS�R ON REMODELS. E`/�'��°'v �,�r.;,�.� ClU COLD lU,4TER RGP R�FLECTED C�ILINC� F'LAN X CROSS RD RODF DRAIN t'Y � * ��� 4� � � '` � p" ..��", ��Z F�� , R� R���R�NGE `' ��'.P� s� �, / TN F F f T 0m1 DOOR TYPE TAC� D DEEP D�P R� R� R C;�R.4 OR O : £ � , � ��t1�.:f��a: tj, DNIU DOM�STfC NOT UJAT�R R�INF R�INFORCE(D), CINC=) r� ```�`'-0S`=� ����' ,` DIAC� DfAC�ONAL R�G2 R�QUIRED r� � ~ DIAM DIAM�tER R�V R�VISION � �� ,�;�. �a���� �' � pIAPN DIAP+-IRAC�M RM ROOM e DO YP T Cs ���F;�� �,Y���,;J,�° DTL DETAIL RO ROUCzN OPENINCz "�r� ,� �, �� ����.`'�;�'"" �'�'�-=.`-.K �_ a� �y•?f..�', , DWCz DRAWINCs RS ROL1GcN 5,4WN s�-_ E �AST S SOUTa-4 l.Ul WALL T`t'PE TAC� �� � EA EACN SC SOLID CORE EL�G EL�GTRICCAL) SCH SGHEDULE �o,..�.,,,�� EL�V �L�vAtfON5/EL�vAtOR SD S?ORM DR.4fN , EMBED �MB�pM�NT SECT SECTION - EM EMERGENCY SF SQUARE FEET R�vISION GLOUD EQ EQU,4L SHTC� SHEATNINCs EQUIP �QUIPM�Nt SNT SN��t �� EWG EL�GTRIG WAT�R COOL�R SfM SIMILAR � EXG EXfSTINC� SPEC SPECIFIC,4TIONCS) � EXP EXPANSION SQ SQUARE �Xt EXTERIOR STD StANDARD � REVISfON TACs STIFF STIF��N�R �D FLOOR DRAIN STL STEEL � � FDN FOUNDAT ION STMP STAMPED �� FfNISN FLOOR StN StON� �� BRE,4K LINE � � FCx FfBERGLA55 STOR STORAG� FN FfR� N1'DRANT STRUCT STRUCTURECAL) � �� FIN �fNISH SUSP SUSPEND�D X��2 FL �LOOR ROOF SLOPE TACs � � FLC� �LANC�E TG TEMPERATURE GONTROL FLUOR �LUOR�SCENT TNK 7NICKCN�SS) � FT �EET THRU THROUCsH O FtCs �OOTINCs t�F tOP O� �INISN FLOOR e � STAIR DIREGTION LEADER T/O TOP O� � � � G C�AS TOB TOP O� B�AM � � GA C3AUCsE TOC TOP OF CONCRET� � GAL GALLON TOUJ tOP O� UJALL GALv GALvANIZEp TR TREAp � � O Csl GALVANIZED IRON TR,4NS TRANSVERSE � U C7L GLASS TS TUSE STEEL GR GRADE, CsR�4DING 75F tOP O� STRUGTURAL �LOOR � � GRD C�ROUND TSS TOP O� STRUGTURAL SLAB � �� � .� � � � � •� i� �- C� � CO ,�1�1,�-� �� � OJ C � � C�O � � � �� CxLUB Cx1'PSUM UJALL BOARD TYP TYPfCAL � � � � G1'P Cs1'PSUM � � UCs UNDERGROUND O O NB NOSE BIBB UL UNDERWRITER'S LAB NC NOLLOIU CORE UNO UNLESS NOT�D OTN�RUJISE - - - - EARTH 1"IETAL STUD WALL. OUJNER: Nerman StauFer CIVIL Name � � N�o HIC=H DENSfTY OV�RLAY — — — — � 9r'J� ��OI Sa�tOI5t0�1e RG�, #15 ENC�INEER: ,4ddress NDPE NICzH DENSfTI' POL1'�tN1'L�NE 1� vOLT EXISTINC� Va I l, CO S�(o�8 TOW�►, CO 8�111 �� � NT NEfCaI-4T �/B v,4POR BARRI�R (g�Q�) q.��,���g C9��� 555.���� �� NK NOOKCS) vB VINYL BASE \/\/\/\/\/\/\/ �ILL GONStRUGtION f'x C9�fD) 4��_5461 fx C9�fd) 555.1111 � 0 NORZ HORfZONTAL 1�ERT VERTIGAL � � � � � � � NP NICsN POINt YEST VEStfBULE NPWR NORSE POW�R YIF vERIFY IN FIELD Gontact: Name � N NR NOUR CONCRETE WOOD SN,4KE5 HUJ HOT WATE� W UJEST/WATER/WIDE/WIDTH ° ° ° ° HUJG H07 UJAT�R GIRGUL�4TION U1/ UJItN � NDW NARDWAR� W/O WITNOUT �- Nav NEATINCx a vENTILATION UJD UJOOD o0 000 0° ooO o° o° o° CzRAYEL � � � � � � � � � � � � � � � � � � � � � SOUND Bo,4RD C��N�RAL Name M/E/P Name � WG W,4TER CLOSET ° ° �° �° o° o CONTR,4GTOR: �4ddress �NC�fNE�R: .4ddresa � IN INGHE5 UJP U1AtERPROOFCINCs) TOWt�, CO 5�111 TOW�1, CO 5�111 � INGL INCLUDE WWF WELDED WIRE �,4BRIC C9��) 555,��f�� C9��� 555.���� IN�O INFORMATION ASPHALT � CsLASS iNSU� INSULATION/INSULATINCs fx C9��) 555.1111 fx C9��) 5�5.1111 iN-r INT�RIOR Contact: Name Cor�tact: Name JC JANfTOR CLOSET CONCRETE BLOCK GORRUC�,4TED JT JOINT METAL Kv KfLOYOLT GOPPER Ai�GI�ITECT: YA Inc. ,4rchitects � }�la�ners INTE�IOR Name Revisions: KvA KILOYOLT AMPERE BRfGK SNIN�LES g ,4ddress PO BOX 1�34 DESfC�NER: � LAV LAvAtORI' Va I 1 CO 81(0�8 LBIS) PouNDS ow�, CO S� LP LOW POINT ST��� SPANISH (g�2�) g4g,�Im3� C9��� 555.���� 0 �T LICsHT ���� fx C97m) 5�5.1111 Fx C97�) 949.813� 0 �vR �ouv�R _ Gontact. David Baum Contact: Name � ALUM INUM BU I L T-IN G,4BIN�tRY � STRUCTUR�,� Monroe-Newel E�gi�neers WOOD CROUC�H) ENC�fNEER: PO BOX 159� Avo�, CO 81�2P� C3�3) 623.4927 WOOD C�INISHED) Fx C3�3� �23.6�0�2 Conta ct. Gra i g Ca rro l I PLYWOOD Issue Dates: "� PLASTER/CsWB/ "A" 06.01.07:Not Issued � STUGGO � x � 0 � x � ACOUSTIC TILE � a � a � GER4M IG/QUARRI' ° tf L� Sheet Title: N �� Pro j ect ,,,� , y . _ � MARBL E � �, ,; _ . , _ - , Index � _ - ° �' and �� � i �� �� i �� �� i STONE ° l �, nformation a , O� �� ��Vf� � O � � H ` i ' , \ � �� � � �� � � � � � , -� , � CxRANITE R Sheet 0 0 TNE DATUM RE�ERENGE FOR TNIS PROJECT IS AT TH� MAIN LEVEL.. � BATT INSUL�4TfON The drawinc�s, specifications and other docume+�ts prepared by the Architect Cvail Architecture group, Inc.) Por � ARCNIT�CTURAL RE�ERENGE ELEYATION = el. +imld'-0" th� ProJect are instruments oF th� Architect's service for use solely with r�spect to this Pro,ject and, unl�ss ProjectNo: � UINICN CORRELATES TO U.S�S 5. �LEYA710N = el, +XXX' otherwise provided in writing, the Architect shall be de�med the sole and exclusive author oF th�s� documents a` SURvE1' ENCzIN�ERfNC-� INFORM,4tIDN PREPARED TNizOUGN TNE OUJNER dnd shall retain, without limitation, dll common law, statutory dnd other reserved ric�hts, including the copyright � RICzID INSULATION vIA EACzLE YALL�'r' Sl1RvE1'INCs ING, DATED JANUARI' 5, 1989. k�ereoF. No person, whether havtng come rightly into possession hereoF or otherwise, shall employ these 2709.00 z documents on any other project, nor for additions to this Proj�ct nor for the completion of this Project by d others, unl�ss with the prior express written conaent of the Architect and upon appropriat� compensation to th� SheetNo• Architect in an amount and kind satisfactory to the Archit�ct. The Architect expressly claims all proprietary ' a U100D STUD WALL rig#�ts in the materfal which is issued in confidence For design and / or construction purposes oF this Pro�ect as � noted. These materials may not be copi�d, modiFied, nor employed in any way without sp�cific prior written �O• � oconse�t and p�rmission oF the ,4rchitect. � � YAg, Inc Architects � Planners All rights reserved. �zoo�����ArchrtaetaBPlevnaa 0 � N �� �,�%x�°+xr,.e��eS=T R"-"�.:T""E"°' l^r � � '� `i�3� t�', . �:� �y�',�. . , . - h1`� �� - R 4�_ �f,-• �-%" J"� — _ �� �� ih ��$�V..` -_ V����'� ki���- `.�� L���^'� �..�� Xh� �",� r�- "� ��1_ `iG'a`d' ;;-.� 61`i • t �� � 4 VAg, Inc. � Architects&Planners Post Office Boa 1734 Vail CO 81658.1734 (970)949.7034 _ _ ..__.�_..,.......�.....�_ _.,,,..._.�--.m.,,.- �-. -. .._.__,__..�.,.�...�._w_.,,,.. _ ..—.-.__�,.... _..__._��__-_,---_ _ _ _ � _ _.___ ��.�. , , .. -_ __w v_ M_., y . _ .. ,___ _ .._ ...,,._.,�_ _ _..,w..�..,.�_.,, ___ „_ _._._ _ _ _ __ . _� __._ - - -- faa:(970)949.8134 �, �,_...,,___..._,, _ _..a.__ ________�__ email:general@vagarchitects.com 90 Benchmark Road Smte 202 Avon,CO 81620 ��� ���� � � � � ��� �( �� General Contr9ct or Developer ti.l Crvd Engmeer � �A�� �1 ��T � ���� � ��` {�ri/ CER'�'IFZCATE QF DEDICATZON AND OWIdERSt�IF LandscapeArchrtecture: � VAg,Inc. Kn�aw all mec� by these presents that Bell To�rer Associates, Ltd. . an aklahoma lzmztnd (970)949.7034 , � �*- � ��*�-► r��� * � /+r partnership, being owner in fee s3mple of al.l �hat real property s�tuaced xn the StracturalEnpaneering• ���� �� �� � � � �, Monroe-Newel Engineers i � � ���,r� �own af Vaii., �agl.e County, Caiorado, described as follows: (303)623.4927 � jt � ��� ��,r1 �r /����� � �������� �'hat part of Lot a, B].oek 5-B, Vail V�.11ag�, First Fzlzng. accorda.ng ta the map MechanicaUElectncalEng�neer�n�: ���j�/ � � � `" �hereaf recorded in the office of the Eagle Caunty, Colorado, Clerk and Recorder, * � 3 � 4r� �✓ � described a� follr�ws: MaterlalsSc�enUst: Sec�inn�.ng a� the z�orthwesterly corncr of said Lot a; thence Ai66°18'00"E ].11.45 feet, _ ( "�'��� O�' ��,L � ` along the nazthar�.y line a£ sai� E�ot �, the�ce, de�,artzng saic� northerly line, � t Sg5°15'5�"E 125.64 feet�� to the northwesterly corner of Condpmin�.um Map for Gare A P A R�' t�� t.�.�� Q Creek Pla2a Bnilding, accaxdzng to ths condomznium map thereaf recozded a.n the off�.ce of the Eagle County, Colorado, Cl�rk and Recorder; th�nce the follow.�ng two 5ea1 _ ._ __. _ _ ___ ._._ _ �4tl�S�S__3�4AC�,._t,Y1.+f: nar.theriy and eas�erly 1-�nes o€- sas.d Condomina�.m -�fap fo� Gz�xe w.. � _____.____._ _ _ _---_�_�____.___ __........_ �_M _w__..��.._ _..___._�..v �___ _. __��_ _ � _ _ _ _ __ ,_ ��__ _- - °� Creek Flaza Bua.3.d�ng; t1)1V79°17�00"E 63.4J. feet; (2� S10°93'�Q"E 7,50 feet, �o th� __ __ � __ _ . _ _ _ _ __ _._ _ ____ _ v _ _ _ _.___� �.._._..w� ._...._ ______....._._....____.._ �___. __�. � � _ __ __ ____ _�__�____ __ _w�..._ _ ___ � True Point of Beginninq; �hence� cantznua.ng alang sa2d easterly 12ne, sio°�s�aa"G N E, PROPERTY COi�NER �.,.----��"�� 97.001 feet ta the nor�herly ra.ght-of-way lzne far Gore Creek Drxve; thenc�, G4RE CREEK PLAZA � 2�' �., �2• SET'x� in1 FavERS depart�ng said easterly 1ine, tihe follow�.ng two courses along said norther�y �26 fi� ,� HUtL.DENG w,,,,,,r...►^�""' �,}I.�d right-of-way lzne t 1} t37�°17�00"� 39.50 feet; t 2) 29.51 fee� alortg L'he arc o� a N 66°18'QO'�E S85°15'S2 E� �� t, curve to the r�.ght, having a rada.us of 622.79 fe�t, a central angle of 42°�2'S4", ili 45' � � „ 63��� "�"� o �`�1� � - and a chord that bea�s NE30°38'27"� 2�.53, feet; thenc�, departing sa�.d r2arther3y � �� E t!� / � � � �w �.,�,,,_, 7gp aQ Q / �J 7 -� ,,,. right-of-way lzn�. NIQ°43'00"W 63.0() fePt; th�nce �79°17'00"W 9.00} feet� Lhence ' L.C.E. PA�'t4 � � , t�10°43`fl0"W 12.7�, feet; then�e S79°1�`Ot3"W 24.00 �eet; th�nce N10°93`Ot1"W 22.Ot5 � \ TRUE P.Q.B. � UNtT C_� �� � � fest; �hence S79°17'Cl0"W 41..fl0 teet to the �'rue Poanr of Hegin�iing, con�ain.zng 0.1� �, Pt?.B. SET�X� IN P�aNTER WALC. a Q � � ac�es, more or less. ` NW CORNF_R OF LdT o, BLK 5-8 . 37,� S6T P!N $ CAP L S Z3506 VA4i. vtLLAG£, �t�2ST �iLtNG ' �' � � � SET �oes hereby certify th�t this "C�ndoms.niuca t�lap �or Bel� Toc�er Condomzniums" zs Zilecl �'� �. 24,�� �t CH�SELEi�'K ' in canjunction with th� Condaminium t?eclaxaL-ion for Bell Tn�ex Condominiums recordea �, a �-�`(�Q � o i �} �n Book at Page in the a�fice ot th� Eagle Councy, Ccslarado, C3erk and +�_ S ?g G.C.E. N �� :4� �� � R�corder. and does hereby submit tihe above descrzbed real proper�.y ta the provisaons � �2.7� Qt said �onc3om.inium Dea2aration. � �g 2 �s. � -�. c.c.E. � s�s'QK'"a�t, � 79°17'Ot�"W Executed this j,`i� day o� �. - � �.� °'i{ c Y. '�' "` i r/ � pa.�.r �.���. ' O 8 �ti i V � �.�a OL�7NER: f.3el 1 fiower Associat�G, Ltd. , �'�5 L.C.E. MEGHANICAL AND SET CHlSELEO X� - Cf� Sl'ORAGE. UNtT C-i an Dk3ahoma limited partner�hz� O 3�0 Crlste�! Court � (.UNDER G.C.E. 5TAIR, SEE VIEW XX+ SNEE7 2 �� 3? . � � 7tb FI04� � , ��.a�:H�,,,. � � a,� L.C.E. ENTRY UN1T C-3 8� C-4 ,Y,'�h°, ��(,v};�;.. Ddltas. T ?5 t .� �a,b�,,,av�,:,�N�,� ,s.�5tf: _`__"^ /� � L?i_ G C.E 4U?'�INE �F STAIR ABQVE L.C.E. ,;�24� �:�� h.�' �• �l/ � � ` � kiECHA�JICAI. AF3D STt7RAGE, UN�T' C-1 A ., t t t � a� �,,�rA �, *� Ciark S. Wrllingh m� Genera2 Partin�z � / � � ! ' +' �.j N^' •� , C7 STATE c?P �n t V�GLU ) ,�, � �`� - „, ;� � � � ��' 30'= 3 6` 3.3 ,.L�° )s�.�t"°e �.��;,..�'��~E fy� . . �,� . � A � � (JL COt3132Y OF �Ct.�`.� ";,� ,���'� , t � � �� � ��,�»ms«-"''�,�rg�'`� — � °- Q 4i'�>�. �;�' �� �`t� ^ � The foregoinq instrument was ai�,���c�''c,�ed before me thxs �,`�,_�d�y of � �;,��-, , O � �' A.D.� 1989, by Clark S. GVillingham as Generai Partner of BeII Tower Assoczates� ; L C.E. MECHANtCAL AND STQRAGE, UNIT C-t � � F '�td, . an Oklahama limited partnarship, � � � N�.a '� � �'� L C E.S"fAtR ltN1T C-t � �Q�E C R E E K m. � My Commassion expires: �- ('�_(G1�/ � � Witness m hand and seal. � � � PL A ZA � � /�- ,�� n �� ,��="�� �—r—� �-" � F�UR STORY SUILUING Np�ar Public r �r /��� O BUILD{ N� ( T�WN OF VAIL y � G.C.E, a,q' � Adt3ress: J � 7 � v �Qi.L ; A PART OF L U T a .�� � ,�.��y_' Q� J•J O r ! L ..�� iS L,•� t'1 � �~ � � � �'- �, OlfT1.IME pF BUt�DlNG M EpGE OF S1'AIRS FOLLQW � w. `'' t A'T GRs�DE PROP�RTY LINE) O 2�; � TI'I'LE CERTZFICRTE � a,_ L.G.E. ENTRY UN[7 C-2 � � m LC E. 57QRAG� uN�T C-� , Land Title Gu�rantee Company does hereby certzfy Lhat the tztie �o all lands 5hoc�n � � u, SIIRVEYOR S CEF�TIFTCATE �� � r�.7' c,� upon thzs condomznium m�p has b�en cxamined an� zs ves�.ed in II�11 Tnwer Assaciate�, � O N �^ T do heteby cert�.fy that I am � registered Land SuruQyc�r izcpns�d und�r t�he �.aws of Ltd. , an Oklahoma iim3ted partnersh��, and that tatl�. �o suct: lands xs fr�e artd � h N clear of a1.1, lzens and encuml�rances. exc��� as fc�llows: � � 2.� ' the State of Coiaraao, that tYtxs candomznium ma as trae, correct and cam lete as r�4 G C E. STpiR SECOND Fi.p4ft ,t"a G.C.E. P�ANTER P P �'"` S G C E BE1.4W) � 1a�d out, platted, ded�.cated a.nd shown hereon, that such condomi.n�um map was macle p��a �£ Trust recordecl Ju1 2 1979 in E3ook 287 a� Pa � 592. As�i nm�n�. of Rents , �` ,�,.�— frotn an accurate �urvey of sa�d property by me and under my 5up�zv�.saon and y ` ` � " 9 g,i � — recorded July 2, 3979, in Aook 287 c3t P�g� 593. Continuation of Li�n Agreement � :.s � corxectly shows the harizon�al and vertical locat.�on and dim�nsians af the builds.ng �_ cn �- recozc3ed Mas-c:h 29, 2985, irr �oak 42Q a� Pdge 6, Deec3 of T�usC recorded �7ut}e IOr � 5,5 �..C.E, EtvTRtr contaaninq the condomin�um un�.ts, the cr�ndom.�nium uni�s, parcels and easements of `�' UNt7 C-t S�'t CH35ELE�'X' ....-----�-""'"'f 198�, in 800k �164 a� Pa e 125. �, Z� i�„ �� ,,..,---�'""'� said cnndominium xnap, and the garcel is staked upon the ground in cQmpliance w�.th q �'- �• �? applicable regulations gov�rninq �he suksdiv�sa.on o� ]..�rtd. � � `�`", L G E. STORAG E UNiT R-I r+��''`��j�=���f�� Dated th�y �_�d�y of �i �����C� , A.D. , 198$. � {G C E STA1R A84vE ) � � � E. � xn witness thereaf I have set my hand and seal this � day af;,.�`,� �"� '�'`�r , �m_p G C E STAfR g4.�3 , �. PI�AN7ER ; 1�1.D. � 1989, `ti' �':�.��c,isTERF� s�+�� ao��35���e GUarant�e Campas►y � SEt''px n�att, ~�� , �, ��a�.I Co 81658 , 0���� L.C.E. PA7't0 8.5_,...� - t�o�� ofi s�rai�s Fa�.4aw �� `�" �79° �7 urri-t c-� .r-- a= Q2 4 �54" � ;. �" � �� ° " � _ ► ( --""""" - � ° � ' �= \ y � � t � PRqPEfiiTY LrNEf G.C.�. 7J�3•5 32.3� R= �2�.� � Dannie Cprcoran :Ni�"��.��� 0�°��4 y,� t S n tux�3 F�! �� PLANT�R {.,= Z'J.r'J� 9 .�-°"�„� � �,�� , rt Coiorado L.5. � 16�32�', • 0�9Y1►�� • .�.-•�^ �' ��F�OLa�;�`` � � Revisions: �,,,.,,.�- GFl15ELED x �3�..►^' "" °� ,,,f�Ifl4e�fll��,�, ( �nt n m� n i:�tlC�� �► t �CH =N 80 38 7 E `�,, �.--�' ° �G9.'�J� TtE = S 29°50�2Q'�E,46� 35� ��1 • � , � �` � � � n ,��tti��tltlt3Ftt�11��i�TVG ADM�NISTRATC3R GERTIFTCATE '` t � �..ti- ' 11�ti��,�£�����F tj"�Irfi''fir�� , � '�T� V (BASIS (3F BEARINGS� � oo° `I�t,�s �Qne'lamit��.um ma� is hereby approved by th� T�wn aE Vai1 Zdninq Admin3stxatQr o ' NW Ifl6 GQRNE�2 SECTiQN T ^- ° ° �.�. r �ggg. � �� �R�� 5 85 �4 W S P!N 8� CRP I,.S, t6827 � o � �thz� �_ day of .�, �A � P "O BRdSS CAP MpNEiMENT � '�° � � ° i� � �. ` A���Bt; � � � N i/1 8 C O R I J E R S�C T I Q N 7 t�8. � a _° ,, ; � oo ,; ` / f�lf 1si'�8 -n cd '�� r �f:�f 6r 4"?'1' ` , � _----�------ _ �%r;+r:.,.,..;i:.�' n Clerk . Zoni Admin�.st;rat _ Tcrwrz of vail, CoJ.orat7o Towr. vf Va�.l, Cvl ado �---,...,,,,,.�„_� ` N QTE S� 1. �ATE QF SURVEY= FEt3RUARY, 1988 C�i2`!'�F]:CATE QF TAXES �'AID ����```` 2. ELEVATI4NS BASED ON URPER EAG�E �IALLEY , SANlT�4Tt4N UISTRICT SEWER AS-BUILT�'a x, ti�e undersignefl, d� taereby certify tha� the ent�.r� �mount af 4axes �ue and �ayabie as of '-. , upcan all ��ar�els af r�a1 estate `--,.,, �"``"� � 3. G.C.E.- �ENERAL COMMON �LEMENT des�ri�+�c3 on thas candorniniucn map ar� paid in full. ��� � � �. L.C.E. - L!MlTED Ci7MMON E�.EMENT _ sue ates: T � -�_ -5. tvl4NUM�NTATif3N AS -ifV�3iCATED. � i�ated �hzs day ot . ���.. 19Ei9. „ ►� � -�-�,;,,,,�,,�,��� ..,,,.� � A 06A1.07:Preliminary �''`'--�"4�� 6. BEARIN�S ARE BASEQ (7N TNE SOUTH t�1NE OF THE � SCL,L 'Tt�WC� �C] Treasur�r �� �aglfs CQunty, C�3.orac3a cdvt�n�r�av�v�t5 �`''-�--.�.,,. ` N W I!4 N 1�!_ 1 l 4 0 F S E C T 10 N 7 6 E!N G S 89°44`W ( S E E D R A W l N G } ' .-M-...� � ���`""^-1���� CLERiC Al�]L1 RECORD�R'S CEI2TIF7CATE � �,�- " �,� This candominaum map was f�.1ed far record kn the o�f.�ce �f tl:e Cl�rk and Reco�der �n _ . this day a� , A.D., 19�9, a� c�`clock ____M, Sheet Title: � Recc�rded under Recepta.an N�. �n Boak �t Page � � _. Condominium Dec2aration recorded zn Book ____ at Page VA/L. � a' S' �o` zo' . � SCA�E I" = 10` t • NOT7CE: Cl�zk and R�corder R� ~ � � According to Colorado law you must commenc� any 1ega1 actzon bas�c� upon any d�fect Eagle County, Colorado ' in thas survey within three years �£ter you fizst da.scover such defect. Tn no evEnt, . Survey t� may any actz�n based upcsn any defect in this survey be �ommence8 more than �en years g�' `' ��������'`' ��� from the d�te o� the ceztificat�.on shown hereori. �����ry 3 FR IVTAGE RD. WES"C VA1L, CQL4RADQ, E1�57 �H��T l OF � EAGLE VAL�EY SURVEYING iNC., 95 S. 4 T ' _ Project No: z.;�:�=�: �- _,, �.��-� 27Q9.00 Sheet No: C 1 .0 A zoo�v m�n�n�a r�� r��, _ . _ _�.; ��-�;.� ,.j��° �(:=� _ "_ - .-_-�' ���,� : " ; £'.-` -__ - __ _-�";�� i'�LL� ;�,'�� �r�.� - -'�3c;� L� " ,y'� ��'^- ' _ " ~�' �`' - "�:d t'"' ,. � .._ '~pj i " ,.^� �� _ y sy u ErJ`E;� v � �; � 11 VAg, Inc. � Architects&Planners Post OfficeBoa 1734 Vail CO 81658.1734 (970)949.7034 faa:(970)949.8134 email:genersl�vagarehrtects com 90 Benchmark Road Saite 202 Avon,CO 81620 General Contract or Devdoper. Crv�7 Engo�eer. Landscape Arclutecture: . VAg,Inc. (970)949.7034 Sht�cfural En�neermg• Monroe-Newel Engineers (303)623.4927 MechanicaVElectrical Engineerie�;. 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