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pro��ct t�am i�d�x to olrauui��s _ RESORT DESIGN Cl tent: ,qrch�tect: Gontra ctor: Structura 1 Eng tneer: Mechanlca I Enq 1n�er: �4 r c�i t e c t u r� l 1�r a u�i n�s-. _ John C-�orsuch �eaort Design Asaoctatea Intl. C-�eorge .°�haefPer Conat. Co. Ntco) Asaoctates, Inc. Beaudtn-C-�anze Conaulting ,4 �.� COVc°I" �'1c°c°t � K � 1�43�# 5pruce Street, Suite 11� P.O. Box 3'13 2��rd Dagny ulay �,O T Box839 C-� S��V�� � � Boulder, GO 8�3�? Yail, GO 81620 5utte 2�2 Yail, CO 81658 � � �.� 5ite �'lan � �,� ASSOCIATES Phon�: 13fd3) �49-4�33 Phone: (970) 845-5656 Lafayette, GO 80�26 Phone: 19�f�) 9�9-6108 ,LS, 2.� pemolition ��d�18 Q� �' Fax: (3�3) 4�49-336�0 �ax: (910) 845-7013 Phone: C303) 665-0090 Fax: (9��d) 949-6159 �ax: (303) �65-��» �4 2-2 D�molition F'lans Contact: Jane 3nyder Gontact: Brian G�tltette Contact: Bill Larson ,� 3.� �loor Plans r` �ric Ellia Contact: Dtane Jones � 3•2 �IOOt" PIc��18 � �.1 �leva tions ARCHITECTURE, ,4 �-2 �l�vations PLANNING, ,4 �•1 �l�ctrlcal Plans INTERIOR DESIGN �ro��ct �la ta a r�hi t�Gtura 1 symbo ls ,� �.2 ���ctrical Plans �� Code information: �� ��L�� �Gt�� � � �� ���. San Fr ncisco O ice 1397 U.�.c. ���� i6 �s � ����R � � �. �~ 5 t r u c t u r a l D r a u�i��, witN�n�ie�+ee. Occupancy: �-3 6 �"�� �T T � 5-1 �ow�r �loor �ramin Plan 5 San„ Str�ee�, 17th Flr. L�lJILGITJd OQGTtON 5-2 Ma in �loor �ram ing �lan �O�'lf�'lg: Medium 1��'tgity Resfd�tidl �eLSV.4ria•u A� `�''� : 4153�9�3311, WALL T7'f"C 10 Construction Typ�: 1r-N M� 5-3 Roof �raming i='lan 54 e�rer� T,Aar e�-er� Tsui- r�. 8YS1'EM Loca t ton: eLEV.e,rioHe � n+orEe Foie RLOO9e,wa..� ,41 ceiurw • �oor e�rar�b, irro BOU er O @ 7�� 1°ota to Pa tch �1 DOOR M.4S!!G 100 DOOtt MARK- 1�� G�TAIL M4Nl11fL FOR 6C4�iEDULE6 • �434�IUC@ S�+ 1�@��� Q.ie.a.awaie eoo�s rr�a B CO 302 LOt 34 �-310ck 1 � LLL4LL 6ZGTiON A1 WMGOW MAFK- R!. OtTA1L � e. ■ .4433 � WINGOW MAWlC � MANUAL FOI!6GI-1EDULEO � � � � o �� � � � Fax: 30 3366 Ya 1 l/�ota to Pa tch 4iR.41°H�G WM�OW TYPE6 town o f Va i l '�"1e1O"' � �agle County Co °�""�" �'°'�T'� REMODEL • ' .w.rw�e. �- v�'c� �n �R �si • t'LGVATION �-�.�.� B U I L D I N G P E RM I T "^"'"'•R�° ` `°"' dCTA�L flLOILUI" MARK �oo'-o•(� -- 5c�uar� �ootaae Calculation C�6-13-�3�: °a"""°" AUGUST 6, 2003 F� ��. GETAI�..S- I�. GETAIL MANU �.OU��fit ��11�� l(0�4� BC+ ft � a�.aw►r•i� TITL� cRawn�tins �"3 u4a ��_�„ 1"iA f N L EYE L. ,,,) 8d T {, GETAIL Ct1T �� � �, ' ��n�ra l not�5 - ��� � � �' tO�,QL C�R�A - L 11�f NC* SPA��S 335� ac� ft �LAT�� s , °"�""'�°°" NORTN ARROW / , 1. SCOPE O� I.UORK INCLUDES REMODEL O� JONN CzORSUGN ptTA1L GUT � � ��ow o�s►aova �� �� NORTI-1 RESIDENCE. EX15tINCi INtERIOR �IN151-{ES WIL� BE REMOYED AND REPLAGED. WORK fNCLUDES NEW UJINDOlUS, UPC�RADINCx V NOtE: ALL 3F CALC3 t0 IN81DE ��CE O� BtUD OR GONGt�tE WALL EXtERIOR DEGKS 70 SNOWMELt. PN�SE 2 fNGLUDES NEW BPA, � � � O r�'s,���ae�lneuEe�a�6s,�*.e.floiT�ro� �RAQ��G ��� � �� CONGREtE DRIYEW,4Y ,4ND 50L,4R PANELS. � V ' rrer�e�ierea s�ove. 0 2' 4' 8' 16' � � O = 2. ALL DfMEN510NS t0 BE FIELD YERI�IED. r � .� � ����� s c�ed�l� 3. ALL NEW INtERIOR UJ,4LL5 t0 BE WOOD 8TUD5 WItN 5/8" tYPE �� 4 ���r 5����� ��' X CsYSPSUM BO�RD. � ���� ���� � � tAG• LOGAtION ?YP� SIZ� (N X W) NAND 1�� 4. COMPLY WItN ,4LL LOC�4L AND St,4tE CODES. � tAG� LOCAtION 51Z�(W X N) Ub4RE R�i'1ARICS � � 5. GOORDIN,4tE .4L� MEGN ,4ND EL�G ,4GGE5S PANELS I.UItN - Qi pM�RppM CAS�M�Nt/All�lM�s 6'-6"X�'-0" �. N� ARGN17EGt. �" u�r QQ LlvMrs ta0d�1 �t/,4u�111� 6'-b°X 4'-0° �/R �mm EN'tRY FOl'�R 3'-6"X 6'-Ifd" �� �XtERIOR FRONt DOOt2 6, ,4LICsN NEUJ UJ,4LL5 LUItN EX15tINCz. ,4LfC�N FINISNED 5U1��GE5. � Q3 LIYIN�s ROdh CA�EMk"NT/AU�IRJG 6'-6°X 1'-0" L imi FpY�R/C:ARAG� 3'-0' X 6'-8' pASS,� 1�IR RA7�D WI1'I�I Cl.O�R _ QQ LIYINrs R001�1 C�Nt/AIt�lMrs 6'-6°X 4'-0" �/� �. MAfNT,41N AL.L �X15tINCs �IRE RAtED GONStRUCtfON. � �� CL05ET 2'-6'x b'-8" p,qgg,a,� Revisions: , � �IYlt�s ROd�1 &UItJ�.s/FO�DIt�s l4)8'-0"X Z'-6' R �ppp� 8. GOORDINAtE RE1/ISlONB t0 EX15tfNCs SPRINiGLER 51'St�M � ���� Q LIYMG fa001h AWJM�s !4)1'-6" X 2'-b" !1p MOTORIZED M�41N L�1/�L WItN NEW GONStRUG710N. 8/6/03" I�pI1Jrs PE IT �i _ MAS?ER B�DROd�1 FRk1�CN DOOR3 (�)8'-0'X Z'-6° R t,4Cx• LOCAtION SIX� lW X N) NARDW RF7"lARfCS 9. PROVIDE SOUND fNSULAtION tNROUCzNOUt, Qe MASl'�R B�DROOIh GA�F1�Nt/Alt�lM�s 6'-6"X 4'-0" �,/R Q MABtER B�DROOM GA�h��Plt/,4lU�tMG 6'-6"X 4'-0" �,/R ?YP� (�, PROVfDE UJOOD SLOGKiNCx �OR �4LL W,4LL MOUNt�D ItEMS. 10 M,dSTER BEDk00�1 CL�S�M�tJt/dlt�lMrs 6'-6"X Z'-0' L s� MA81'�R B�4tN Z'-b"X'I'-0° NRIVACY POCK�t DOOR 11. ,4LL �IREPLACES t0 MEEt LOC,4L AND StAtE GODES Drawing Title: 11 MA3'I�R BPDROOh1 CA.°,�M�Nt/Adl�llt�s 6'-6"X Y'-0' p� 12 MA8'I�R BAtNR�00�1 CA6EMENT 3'-6° X I'-6° �, �m� MA6�R BAtN 4'-6 3!4° X t8D CllgTOM GL,46S RO��INCs fNCLUDINCs ,4LL ,4CCES50RfE8, �IRE RAtINC�S, EtC. 13 MA5?ER BAt�{la00M CA3�'MkNI' 3'-b° X I'-b" � 2� NOt U6ED 12. SEE ELE1/AtIONS �OR 70P O� UJINDOUJ 1-IEICxNtS. TOP O� � \ / ia STAIR LANDMCs I'I�NCH DOORS/Alf�lM�s 1218'-0'X 1'-ba L/R MOtORIZED sm3 MA9'i�R CLO�t (4n'-0'X l'-0" PRIYAGY SLIDM�s DOORS wINDOW DOES NOt fNGLUDE ROCzN OPENINC�. � CO �! �� is ��gt�p�t Al1�llNrs 1'-0"X Z'-0' I,Ip zma MA31'ER FOY�R «��'-D' x�'-�° pRIYAGY DOUBL� DO01� 13. EXISt1NC� ROO� StRUGtURE AND ROO� �LEMEN75 TO REM,4fN� � 4'-0'X1'-0'tran IW'rR.4N50M�BOV� �}"'���� 16 GUEBT ROOM AIWII�s 2'-0"X 4'-0� UP r�. 17 GUEBt Ia00f�1 CA�M�N? 5'-6'X 2'-0' � 2�s PC�WD�R ROOr1 Z'-6' X 7'-0� �y��( I�. It 15 tl-4E CONtR4GTORS RESPONSIBILItY t0 NOtIFY � .4RGNIt�Ct IMMEDIAtEL1r I� ANY ROOF D�,MAC�E IS EYIDENt ON �� la GUEBt ROOIh CASEMkNT 5'-6'X 1'-0' � z� P0111DER ROOP1 1'-0u X 7'-0° I'RIY,4GY SItE. � � i9 LAtJ�RY ROdN C,4SprI�Nt 3'-10" X 2'-0° R so� C,lJ�S?GLD�t Z'-6' X l'-0" pA�,4C� 15. VI�= �IELD VERI�1' MEASUREMENt � � D�te: 6/3/(d3 zo PAN7'R'Y AU�NIIJCi 2'-0tl X 4'-0° �fp zr�a G1,�8?BEDI'i00�'I 1'-6'X 7'-0° t'RIYACY 2� DlPllt�ROOP1 FIX�D/F�NGN DOORS l4)8'-0°X 2'-0" Z�, �,q�p�- 1'-6'X l'-0° P,4�'it� f6. UON = UNLE85 OtNERl.U15E NOtE17 �a � � �; Pro ect No. 23164 5G�4�DUL� NO?�3: z�m PAN1'RY 2'-6' x 7'-0" PASS� f'OCKET DOOR �,(''�� �0��.p 1 a. �ELEvAt1oN6 FOR WMDOIU COI�KaURAT1oN8,OPERABLE vENt LOGAtIONb.►tiwtM 1�. (�� = EXIStINC�s �,t„'t y PA77ElaJb,,4Np tOp OR WINDOW LOG.4TlOPIQ.ALL DI1II6iON6 OF MWTMd.4AID PANELB 1'O rio,�� a��.cov�aa�wn�ar�a ro�wooc�u.eea o�wu�ee r,o�rEC. � � �p Drawn by: �E ee ec�uae.�Y aP�e uoN. ���.oax�.ewa foie 000R taa�ocanoNa 18. CN) = NEU1 . 3. PR0I�IDE DOOR 6t01�+8,48 APpROYED 87,41�GaITEGT �. wirroow siz�s,arw ca��uwariarrs a�r-oR c,�Ras. rt�or�,at�ow.Y. SCNEDUL� NOt�B: �``'. CON7R,4GSOR t0 BIJBMIT MANlF.d+CTIJRER DATA I�tl�SFdOp pRAllllt�Y,ab TOR ARGaITEGT'6 �.�7s� � Checked by: APPRpYAL. FIELD VERIFY ALL 81ZE AND DIh'�NBION RSQUIRF]'�NTS L ALL EXTERIOR DOORS t0 BE LLEAtI�RBTRIPPED b. ALL WMDOW6 AT BEDF'dOd"IS TO MEf7 EC�EBB REQIlI�lTB 2.ALL EXT'�RIOR DOORB t0 BE 2Us'17-IICIG �(/ 6. I�R 10 BtRUC7tJR4L DRAIUINGB t�R l�ADER R�caUIR�T1�Nt8 3.AI.L INTERIOR DOORa TO BE P�'TNICiG .(1�� A���� Shee� 1. UIINDOIU 81XE8 Ut1rEN ARE ACTUAI.WMpOW WIt 61ZE ANp DO NOT RJCLUDE I�OUrs►a 4,,qLL DppRg 10 SE G�NtEI�D IN Of'�TIINCi OR�1 i• �+� 8�. BE�{t�1210R ELEVATIONB FOR TYPE At�LOr•ATION GP CA6MG8 JAMB RE7l1fiNA 1.4l.LOW FOR UIOOD GABMG)NAN. �V P1 o,�, p�y�p�g����,�t S PtZOVIDE DOOR S10P8 At ALL DOOIZ9 I'ER 1�f'.HI7EGT'8.4�DYAL � 10 BEE EI-EVA710NC FOR PETAIL6. 6.ALL GLAZMG M DOOFZB AND 6lDELIYES 10 BE 7EMPEI�£D O 1.ALL DOORB TO BE C.48ED HOTH 81pE8 � t�PROVIDE DOOR AND DOOR H.4RDWARE SI-IOP DRAWMGB FOR Af�f:HltEGt'8 APPIOOVAL 02�3 Ro,, ` � / � 0 0 a ^ � � � o ,o�� / a � \ J � � / J o �� / \ � � "- � o�o r+ Y �o 00 0� / ` � � N ° o � � �\ M � �'O / �L � T V1 `!�v ` � L / � � _� / .4.s / / � � / ` GRAPHIC SCALE / ` I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR JOHN GORSUCH, THAT IT IS NOT A LAND SURVEY PLAT, AND �o 0 5 io 2o ao ` THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, � BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. 8527.3 O �(8524.6 I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED �T� -�-�°°' .�°`�°-� °���� �I!/I/� PARCEL ON THIS DATE, 6/10/2003, EXCEPT UTILITY CONNECTIONS, ARE w ( IN FEET ) / "`� ,� �� 8517.6 �OR Vn/ ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, � 1 inch = 10 ft. �852$•6 �� '� �"°�°�� .�' • 8519.8 R�,q� ��/v,qC r �O \ THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY � � .,•�"'° � � � ��°" � �""�` "' � � `'�°- ��O F Op ��Q HATOTHERE IS NO A PARENTNEVIDENCE I OR �S GNC OF NY IEAS MENT AND y � � / �- a � �°"�" �' �' ..,,,, �°' ���" °�`n�-° "�� �f,� �T/�/ ��V Sp ��� \ CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. 1-�i �j � � s5��.s ,-°:�,,�,-�"� .� � ,� TY F qc �L.� � 8526.4 � � 8516.3 4�,° �'";.�°°� ,,,� � p,,.o� ,� qSF,� F \ M--i � ,� �. � � � Y. � �-'+ � ..-� -�.�����. �.°- FNT �a�od�sa�n� � � , 851�6.0 �� �E • � �,� ,,o �8, 9 8512.1\,\ 8510.� -� 8510.6 J /,y ,'� �a`���� ���`,�,��^�a�eA�,s � '^�r"��w�. R ��r° / ` k� \ � � L- 4��i�� ��� �, e pe�0�0' �� � � ,. � $5,�.5, s �N �� � ------ -- -------_�-�: � �. . ��A � o 8526.3�E �t � �� ,� / . •�\ •0D `0 �,�\ S45'45�'48aE-26.g�� � SAMUEL H. ECKER � �'e�' �r0q s � O � � � � ,�"` 8518.5 516.1 s� �•'� S6+ \ 8510.1 COLORADO P.L.S. No. 30091 O ��� � �v � �,�_ , � � .,�`° DECK '� 3' � �\£pG, =� : o �� O � �, 8513.0 8511.6 ?9 �OF O ��) r l ,e� � ��'"' }� �s?• ENTRY �.� � 4Qs� (Typ�qSPyq�T %P����'J,�;m�"2e e����a F-� hr�T, � V �b�� H I� �y 8515.9 � � 8517.6 ry'2 ah�,� $516.0 8511.9 ��A�`� \ � 2r•� + C)\ \ ,� �'f��`���6�`b��������� � n � � r ' /��' �R. �,' i�' �q���, � `S � � � � � / t� �,. '""" �N ?� ��, J�8522.8 w ,d"� � ,m � �. O � Q 8512.0 �;� 8511.7� '"-` � 8520.3 �� ��' ��� GARAGE `�� 8510.7 � � � � � � � �, 8�.� � o 8516. � .,ti" �� \r,,1 \ � �rT� O � l �8516.5 � �,�./ 8512.0�! ` \ � w E--I v / �8515.9 �� �8508.9 �T� /� G�,/ ti�, 8511.1 w � W �� °� ��• �t 8510.0 � � h-i �� 8513.1 8509.0 8508.7 ` �� � / �8515.1 \'��. 8510.2 , / e'�° ?�, ` !-�■i .� � � �\ p( 8513.0 / �E 8509.5 O � � .� ' � FINISHED FLOOR ?o� NOTES: �j ��"F � ' 8510.5 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE �j � �� / / /'8511.7 MONUMENTS FOUND MARKING THE NORTHERLY CORNER OF ELK CREEK � 8511.4 �� � /� TOWNNOMES (LOT 34, BLOCK 1, VAIL/POTATO PATCH), AND THE PC ON THE � � NORTHERLY SIDE OF THE POTATO PATCH DRIVE R.O.W., 25.95 FEET ALONG \ '`i 8511.2 ���� 8508.9 THE RIGHT-OF-WAY FROM THE NORTFiEASTERLY CORNER OF ELK CREEK �j \ �'s� / �t 8508.5 TOWNHOMES. \\ � 8509.8 / g510.2 2) ALL SPOT ELEVATIONS ARE ON THE GROUND UNLESS OTHERWISE NOTED. �\�,o�c�p,pO ��; /,� � � 2) GORE RANGE SURVEYING LLC DID NOT PERFORM A TITLE SEARCH OF THE '� 8507.5 SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS OF � ��`� CJ �� 2.�' • WAY OF RECORD. THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF �• � ,�. O� WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT � � �'�'� 8506.3 O. . PROPERTY. PARCEL 1 $508., � �=� Q) 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY � 8508.6 p� LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE �4,388 S.F.� � 850�9.0 � ��.• � YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY � / ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE � � �8( 6^`�9• ,��� �/ '�� �(8505.9 PARCEL 2 THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. S . ti� �1�i 8506,1 507.3 3'S n_� +'V C� / � c `�6'� �� " � o o � � ��'!/�� ` �"� o � '/O S� 3�8503.4 \ O � \ ����� � �O�� � � ' Tr �O ��� Z � � ` F�SF'�F �C � Q � �� F� o o � � � � v � � ° ` ` o \ m2 o ` 3 U 2 \ � � m ` p U � L i / / \ � � — / / \ RESORT DESIGN � \ / \ / � \ � \ \ . / � ASSOCIATES / / \ � / , � � � / � \ / � � � ARCH ITECTU RE, / S PLANNING, � � IfdTERIOR DESIGN / . � � / � San Francisco Office P+�AS� TUJO - DEMO (�) � \ 505 Sansome Street, 17th Flr. 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(Ty AS�°�y � v 1�5'-�" C'y \ . `Fi/ p��,q�) q�T � � , �T?'l�\ J-,o��� � ?:O.C. 2� � , r, � o � / " C���JF��\ 98�- $�� � � � Q� � . / � � r � . � � � / a ����°� ., \ � � � � �0� S�tBACK 1..�NE ` l� � �E� 7.o.G. ,/ 1 �� \ \ � � � � � \ � �`V 1f�3'-6" �J• � � / ` � ���� . � I � � � o �� < ��� / � -��. e� J � � / PNASE TU10 - (N) \ � � � �, � � . GONCREt� PAVING WItN \ � � � � � ( � �� / SNOIU M�LT � ,, �� �y • � � � � � i , � � . / / �� �\ �i \ � � � � ' \ � . ST i / � \� �T�Ac�°� �/ � _ � �'-� o � �� � ` , Revisions: / / T.O.C. J ��� � Q� fo/2l�3 DRB SUBMI�TTALRIGINC� \ � 8/6/D3 BUILDINCs PERMIt 8�am-9" \ �O' OF ���O --------------------- / P A R C E L 1 �� (4,388 S.F.) ��- � \ � / 't�' 'Q ' � � `\ � �/ ,�� �Q 9�`. s o � , PARCEL 2 � JANE 6J�, 1 � � \���_�� ,CL� .k. �'7Vr"��Y t \ � , �i'I`� � C-3 ►� 761 1� Drawing Tit6e: � 6 � � °� � ��� � �� � 6 i �^��O s�ARG�1. 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OUt��t6 OR 8U117CN�8 BNOIW tOCs$tNER BNALL B� g pRpy�D� GOMPUt�R 1-IOOKUPB WNEI� P10t�D AAID Date: � �3 MOIJNTED LEYEL At TNE BAME HEtrsl-fT AND ,48 C�O.� Ua-I�R�Y�R PNON� OR tv OUtL�tB OGC'.UR TOr.sETl-IER AS I'OSBIBLE.PRDYIDE STUD 6RlDGE AS REGl'D t0 MAMTAIN OUtl.�t PAIRB. 5. ALL DIMENSIONS ARE TO tHE G�NIERLIT� OF Project No: 23�f� OUTLEt OR PA{R OF OUtLEt6,UNA. Drawn by: �1E ��W�� J—�u��,., �!—������ ��..,,�I V Checked by: l�s 1 ��_ � �� „� _� _� Sh� � � � � a� �� a� ,�� �. 7- 1 QC 2003 RDA RESORT DESICN . \ p�C� \ ���Ctfi�IC�4L L���N1� AssociATEs (I�EAtED BtONE) \ BYMBOL D�3CRIPtION _ _ • � DUPL�X CONII�NI�NG� OIJtLEt � \ ' �d QUADR�,lPLEX CONVENI�NG� OUtL�t � � M.4S7ER �u��x coNv�Ni�ric� out��t - � \ S�DR001"I ' � � �� C�ROUND FAULT fNTERUPT I � DUPLEX GONII�NIENGE OIJtLEt ARCHITECTURE, _� _ _______ . I � MOUNt�D ABOYE GOUNt�R PLANNING, � -� �.__ ___.---_,_ ----.----_,____._ •a� . - � MTD. - �2 AFF. . � . INTERIOR DESIGN . $ - - ' � \ I S1�Gl A . . , � AL Rt �� T \ � � • � I NICH� LICsNTB • WEA NERPROOF - ' —' - " I � �_ � _ Q �LOOR MtD. DuPL�X CONVENf�NG� OUt�Et � � j � �e� �� Q FLOOR MtD. NALF-3WI7GNED GONYENIENGE OI.JTLET San Francisco Office \ � _ � � ' �p I � • --_ . ' - � NALP-SWItGNED GON1/�NI�NC� OUtLEt 505 Sansome Str+ee�, 17th Flr. � � � sD 8 CI OUt t San Francisco, CA 94111 P� AL POU1�R LE � \ ( 8,_ , � Tel: 415.392.4433 . 6 Fa� 415.392.4454 . I 3WI7GIa . - $ F `F � . 3-W,4Y 3WItGN • �3 I � T �P B oulder Office � 1 - $4 �-WAY SUJItCN , . r ' I � o � I I �At� • � $p DIMM�R BWItCN 1434 Spruce Street,Swte 110 Boulder, CO 80302 ' Tel: 303.449.4433 i I • / !. �I V�N� � � LICxHt�D SWItGN . $�. I � Fax: 303.449.3366 ,/ � f I 9'-0' I � . 3WItGN IN 0 0 JAM . _ , J D R B 1 � � . / � a s�-s I I R�C�38ED INCATID�3GENt LICsNt FIXtUR� / m � � . I . ' . � WALL WASNINCs 1�G�S5�D (NGAND�SGENt info�ResortDesign.com . � . � . LIGNt �IX1Uf� � www.ResortDesign.com tY � I v � �} C�ILING MtD. INCAND�SGENt L(GsHt FIXIUR� . � � — WA�L MTD. INCANDESGENT LIGI-IT FIXTUI� - / - � - _____. . • 3 , TO XT RI EI I MOl.A�1TE . SD �xr � . � . �, . � S GIA A t . � EXTERIOR WALL MOLINTED fNGANDESGENT r� �. R • � � NfCNE LICsNTB • U ICsHTINCs f IaT FtXTLt � � IN C01/� � r � S MONOPOfNT G�ILItJC� MtD. INCANDESCENT LICzN7 FIX1'URE . � � , � . � � / . ` � , � • / . � _ . � • � 3URFAGE MOUNTED FLUOI?�3GENT LICsNT FIXTUI?E � - — - � � � � � I . — - — . . — — . . . � _,.� 0 I�G�38�D FLI.IOR�SG�Nt LICaNt �IXtU� � � ,,V � � � � � , ' \ � StRiP LICaNtINCs- BAR� BULB � O � � � ' � - \ ' � � � . . � ' � ' � WA 3GONG � . . � LL E � � 0 �-+ = I • •— � � UND�R-C�4BIN�t LIGNt C� � � �+ � ' � � �qp� ' �" REC�SSED StEP LICsNT � � > U . G I I �1�N � � LNCi _.- ----�ti_ �/ . / � ' 3 a31" � � (E) I� � x�t t�Nt � � � . � _ . � � I • � , F:�., ' � (E) 6 � � . w � �._ . _� . � ��o F ' � � EMEI�ENGY L(C�cNT � t� ,_ . . / `� ; �MAIN � � 9 0 i • • tELEPNONE OUTLET KItCN�N � � � �, � � � �� t' ,, D( f • . �t� cE� I�► -_ . 9 0 • Q t�LEV1810N OUtL�t _l � � 4 ol�' . \ � EXHAUS7 FAN b . . ( )t �Q I Q. • -�� � � � (E) }?FMAIN � EXN,4U8T FAN/LICaNT GOMBINATION O `�' ..._.... � couHr�RTOp r tHERM08tAt p COL Revisions: O O Id q u, oUtLEts C�LI�$T � JUNGtION BOX Q" �O . �F. • ANE Q OOM B�DR b s�aac�R (� (� U Y O I 'f1' 'f1'+54° � � -� EL�GtRfGAL P,4N�L : �5 � P,4NtRl' � 9�-°� � grracE �et�croR � � � �, � 9�_ Q CsARAGE DOOR OP�NER � A�� Drawing Titie: � � I � � � DEC �� � I � CNEAt�D StONE) ELEC7RIC�4L N07E5: ����� I. ALL NEUJ OUTLETS TO �E MOUN7£D AT Im",4i� 6. COORDMATE OUTLET LOCAtION6 IN KI7CNEN NORIZONt.4L,UNA. ALL 1�U!SUJItGH�B t0 B� AREAB WI1'1�MILLWORlC EL�YAtIONb. I MOl1NTED � 50".4�F UNA. NEW TNE tAtB t0 p , 'a"� �8 1. ALL ELEGTRIGAL T1ATERIALB�4ND UIORlONAN31-Ilp gE MOIAtTED � 3� AFF UNA. Y 2. PROYIDE DIMMERB FOR ALL LIGH7ING SUIItCN�B �LL BE IN COMPLI,4TJC� UJ/GOVEI�IINb GODES 1 �...��/�C �XC�Pt At CL08�t8. RC-GtJLAtIONB A8 A MMIMUM StANDARD.PROVID� ALL 3. CON7RAC70R t0 1/�RfFY LAYOUt OF d�L D�vIC�B REQUIRED DEYIGEB TO MEET CODEB. � 8 Ff�OYIDE POUIER TO ALL �Pf'LIANC�B t ���� ThIAT OGCUR M RELAtION81aIP OR PATTE�I t0 EAGMI OTI�R OR MILLWOI'afC UJITH A1�CHITEGT. �����t vERI�Y LAYOUt lW G01�17RAGtOR PRIOR I70 COrlBtRUCTION. I 4. OUTLETS OR 5UlI7G{aE8 SIaOI1N TOCsETNER 81-IALL 0E 3 PROyIp� Cd'1PUtER NOOKUPS WI-fER� NO'I'�D AND Da�C: �S/�'rJ/�3 MOUW7ED LEVEL AT THE 8,4ME HEfGHT,4ND AS GLOSE UIMI�REYER PNONE OR TV OUTLEtS OCCUR tOCs�tHER AS POSBIBI..E.PR�OYID� 8?UD BRIDCs� AB REQ'D TO MAMTAM OU'ItET PAIR9. g. a�.� nn-�rtsioHS at� ro rue ce►,tr�t�.tr� oF Project No: 23164 OIJTLET OtZ PAfR aF OUTLEtB,UNA. Drawn by: �E I I f-� � I� �...�u��,., ��,,.����C� �J—,1-�I�t Checked by: J ESS 1 �,���_��_��� � �� 1 '. Shee� � � � � � 2 � S 1� 7-2 QC 2003 RDA GENERAL NOTES: John Gorsuch Remodel Nicol Associates, �I1C. Vafl,Golorado D�GK GOKSTRUGTIOK: ,1ob No. 03172 I" 5f1ND5TON� PAVING P�R ARGH'L., 11�12" MAX. C a n�u I t{a� S t r u e t u r�I E n g I n e e r� RESORT DESIGN GROU7 BED WI7H SNOWM�LT, SLOPED TO DRAINS �7 7 0 D i g n w�y, s u i t e 2 0 2 D�516N LIY� L0,4D5: OV�R WAT�RPROOP M�MHRAPI�, OV�R (� 3/4° � �°f�r e t t a t�o I o r i d o e o 0 2 6 a. Roofs --------------------------------g0 1'S� (>_4:12 51opeJ THIGK APA RAT�D SH�ATHING (V�RI�`r' GONDITIO F: �3031 665-12191� b. �loors--------------------------------40 I'S� W, OV�R (�J ,,1pI5T5 AS INDIGAT�D ON PLAN. tovr�►eht Q son3 Ni�oi ��,oci•te,, �nc. c. Dec�s--------------------------------IDD 1'S� d. Wind 5peed---------------------------80 MPH (�xposure G) e. 5efsmfc Zone------------- � ��``�������������//l�j����, A S S O C I A T E S �� (� p6emvncs tr f/ ����✓���,t4a9s ArV°�,�,A%ii FOUNDATION D�516N: 4 �`�� o.� J a. The existing foundation Is assumed to be built according to structural drawing sheet 52, ,Alpine Townhomes VI, Lot 34 Block I/ �b" O.G. V�RIFY (� D�GK .101575 ° ���:�.�, `�y � i'arcel INail/Potato P�tch approved by �he Town of Vail on D�GK JOl5T5 0 � �/8/�i0. ��) 2XI0 GP�NTI �{ � �'.. ������J.°��ai�: b. The original foundatlon design is based on an assumed allowcble °s��,���� R o�=`��,�'���` °�'�iii�e�;r���i�'�`���`��� ARCHITECTURE, soi bearing pressure of 2,500 psP. PLANNING c. 5oil conditions and types shall be verified by a representative � � of the 5o11s �nglneer during excavatlon. . (NTERfQR DESIGN �I�LD V�RI�IGA710N: � a. Gontractor shall thoroughly inspect and survey existing structure , I to verify dimensions,elevatfons, framing, foundatlon, etc. which San �rancisco Office affect the wor�C shown on the drawinge. � � 505 Sansome S b. Report any varlatlons or discrepanc(es to the Architect/Engineer tree#, 17th Fir. before proceeding. ,� I San Francisco, CA 94111 � I Tel: 415.392.4433 STRUG7URAL �R�GTION AND BRAGING R�QUI}�M�1�7S: � —.J ' Fax: 415.392.4454 a. �he structurai drawing5 fllu5trata the completed structure with � � all elements in their final positions, properly supported and braced. ti��� � I (�) B�AM (V�I�IFY) Boulde�r Office b. �e Gontractor, fn t h e p r o p e r s e q,u e n c e, s h a l l p ro v f d e s h o r f n g a n d � °� � 1434 S -� I pruce Stree�,Suitie 110 bracing as may be reqyired during construction to achieve the final �' Boulder, CO 8U302 completed structure. , 7e1: 303.449.4433 STRUGTURAL ST��L: T`{PIGAL U.N.O. Fax: 303.449.3366 a. 5tructural steel rolled shapes, includin� plates and angles, shall �� �� ��8�� p��p 'i'-.1015T5 � Ib" O.G. be ASTM A36. Tube shapes shall be 5TM �00 Grade �. AI� . bolts, except anchor bolts, shall be ASTM A925. Anchor boits I info�Resart�Uesign,eorn may be ,45TM A30�. Boit size shall be 3/4", unless noted otherwise. W�,R,������ b. Details of connection steel and hardware used Por�oinfng timber members to each other and to their supports shall be coordinated �, I with the timber supplier. �� c. All welding shall be done by a certified welder in accordance �� wlth A15G and AVVS specificat(ons and recommendatlons. Delay � w�u��, � LIN,� O� (�} GOPIGR�T� paintin9 withfn 3" oF ffeld we�ds untfl welds are completed. GRAD� WP,LL � d. �xpansion anchors called for on the drawfngs 5hall be H11t1 `... Kwik Bolt II (or approved ea�,ual) with the foliowing minimum � - LIN� O� (� �ODTING � � embedments: I" dfameter = 6"; 3/4" diameter = 4 3/4"; �/8" .��` � � BELOW � � � diameter = 4", I/2" dfameter = 3 I/2";3/8" dlameter = 2 I/2'; ,�� I/4" diameter = 2". ��� � � � e. Adhesfve anchors called for on the drawings shall be Hilti HY 150 rj2 (E) D L. .15T. f.� � � `•' J in�ection adhesive with HA5 5TD rod {or approved eq,ual) with the . _ , + , �` . _ , _ � _ � Ifollowing minimum embedments: I I/4" diameter = 12"; I" diameter - � /� O ` 8 I/4"; "1/8" dfameter = "I I/2"; 3/4" diameter = 6 3/8"; �/g" 1�� ,� diameter = 5"; I/2" diameter = 4 I/4", 3/b" dfamater = 3 I/2". � � � '� f. �poxy anchors called for on the drawings shall be Hiltf F+S� 2421 W O � In�ectlon system with HAS 5m rods (or approved ec�ual) wfth the � A� � following minimum embedments: I V4" diameter = I1 I/4"; I" dfameter �� � ��� � = q"; '1/8" dlameter = '1 'I/8"; 3/4" dfameter = 6 3/4"; 5/8" � cJ2 � diamet.er = � �/8"; 112" dfcmeter = 4 I/2", 3/8" diameter = 3 3/8° � ��n�Q �. ,411 drive pins shall ba 0.145" diameter Hiltf X-DNI (or approved ec�ual) (�) GARAC�E SLAB ON GRADE � � �\�J � Drive pins shall have I I/2" mfnlmum embedment in concrete base � � materfal. Drfve pfns shall penetrate completely through steel base materfal. (�) DSL. .IST -OR- GRAV� WALL 5T1�UGTURAL WOOD �I�AMING� � — ' — ' — ' `— ' — ' --� • — • a. Except where notad oth�rwise, all 2", 3" and 4" lumbar shall ba ReViSiOnS: Hem-P(r No. 2 and better,and all solid timber beams and posts shall be Hem-�ir No. I and better. b. 5tuds shall be Stud grade rnd better Hem-�fr, unless noted `�� otherwise on drawings. � c. 7op and bottom plQEes shall be Hem-�ir Nlo. 2 and better. d. All wood in contact with concrete or masonry,or exposed to soil or weather, shall be pressure-treated i�em-�fr No. 2 or eq,ual. e. Provide solfd bloc�Cing at supports for wood�ofsts. Within floor joists spaces beneath solid or built-up columns noted on plans, Drawing Tide: blocking of area eaufvalent to column above shall be provided. � f. Provfde wind/seismic anchor at supports for all roof�oists and Q� Q�� LOJN�R L�Y�L �LOOR trussed rafters. Anchor type shall be approved by the 5tructural �' �RA�MING PL�4N �ND Engineer. r� g. �xcept as noted other�vise, minimum nailing shall be provfded as �`u0�� �'� G�N�iZ4L NOT�S specifled in Table No. 23-II-B-I and 2 Nailing 5chedule" of the U.B.G., ti1 � � Iq9"I edition. 2 x 6 studs shall have 3-Ibd GOM nails each end. h. All floor and roof sheathing shall be as nated on the � drawfngs. Nail and r�lue Floor sheathing to floor�oists with adhesive conformin to manufacture ' g r s s ecificatlons. P � i. Trussed rafters, or manufactured�ofsts, shall be desfgned by a Golorado registered engineer to support the full uniform dead I. Gross bridging or solid blocking shall be provided at 8'-O" o.c. Date: 8/7/03 and Ilve loads and any other superimposed loads. YVeb arrangement for all�oists and rafters. 5o11d blocking shall be placed between and member forces shall be determined by the fabricator. 6able �o�sts or rafters at all supports. end �rusaes shall be designed for wind forces er endicular to Project No: 23164 p p m. Unless otherwfse noted, steel connectors euch as those the truss. 5tresaes shall not exceed those allowed b the U.B.G, manufactured by 5impson Gompany shall be used to Join rafter5, iqq'I editlon. Load durqtlon factor may be I,i� for roo� members trusses,)ofsts, or beams to other members at flush-framed ����� ����� ��� only. All truss-to-truss connections shall be des(gned and conditlons. Gonnector condit�ons not otherwl5e noted shall �I �� ���� Drawn b . DH specified by the truss manufacturer, util�ze Type U, 7ype IU or Type HU hangers of a size speciflcall� „ _ , „ � � �. Pre-engfneered roof trusses shal I be fabrlcated 5uch that they designad for the member supported, as sho�n in manufacturer s SGaLE; I/4 - I -D �,1, incorporate all roof planes. At Gontractor's optlon, standard published tables. Use maximum number and size nails Indicated �p Cheeked by: shape trusses may be used in conJunction with overfaming. in manufdcturer's tables. All nafl holes shali be filled. �'�-Ax ��5: k. Unless noted otherwise, overframin shall consist of 2x8 rid e I. 'R���R TO SHE�T 51, ALPI1�lE TOWNHOMES YI, LOT 34 BLOGiC I/i'ARG�L I/VAIL./POTATO PATGH S� 9 g n. Laminated veneer lumber {desfgnated LVL or M=L on the drawin s) ridge boards and 2x6 rafters c� 24" o.c., with staggered 2x4 posts shall be I.q� Trus-Jofst MacMillan Mfcro=Lam LVL or e ual of the '�'p�v�D �Y THE TOWI�I D� VAIL Ou �/8/q0 FOR ORIGINAL �RAMING AND �OUNDATIO�I PLAK. � 48" o.c. to main roof inembers. Roof sheathing shall be installed s(ze indlcated on the plans. �' � 2• NOT��'P STRUGTURAL �I�1611�iZ I� �XISTIN6 �RAMIN6 OR �OUNDATION DIF�ERS �ROM THAT comp�etely over maln roof inembers and overframing. o. All multiple member beams shall be glued and nalled to ether. 5�4WN ON ORIGINAL PLAN. 9 3. �XI571N6 �LOOR �RAMING NOT INDIGA7�D OK GURR�NT PLAN SHEET SHALL REMAI�I AS BUILT. , . _ . . ,:. __. _. , _ �. .. . . .. _.. . . � -- ,. ., . ; �; _ . , . , -�,. , , . , , . �;; -� , , . , _ : ,, _ � . . „ . � „ CQ 2003 RDA , , , , , t. , .: . . , , , . �. ,, , ._ • , l. y' ° ,' ,��- i '��. ,., �j� � - Nicol Associates, Inc. (N) ST��L GOL. P�R V , hs ` Coaiultin` Structural Eoe{ne�n RESORT DESIGN 1'LAN lW B�ARING F� �(/1 � � 217D Dagny Way, sutte Tos �/2° X 7„ X ��_�I° � Laf�yet[y Colorido 80D26 � V�RI�Y (� Kl�l�� HRA�G� DEGIG GONSTRUGTION: P: (3 0 3) �6 5-0 0 9 0 \� II GONSIRUGTION IN �IELD. I" SAPlDSTON� PAVING P�R ARGH'L., IN 2" M?rX. � F: (3 0 3) 6 6 5-1211 � - (�) STEEL BEAM • \� KN�� �RAG� MU57 BE 6ROUT B�D WITH SNOWM�L7, SLOPED TO DRAIN, I I pER pL,a,K Cop�rlght c0 2003 Nitol A��ocl�te�, ioc. �� GAP,4BL� OF SUPPOfZTING OVER WATERPROO� MEMBRAN�, OYER (E) 3/4" I/4" 4° �� I/4" PITT�D \ � I\�� 2.38 KI.F D�GK LOA175 THIGK ,4Pa R,4TED SNEATHING (Y�RIFY GOIyDITl01� (N) ST��L B�AM (I.?O KLF LL, .68 KLF DL) ov�R 14�� DEEP wooD �I�-.loI5T5 A5 IN�ICArE� � � �`\,��������t�fllElqrlrtl/�j������ AS S OC 1 AT E S STI��N�RS GTfZD. � p�R PL,4K BELOW WITH AI'PROPRIAT� 1� � ��� ��'p�`�����T�l�fi UIyD�R (N) GOL. EAG�f ,, � SA��TY �AGTORS. ON PLAN. GLUE AND N,41L (W .IOISTS 70 SH�I�THING. � `�O�,O,�,l,��zM ti�,;�`,Q��� 51D� OF (F� SEAM W�B � \ � � `�ti� : � � �� �� ' \ � ` ` ' (�) STE�L B�A�M � �" u� � v � . ' � . 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