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HomeMy WebLinkAboutPRJ09-0009 B09-0069 B09-0115.PDF NOTES: 1) �ATE OF SURVEY• 6/16/09 UPDATE: 8/11 j09 LOT 1 , 2) SURVEYOR HAS MADE NO INVESTIGATION OR fNDEPENDENT SEARCH FOR CLIFFSIDE EASEMENT5 OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTiVE COVENANYS, OWNERSHIP T1TLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. �' � 3) NOTICE: ACCORDING T� COLORADO LAW YOU MUST COMMENCE ANY LEGAL a' � PREV. FND PIN k CAP ACTION BASED UPON ANY �EFEC7 IN THIS SURVEY WITHIN THREE YEARS � AFTER YOU FlRST DISCOVER- SUCH DEFECT. IN NO EVENT, MAY ANY �L,• � L S. �#5933 / AC710N BASED UPON ANY DEFECT iN T}iIS SURVEY BE C�MMENCED MORE O �i THAN TEN YEARS FROM THE DATE OF THE CERITFICATION SHOWN /� HEREON � PREV. FND.�#5 REBAR � BROKEN ORANGE� 4) BASIS OF ELEVATION: TOP OF THE MONUMENT MARKING THE N 1\4 CORNER OF SEC. 12, �!- /'' N52'35�00"E 150.14 TSS, R81 W, OF THE 6TH, P.M , ELEV. = 8416.39' `V �2 %i � 10' UTILITY EqSEMENT 54 7' Q� � �ry� � _ _ _ _ — i1�� 14 �, 5) BASIS OF PROPERTY LINE LOCAl10N: NORTHWEST PROPERTY LINE LOT 6. � � �o ` - - -___ ____ 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE � � i� — AS SNOWPt ON THE SUBpIVIS{ON PLAT ONLY A BOUNDARY SURVEY WOULD i �� �� / PA110 FOUNDATION WALLS 8495•� BE NECESSARY TO DETERMINE THE TRUE OIMENSIONS OF THE LOT AND � ��� � •h� �,�� EDGE LANDSCAPING SETBACKS, WHICN MAY VARY FROM THE PLATTED DIMENSIONS. � � .4�� �P�' / ryti �8 LOT 1 7) POSTED ADORESS 1451 BUFFER CREEK RD. �� , �o� � � ti �• � � 06 � � ��' o s' 8) MEASUREMENTS AND ELEVATIONS TAKEN TO TOP/OUTSIDE FOUNDAT�ON WALL � i BOULDER J / � ROOF HEIGHTS MATERIALS LISTED IN TABLE BELOW. i �( � ' � BOULDER J � WALL J •� / � � ,ry 9) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF � � �� Sp. 9� � WALL EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE 50LE USE OF THE � � y LOT 6 8495 7 �so '.�� � ORIGINAL CLIENT ONLY ANY USE OF OR TRANSFER TO OTHERS IS PROHIB{TED. �=53�06'53p �� / 0. 6646 ACRES `� 8 �," 10) THE SOLE PURPOSE OF THIS SUf�VEY IS 1'0 SHOW tHE NEW CONSfiRUCT10N ON � R=65.00� SEWER MH i ° s� LOT 6 ONLY. OTHER IMPROVEMENTS EXIST QN THIS PROERTY BUT ARE NOT A �� L=6�.2s� � / �95� TOP/OUTSIDE bh g505 9 PART OF TH1S SURVEY T=32.,49 � , FOUNDATION WALL � CLEN=58.12' % � o '�� � � � �� 5' �' ^ BRG=N28`29���7pW � � EXISTING 2 STORY STEEL � �o r _ i � / & CONCRETE BUILDING ,,��" �� � / 8495 7 �. ' � 1' PIER--"� �O� 6 8494.9 � � i I �• .� � -� EDGE LANDSCAPING O ELEC TRANS. ' 8494.6 'R8 o s'�b � F ,.� LOT 1 ELEC.METER �� � I ` � 9z ' LOT 1 , �, o .� � - z CLIFFSIDE - PHONE PED �\ I ` s � �� L ��z � $i o� � \ R � ; rn r 0 8 (� TV PE� � �� 6 0 �2 STORY BUILDING h o W `� ` � � � UNDER CONSTRUCTION �?4' �' '�s BOULDER �� � � � 2 �5 Z. ROOF HEIGHTS � WALL �. \ ' � �� ; H�`�� , � 4 a � A 84961 TOP INSULA�tON ` j ���� � � � � r`� j B 8496.4 TOP 1NSULA7i0N � � i � r i -, ��� �� �� BUILDING � � i �� o t�jt C 8497.6 TOP PARAPET � \ ` �` , � � �� D 8497.1 TOP WSULATION �� �� ° �� � OVERHANG � � � i� � -A' E 84971 TOP INSULAl10N �` ��`` , �, __ ASPHALT DRIVE Q � G,` � 1� 2�� � F 8487.1 TOP INSULA710N � �� �. -, � �3 �`# r5 � G 8497.1 TOP INSULATION � �� �� ���- � F `� �2`� B 23 8'�"'—' H 8497.� TOP INSULATION � ; \�� ����� '� W�OD T1E WALL ���� 1 0 02' `° �, ` ��.� � �' � 1��-��� K �ao � o� p J 8497.9 T(7P PARAPET „ `��. ASPHALT ROAD '���__ � � � � � �\����\ 1' BUILDING K 8497 1 TOP lNSULATION � �� - - _ ��a � ����, �� OVERHANG L 8497 0 TOP INSULATION � ��`. _"'----___ ,��` ��` �� -'�- 27 9' �� ° � ���` - __ 20 6� ���` � ��. ��'- - ___ _ __` PR'V 559.36,42„W -' -------- � `�'��,,` ___J� -'��,� _____ ATE �05,48. 2p �, �� -' - ____ R4AD 20, ,�2� � 0=29'S6'38" _''-- __ __R_�. w � � Q R 'I79.OZ� ---_ FOUND #5 � L=93.56� ---------------- REBAR ° T=47.87' ------ ------------ � C�EN=92.50' ----- � O BRG=S74'35'01"W �=33'31'09" —� .-I �`, s,�' , � � � R=55.00' � �`===y [� O L=32.18� Michael J. Po t � - F- T-16.56' Colorado_P_l..S 301,1� _ � CLEN=31.72' . _ � ,� BRG=S42'S1'07"W , ' Dafe y `�%�� , , , ,, „� 0' 2a' 40' 6Q' IMPROVEMENT LOCATION EXHIBIT � LOT 6 � CLIFFSIDE � ==-:-=_=_..==_�=,_��==_:�_._._�_ _ -� TOWN OF VAfL ,� _ ' ' _ �-'a __ 41199 HIGHWAY 6 dc 24, EAGLE-VAIL P.o. BoX ,23° 2811 ILC.DW6 oA,�: �i,�io9 E A G L E C 0 U N TY C 0 L 0 R A D Q EDWARDS, C0. 81632 � (970)949-1406 �RN. BY: KPJ PAGE: 1 OF 1 JOB No. 28�� � � NOTES• � 1) DATE OF SURVEY. 6/i 6/09 � LOT 1 , 2) SURVEYOR HAS MADE NO INVES11GAilON OR fNDEPENOENT SEARCH FOR CLIFFSIDE EASEFAENTS OF RECORD (OTHER THAN PLATIEQ), ENCUMBRANCES, ° RESTRICTIVE C4VENANTS, OWNERSHIP T1TLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT T1TLE SEARCH MAY DISCLdSE. , �' � 3) NOT(CE. ACCO�iDING TO COLORADO LAW YOU MU5T COMMENCE ANY LEGAL Q' PREV FND PIN & CAP ACT10N BASED UPON ANY DEFECT IN THIS SURVEY 4VITHIN THREE YEARS i/ � LS 5933 AFTER YOU FIFST DISCOVER SUCH DEFECT. IN Nd EVENT, MAY ANY �"� i t�' # / ACT10N BASED UPON ANY DEFECT iN TNIS SURVEY BE COMMENCED MORE _ ' i ,� THAN TEN YEARS FROM THE DATE OF THE CERTIFICATlON SHOWN � HEREON � �i � FND #5 REBAR z i ��� N52'35�00"E 150.14� BROKEN ORANGE CAP 4) BASIS OF ELEVATION TOP OF THE MONUMENT MARKWG THE N t\4 CORNER OF SEC t2, r � �� � 75S, R81W, OF THE 6TH, P M , ELEV. = 8416 39' � � i � � 10' UTILiTY EASEMENT 10 0' Q� %� ��"� ryQ� _ � � — � � 5) BASIS OF PROPERTY L(NE LOCATIdN• NORTHWEST PR�PERTY LINE LOT 6 � ��. � —' ` "" --- — — ____ _ - 6) BEARtNGS AND DISTAMCES AIONG PROPERTY LI�lES SHOWN HEREON ARE � �� q�� _ � � / ` AS SHOWN ON �l-fE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD !.� � �• O �� BE NECESSARY TO DETERMiNE THE TRUE DIMENSIONS OF TNE LOT AND ��v %' ,� �h ��,� / EDGE LANDSCAPING ' SETBACKS, KMICH MAY VARY FROM THE PLATTED QIMENSIONS. i �.�+ .tr� �Q- LOT 1 '� 7) POSTED ADDRESS: 1451 BUFFER CREEK RD � rt�' � �O� � / � / � ,� l.�., ,`� i � � �� a ; 8) MEASUREMENTS AND ELEVA710NS TAKEN TO TOP/OUT5IDE FOUNDATION WALL. /.`C/ �� r� BOULDER �J / � �i' '�/ i �� �� i � WA L L � % / �� 9) T H 1 5 S U R V E Y A N D T H E I N F O R M A T I O N C a N T A i N E D H E R E O N I S T H E P R O P E R T Y O F �J �� �4;%' i S ��, / � , '� �ti EAGLE VALl.EY SURVEIING, INC AND IS INTENDED FOR THE SOLE USE OF THE � �4 7,� O R I G I N A L C L I E N T O N L Y A N Y U S E OF O R T RA N SF ER TO OTH FRS IS PRdNIBITED % � y �� LOT 6 BOULDER --------� �� 0=53�O6�S3n � � / j WALL ; �� 10) THE SOLE PUP,POSE OF THIS SURVEY IS TO SHOW THE NEW CONSTRUCTION ON i ,�� , 0 6646 ACP,ES , },'� R=65.O0� SEWER MH i � / \ � � LOT 6 ONLY. dTHER IMPROVEMENTS EXIST ON THIS PROERTY BUT ARE NOT A L=6O.ZG� � /� � �� PART aF THIS SURVEY , ;�, T=32.49' ,% �� � s�7 CLEN=58.12' � � � ��. ,��'� BRG=NZS�Z9�17„W �� � EXISTING 2 STORY STEE� / / r F� /' & CONCRE(E BUILDING ' � � F ��� i ,+ / ^�, � \ ` ' E'� � c�� i i � j �"t � / � � /�'� � �,{�t�+ ELEC TRANS �°��;� ,� �`,• ' � �,��� � �� � �� EDGE LANOSCAPING �``rn ELEC MEIER ��--���;'�� �9 � � � I \,\ � � 8496 4 y? LOT 1 f� LOT 1 � �� ��'�+� ' F;`� ;#� < �� , ., 1 rn � z #, CLIFFSIDE PHONE PED ��\ '���,� �a�� ' � �� /�` � t ` �; �' /`�'�J������a '�.��� / / � ` f�` � � \ S h`�g[;�i �� \ ` �, (�N TV PED ` <�� '� � � - � \ �{� � � ��` 8494 9 �° ,�4 �' ;' 8496 4 � 80ULDER�.\ }�4,����e \ i / ��� " ---1`� %''- '� � � �4'`"`� % `��1�, TOP/OUTSIDE '`'4 WALI . ��!� \ �'�yi�:�� r �:�.,� � FOUNDATION WALL � �� +3'�? 1 ��� �,, (1� .\ s�� �� �.\ , _ o (J1 ��.���r � \�� \� � �� ASPHALT DRIVE ~� �� �482 � � �' '�' �. <���z, �`� O� �� ��\\ �i�fa>;D.� . � ���_ 36 �� � `�+«��'r��;4� `�� � 15n �� ��\ ..:,{��.Kiy}��,'2A, ��� , ' �\ �� �`�f�7�$1�� ��� �� � �J � � �- °�x�"����. � , WOOD T1F WALL ��� ` p > � '� � '`�,�.i.t , ��` � �� � � � u �- � ~ F���^'�"`�' `` 1 84861 , IMPROVEMENT LOCATION CERTIFICATE \`�� ASPHALT ROAD ,'� �.►„���tiw�a�,iLr �, � tq -'-�, � st F , S p F e^ +,� ��,� � � ����*��i'�{I'�Af,k���rXL��;S-�i,#n�*�,y.,y,,�� `��� �\ `��� ' --- '�d�f����t�t�:���,�,..,., �� ,� ����� �,, I hereby certify that this Improvement Location Certificate was prepored ��,`` ---- ___ _ _F_�.s,_sr�;if�f:L�,b�` � ` �� �7 y ��� " for MATT DYROFF —� --__ �i°s�..�!€�?�;'�t � �� cn � �__ � ' � ��, - ��' that it is not o land survey plat or improvement survey plat, and that it is -_ ___ P Ssg 36► � � "'-------_� �'�� �' � not to be relied upon for the establishment of fence, buildmg or other future . 4' , ��� __---' �mprovement I�nes -__ _ RIVATE R 2 w �05.�e � " �A� , �7�� I further certify that the improvements on the above described parcel on �=29�56�38~ -'--- _ 20 R.O. I this date, 6/16/�9 , except utility connections, are entirely withm the R=179.02� ����---_____w boundanes of the parcel, except as shown, that there ore no encroachments � -- FOUND #5 upon the described premises by improvements on any adjoining premises, L=93.56� � -'---------.___________ __ REBAR except as mdicated, and that there is no apparent evidence or sign of any T=47.87 � �� --" -----_ easement crossing or burdeninq ony part of said parcel, except as noted CLEN=92.50 BRG=S74'35'01"W 0-33'31�09" -�"' , ` `'4�e`�'',"�"� ,,� r ��`J� R-55.00' - � L=32.18' Mic�aoe��'�I. �P' sf , ' ' . T=16.56� Coiorado P L.S. 30116' , � CLEN=31.72' ' , - =% `�. ' � _ ' : BRG=S42'S1'07"W ' � ° � Da�e's"1.,.ny� �"' � � �J � � > ,.,=,I �.;,�. .���' r�fiF!}�fllt����i � � 0' 20' 40' 60' � � � � IMPROVEMENT LOCATION EXHIBiT �. LOT 6 � CLIFFSIDE �' - - - - - ._-_ 41199 HIGHWAY,6 & 24, EAGLE-VAIL TOWN OF VAIL P.°. B°X ,23° 28„���.ow� DATE: si,�io9 EAGLE COUNTY COLORADO EDWARDS, CQ 81632 � . (970)949-1406 DRN. BY: KPJ PAGE: 1 OF 1 JOB No. 28�� ' O �O � � � 2 . 4 _��;- �-c-*- y—a---��...,.,,,., _ -`r, - -"� - _ PLAN NOTES: - ���� �,r-� �t� - ��_ - ��� - - - _ FIRE 3PRINKLER SYSTEM SHALL COMPLY WITH NFPA 13R (2002 - _ - - = T`-;� Oj ED) AND VFES STANDARDS. ALL SPRINKLER HEADS SHALL BE �" , _ - ' -- ___ '`;,?°�` _�=�T_ _,�,...�;;�� 1, RECESSED AND COVERED � _ _ """�"l-� _ -;;, - - - Gas water heater:Provide clearances,combustion air and - .: � � ������;��-����� � _ _ _ _ ,,;_,.�,_;,-a.,.,,. O fiue vent to meet al)code and manufacturers requirements. 4 r �;t ,` . B Provide pressure relief valve and coordinated floor drain = � _ '�";�� location. � ° � _ � A Refngerator location (refngerator by owner):provide ice `°�r � ` �=t°°�`'-'_ Omaker water supply hne. Washer/Dryer location•provide washer box includmg hot � � � � � � 17 I O and cold water and drain. Provide dryer vent to extenor I�� I Ul II�\II inciuding draft cap and rain shield. 11.?J Jl� 1!. �I I O Crawl space access per R408 4 2006 IRC. Access through I an opernng not grated than twelve square feet in area with planners •Designers • Builders I a 5'or less ceding height,as measured from 1811 Pearl Street � members of floor/ceii ng as emby bove f structural floor ' Boulder Colorado � O FLOOR DRAIN TO SANITARY SEWER 303-442-3351 I O COUNTER FORT (SEE STRUCTURAL) I O SMOKE&CARBON MONOXIDE DEfECTOR Dyroff Residence: I O GAS BOILER"WALL MOUNTED"FOR GUEST HOUSE:95%AFUE Guest house & I �o GAS BOILER"WALL MOUNTED"FOR DRIVEWAY SNOW MELT:95% Add ition , � >> HOT WATER STORAGE TANK I I � Q HANDRAIL C�36"ABOVE NOSING PER IRC 1 Buffehr Crk Rd . � 13 PROPOSED DUMPSTER LOCATION (TRASH 8�RECYCLING) VCIII, CO 81657 I 14 EXHAUST FAN:ACTIVATED GARAGE DOOR RUNS FOR 10-15 I MINS.AFfER DOOR IS OPENED. �5 "CONDITIONED"CRAWL SPACE VENTILATION GRILL � I 16 AIRCONDITIONER PERMIT#. B09-0069 & i I I Q AIR HANDLER BO9-OO� 5 � 2 10 12 T.O. CONCRETE SLAB I 5 I I �8 GUARDRAIL Q 44"ABOVE FINISH FLOOR/DECK T'-0" MECHANICAL ; I ,� � ,� ' a �9 GASFIREPLACEVENT parcel#: 5 9'-6"CLG � O � M (CONDITIONED SPACE) L� O�- I L I -OLO� -� Q ROOF DRAIN � CONCRETE SLAB WITH INFLOOR HEAT p � _ _ �� ' AND 2"RIGID INSULATION ° • � a N �P 006 ' 9 , � 21 OVER FLOW DRAIN O�04 I . . I I� I � 16R 7�' � = O � > >sr �a� � � � Q HRV - --- C RAW L ,5 � , � � _ �1 � "' 4. q �_, u .� � ' °� � __________ BATFf � `' �q S PAC E e o � � 10'-6"CLG 005 \ � I �5 ,� I Q ELECTRICAL ENTRY 4�6 C�LG , ,.-,-�. -._.. __ �,._, �•, �J (CONDITIONED SPA E) � N ( Q GAS ENTRY CONCRETE SLAB 003 �5'-g ��2 6 5�" J 9�-5 5/8" 13'-3 3�4 8 �p'-$" Q WATER ENTRY WITH 2 RIGID �' " 4 INSULATION � � 3 1/2Z � ' ' ` ` I 4 Q SANITARYSEWER Disclaimer: , O � � i � 1r io° � . ; � Q ROOF DRAIN SCUPPER P Y These documents are rovided b Coburn r �, pp� � � Development Inc., for the design intent � o , ; c � 4 � ROOF DRAIN OVER FLOW of this specific project and only this a � �, ; ; ' � project. The contractar shall be res- � � � Q SUSPENDED GAS FIREPLACE ponsible for all construction coordinatian, ; z��N N� � z�r`a � , GARAGE SEPERATION t3�PROTECTION REQUIREMENT• _ _ � C RAW L S PAC E AC - - - - - - N R SHADES (SEE STRUCTURAL) methods and materials required for the _ � �6 ��������, successful completion of the pro�ect. � t � � , PROVIDE (1) LAYER OF��-"TYPE X ON CEILING, ( 4'-6"CLG This includes but is not limited to the z � WALLS, UNDER SIDE OF�STAIRS,STEEL BEAMS I �5 (CONDITIONED SPACE) 1. ALL INTERIOR PARTITIONS SHALL BE CONSTRUCTED AS quality of workmanship and materials — I � SLOPE 6 °' LOPE � � � AND COLUMNS OF INTERIOR SIDE OF CONCRETE SLAB WALL TYPE#1 UNLESS OTHERWISE NOTED. required far execution of these doc- - _ � '"" � " � ' � GARAGE PER 20d3 IRC,R 309.2. - - - ; e - - - - -- - - - - - - - _ � :12 :12 N � + - WITH 2"RIGID INSULATION 2. ALL INTERIOR DIMENSIONS ARE TO FACE OF FRAME uments and work or materials supplied ; UNLESS OTHERWISE NOTED. by any subcontractors All work shall - - O � . � . � 4 OO 4. ALL WOOD STUD FRAMING TO BE 3 1/2"UNLESS comply wrth governing codes and ordi- - -� - --I �,_10„ GARAGE. � ` ` $ � OTHERWISE NOTED. SEE STRUCTURAL DRAWINGS FOR MORE nances. The contractor shall review ' 7'-4° ECESSED RATE ; 1 car ' ' INFORMATION. and understand all documents and shall _ � � { - - - - ;— ;- - - - =� 07 5. ALL HEADERS OVER WINDOWS AND DOORS ARE TO HAVE notify the Architect immediately of any 9'-6"CLG � �� A MIN.INSULATION VALUE OF R-10. discrepancies in the drawings, field con- — � - - . O N D I T I O N E D S P C E) � di tions or dimensions. , W R ONCRETESLAB � ' , 'GARAGE: 2 CAR ' I �� . . a � = 1n�ITH INFLOOR HEA � , �_ � NON-RATED INTERIOR PARTITION 2x4 C 16 o c I ' N � � A�p I �10'-6"�LG M �. W/ (1) LAYER OF 1/2"GWB EA.SIDE ; . 2"RIGID INSULATIO � I ` (CONDITIONED) � I � _ ; � CONCREfE SLAB , —""-- RATED GARAGE WALL (GARAGE SEPERATION): AUTHORSHIP z ° I ; ( �— �'��� �#�A�-�°`' EXTERIOR BEARING WALL. 2x6 Q 16"o c.W/ (1) I p � WITH INFLOOR HEAT 2 „�;T':=.�� `,"Ys"A=`;� DRAWNBY CHECKED DATE �4I ,_ � ___ _ ____ "' _ _ _ I � `AND?"RIGID INSULATION ; �4 LAYER APA RATED OSB (PER STRUCTURAL) AND - 3 ' (1) LAYER OF 5/8"GWB Q INTERIOR FACE WITH GY os iao9 T.O. CONCR E I I ; T.O. C�ONCRETE ; 3 CLOSED CELL FOAM INSULATION. FINISH AS b � 74,_4„ _._�._ ...._ __._ _.__.� __ _ }_.J3 -_4_ ____ ,�__ �_ i DEFINED IN ELEVATIONS AND DETAILS.SEE � � � ��.��,�� DEfAILS FOR THERMAL AND MOISTURE �P " PROTECTION. (MIN-R-21) N C1 N C2 N I C3 N _�_ CONCRETE FOUNDATION WALL (PER I I I 0— ' :• '• .•"•, STRUCTURAL) WITH DAMPROOFING ALONG THE `,�,.;���,��;��,�`� EXTERIOR FACE.SEE PLAN FOR 2X FURRED OUT - I � I DIMENSIONS AND PROVIDE (1) LAYER OF 1/2" I GWB @ INTERIOR FACE WITH CLOSED CELL FOAM INSULATION. (MIN R-21). FINISH AS REVISIONS I � I DEFINED IN ELEVATIONS AND DETAILS �ssue DATE I � I �_ .--'�- CRAWL SPACE CONCRETE FOUNDATION WALL I ~ THE EXTERICOR FACE.NSU�LAT'E INOT RIO S D WI H Town of Vail 02.20.09 I � ( VINYL DRAPED BATT INSULATION (MIN. R-20) Design Review ( FINISH AS DEFINED IN ELEVATIONS AND DETAILS. REVISIONS 03.30.09 � _ _ _ _ _ _ _ _ _ � . r CONCRETE FOUNDATION WALL (PER p— � PERMIT 05.12.09 �_ , STRUCTURAL) WITH DAMPROOFING ALONG THE '�r r'���.'=`=�=���_� EXTERIOR FACE SEE PLAN FOR 2X FURRED OUT TOV PERMIT OS.�SA9 2ND FLOOR OVERHANG � DIMENSIONS AND PROVIDE (1 J LAYER OF� REV. � � DRYWALL Q INTERIOR FACE WITH CLOSED CELL � "ICYNENE"INSULATION. (MIN R-21). � EXTERIOR BEARING WALL. 2x6 @ 16"o.c.W/ (1) I �— �'''�'�"�` "'"�"'' LAYER APA RATED OSB (PER STRUCTURAL) AND 6 F�y�r� .�??Y�i�f � " ��" ��� � (1 J LAYER OF 1/2"GWB Q INTERIOR FACE WITH � CLOSED CELL FOAM INSULATION. FINISH AS . DEFINED IN ELEVATIONS AND DEfAILS.SEE mIt � DETAILS FOR THERMAL AND MOISTURE PROTECTION. (MIN-R-21). FINISH AS DEFINED IN ELEVATIONS AND DEfAILS � A ��� CONCRETE FOUNDATION WALL (PER ��� 18 ���g , 0— �":• "• . • �'- STRUCTURAL) WITH DAMPROOFING ALONG THE t B ���n�R�'s��=, ���j/�f� EXTERIOR FACE.SEE PLAN FOR 2X FURRED OUT �4�"��:€�' S�� "-=°; :s'-YYe"nic...4.;.3.���L� � -i. .c �.. ...._.a. -ae.. _ DIMENSIONS AND PROVIDE (1) LAYER OF 2 -- ^ ^ - DRYWALL @ INTERIOR FACE WITH CLOSED CELL FOAM INSULATION. (MIN. R-21 J. FINISH AS , G a ra e F I o o r P I a n DEFINED IN ELEVATIONS AND DETAILS. � 1.0 scale: '-4" = 1'-0" �_ � INTERIOR PARTITION 2x4 Q 16"o c.W/ (1) LAYER OF 1/2"GWB ON GARAGE SIDE. 9 RATED INTERIOR PARTITION (GARAGE SEPERAT�ON) OS.�S.O9 �— � 2x4 Q 16"o.c.W/ (1) LAYER OF 5/8"GWB ON GARAGESIDEAND (1jLAYEROF�"GWBON Garage Plan OTHER SIDE 8�CRAWL SPACE. ._ _��- J , ` � _. �-- - , , ,�^.^'�"^"�^ f LIGHTING SCHEDULE ELECTRICAL LEGEND =�` ` 5' 4 Y B L MA A L G E EXTERIOR NOTES HEIGHT WATfS ALLOWANCE �DIM s""t�h t �� 2 :?z � Duplex Outlet ;,� �O X RECESSED CAN(DARK SKY COMPLIANTJ � � p � Quadraplex Outlet (Double Duplex) � '"r' F� Range/Drier outlet ' �?, - -'� ::'�.,, � � ` = -_ '�St�-;~ � GARAGE Switched Duplex Outlet � (n GFCI - Protected Outlet A � 3"RECESSED CAN `n' �¶ � � Floor Mounted Outlet � � � � � �\V� .��J J1�1 �J �' CRAWL SPACE _ S�ng�e Clock Outlet (+7'-0') � E F—PM-1 Plugmold � "� KITCHEN PENDANT � Data Planne1811)Pea 1 StreBuilders I F Boulder, Colorado � � 42�� Phone 303-442-3351 DINING PENDANT I G � Dnta/Phane I � WALL SCONCE(BATHROOM) Cab�e out(et � o Photo �e�� Dyroff Residence: � � RECESSED CAN IN WEf LOCATION o Th��O9ta= Guest house & � a Ponel Box Addition � � X WALL SCONCE(DARK SKY COMPLIANT) ��p Garbage Dispaser I �� � �x. • Woll Vght j,�1 Buffehr Crk Rd � �� � �� UNDER CABINEf ZENON LIGHT � s�o�oe �ynt va��, C� 81657 � �� � �P� Photo Eye Wall Mount Light I N N O I Pendant irght � i Surface Mount �ght P E R M I T#: � Re�essed Can B09-0069 & STUB FOR HOOD � x , GAS I �/ � Eye Bali Spot �ght �O" _oo " � , I I � Exit Sign w/ Battery Pack REF � • � - - � /�' � � Exd Sign arce . � , 2103-121 -0201 -1 � - QI I � Battery Pack w/ Frog Eyes ^ -�n/-�/ -�/- � r�� _ _ �Q Exhaust Fan/ught �� L•1 LJ LJ [) D D D U � o �— I � � Exhauat Fan � — — — — — / � /'l - � � • �I ~—� Incandescent Strip ---------_ __ _ �� �� � � �� , � � I I I I C�[�� '�' X - - \ � �Qq�� I I I / o . � � D � J � � i � � �_ � � Surface Mounted Florescent � - J - --� � I I �� - ��- - - - - -� _ _ -� i � I — — — — � I \ v'! � Receesed Florescent ,•--y °_ I I � � . , ` , l I �� �,C� O O O C� — — , ;� ' I �� f -� -' ' ` I D o p D SD & CO �� ` �� �a OSD & C Smoke/ Carbon I�anoxide Detector � � / D D 0 � �� I ���o ---_ _____ ---, � _ __ _�_ _ \ — — — — �� Tmck Vght Disclaimer: ��� o---- These documents are provided by Coburn '.�' _` / � � . �'...;_______ _ ____ � ____ _�°�±- - \ Q Junct�on Box o �, � - - - �iM ; �.__..__ , i �__..�._ ; ,` � I� 1 � Development Inc., for the design intent ��' � � � ' � � , � � of this specific project and only this D � :�'_�; ::R�'; ±--`..--' � I 5 Ca__� � .._i G __�.__. _ __ ___ a - - -� Cedin Fan / project The contractor shall be res- ,<< � � � � 9 � __, } _ ; / � � � --` ; i i �-- -- _-Y _ ' v _ v _ __ - --- - � ponsible for all construction coordinatian, 3 3 DIM , ------ -_.._... _ _..,..,., .___.._ _. _ ` � 1 � . �� Photovoltaic Light y-`__ a ; methods and materials required for the � I � � J ' _ _ � I + ..___. __��__ _ . m' i � s ' � � ' -� '--- - + i � '- � ' "���"' l.i� Chime successful completion of the project. - i � ;j� I J Q ; � - �� , This includes but is not limited to the � .- n '" ' c\ ��- �- � � � ; � ;'r� ` � , I 8 Push Button quality of workmanship and materials ; � � I I _ I In � t.-- -- �� � _ _ feqwred for execution of these doc _ _ I � ' � -- �� - ��- , -,-,---� - - • I —� _ � , � ; ; - - uments and work or materials supplied � F_,=--�� '_---�_i { �=_,-� � �� ; �I � _ _ __ � _-- __ _ -- - . I I = ; I FOR RECESSED RQLLER SHADES by any subcontractors All work shall I � �� ; � � � � i � comply with governing codes and ordi- /'�.' � , ► �` �\_ , p I' i i I I i � � I nances. The contractor shall review I i - � ; , � � and understand all documents and shall �OR RECESSED � J I 1 � ~ � notify the Architect immediately of any_ I � � G I � CEILING discre anc�es m the drawmgs, field con I ROLLER SHADES I � CEILIN � � Q � FOR RECESSED � � FOR RECESSED P I o I ROLLER SHADES I I ROLLER SHADES I NOTES ditions or dimensions. i I I � � � � I —_ - - � I o - o D � All electrical work to meet all national, state and local codes. I I ' _ ._ _rv _ i _-----.�--.-----,--- ----..----_ Ki Electrical subcontractor shall provide AUTHORSHIP i ,(� E ��-� -„_ _� 1 �� and locate all receptacles needed to I � � ^ DRAWN BY CHECKED DA /`� � } Q ; � satisfy code rea� ,rements. cv os�so� I / k i 4 � � i --__ __ __� � Electrical subcontractor shall provide � ( ; "���._� _� all connections to mechanical �� , equipment. � :__ . w .._.. � , ; � � 3��� W , ` , �-- Electrical subcontractor shall provide F ;,{ , } t C�S , � _ �, and lacate smoke and carbon � �� 4v^ � _ � C� �� monoxide detectors as needed to ; . ; �- satisfy code requirements. DN pN � i ' _`� , , _ ___���": � , ' � i< _f � 3 �� i � FOR RECESSED I ; ._�x _____' , , . FOR RECESSED Electrical subcontractor shall provide REVISIONS ROLLER SHADES ` -----�-- -� r ; ; ROLLER SHADES alt power and communication circuits I � . �__ _�_ ; � r e q u i r e d t o s e rv i c e t h e f i r e s p r i n k ler �ssuE DATE (f1) � system including but not limited to TOWt1 Of VQII 02.20.09 Tt homs and strobes. C� � C� I flow switches, [� _ ' D ` �� Design Review Electrical subcontractor shall provide all voice/data and cable N cable REVISIONS 03.30.09 -- — — — — — — — equipment and receptacles needed to provide a complete connection from PERMIT 05.12.09 the service provider to the user. TOV PERMIT 05.18.09 FOR RECESSED Electrical subcontractor shall provide REV. 1 ROLLER SHADES I all exiting and other life safety notification systems as required by . � ' code. � Where Recessed Luminaries are � installed ininsulated ceilings or walls comply with the requirements of IRC �EV� : TOV Permit I 2003 section 808 for insulation I clearance. I A , MAIN FLOOR ELECTRICAL LAYOUT E1.1 scale: 4' = 1'-0" � _ � � � � �� ��� � . D I� � ���� �� Ld�� ' 05.18.09 ��'��� �� �yg��� ELEC. MECH. LAYOUI � ,-� , - � -_ ;�:; ELECTRICAL LEGEND =;` ,: - _ _- . LIGHTING SCHEDULE _ _ �, � � _ , = � �� Y B L MA A L G E EXTERIOR NOTES HEIGHT WATfS ALLOWANCE �DIM sW�t�n { _ � -;, _ _ � Duplex Outlet � - - - � �,:''" � X RECESSED CAN (DARK SKY COMPLIANT) �_� _ ' `_ - : _- � _ " A Quadraplex OuUet (Dauble Duplex) ����=, _ _ " _ : ;- � , - Range/Dner outlet _ ' � GARAGE � Switched Duplex o�ti�t � - " ;_ � � ^ ❑ � GFCI - Pratected Outlet - /1 p 3"RECESSED CAN ��� � �7 � Floor Mounted Outlet � � � � �� )) In\ I� I � Ifll In� II \VI CRAWLSPACE 1LJJ 1L\1 Jl V I E ._ � Single Clock Outlet (+7'-0') i � F—PM--i Piugmold planners •Designers • Builders I F KITCHEN PENDANT SZ 1811 Pearl Street ooto N Phane Boulder, Colorado � �" DINING PENDANT 42'AFF �03-442-3351 G � Data/Phone � �� WALL SCONCE (BATHROOM) Caele outlet � � RECESSED CAN IN WEf LOCATION 0 Pnoto ��u Dyroff Residence. � o Th°�,°st°t Guest house & GAS BOILER FOR HOUSE: THE MODULAR COMPONENTS APE PLUMBED I � Panei Box Addition FOR INFLOOR HEAT IN THE GAP,AGE AND STAPLE UP HEAT ON THE MAI� LEVEL . THE CONTRACTOR SHALL PROVDE A I � X WALL SCONCE (DARK SKY COMPLIANT) �p Garbage Disposer COMPLETE HEATING SYSTEM WITH A DOMESTiC � �'X� - wau �qnt HOT WATER SYSTEM THAT STAl1SFIES ALL � �� UNDER CABINEf ZENON LIGHT � 1451 Buffehr Crk Rd LOCAL BUILDING, PLUMBING, A�D ENERGY X Sconce Vght Va�l CO 81657 CODE REQUIREMENTS THESE SYSTEMS SHALL � � 8E DESIGNED AND BUILT BY THERE CONTRACTOR AND THEIR SUBCONTRACTORS. ENERGY CALCULATIONS � Photo Eye Wall Mount �ght PC SHALL BE FURNISHED TO THE 4RCHITECT FOR REVIEW. Pendant �ght i S�rfa�� Mount Vght P E R M IT#: �AS GAS � Recessed Can B09-0069 & I � Eye Ball Spot �ght 609-00� J � � I F�nt Sign w/ Bottery Pack I I � - - � � Exit Sign parcel#: �m C � c I � Battery Pack w/ Frog Eyes �� O��� �� �O�O� �� _ _ _ __ _ � � �Q Exhoust Fan/Vght I ,� I H �n ( I I P � i x _ � Exhaust Fan s � � � ~� Incandescent Stnp , _._�F ;_.____ I ` � I x _ _ `�SD & CO � � i `s J � , ,� � E t' , � — \ \ ` � y O � Surface Mounted Florescent � � I SD & CO I I ' � Recessed Floroscent � �` _'-- - --- - - C--- \ I �I� � �/v i E � \ ( / � � OSD & C Smoke/ Carbon Monoxide Detector ` � / * � , � L _ �f_�_.. __ _ _ _ ___ .._ , _ _ _ .. __ ___�_ w� � I ' � � Trock Vght , � / Disclaimer � I '�,_ , �' �` I � � � Junct�on eoX Develo ment Inc., for the design �ntent � These documents are provided by Coburn , � � o P , M ( { Ceding Fan of this specific project and only this � , , , � � E_ praject. The contractor shall be res- , � � Pnoto�oita�� Vght ponsible far all construction coordination, ! ' ; � � � AC methods and mater�als required for the _ UP �P I � j = ` � � - - - �y-�� -- - - - - - - - - �..�V Chime successful completion of the project. i � � CEILING , � ' ' This includes but is not limited to the � FOR , i Push Button er als ' � i � ; s � � � quality of workmanship and mat i � � I I ' ` GARAGE � - - ' ` 1 � DOOR � � required for execution of these doc- , , , I ; ; � � ' uments and work or materials supplied � I , I � — _ � i � ; � � comply w hc govem ng codlesWand Sordi- ` ` ; ' nances. The contractor shall review � � I � and understand all documents and shall � + ;CEILIN ; - - _ , E E natify the Architect immediately af any i � FO I - — — ,— + — , . I \ �GARA E _ � �p ; � � ; ' ' � NOTES dit ons or�d mens onsdrawings, field can- --1 � , �� � � � I � � , ` ' ' � � All electrical work to meet all national, .�- \ ; I _ I � I state and local codes. ` � �� � r , � ; POSSIBLE AC DUCT LAYOUT: AUTHORSHIP I I \ � I ' ° � " � � DESIGN & DUCT SIZING Electrical subcontractor shall provide ____ ___ _ _.____ _ ___ _ \ I 3 �_ `� TO BE DETERMINED BY MECH. satsfyccode Irequ ePments. needed to DRAWNBY CHECKED DATE I ` CONTRACTOR FOR MAIN FLOOR. cr os iao� � I ( � � Electrical subcontractor shall provide ` / � . °_ __ _ ____ .___ __� ;__� __�__ _.__ __ __ � all connections to mechanical ������� � equipment. � , � _ � e e _ _ e Electrical subcontractor shall provide � and locate smoke and carbon \ . � v � _- -' � ` �+ 4 �+ ` , monoxide detectors as needed to \ / satisfy code requirements. i ���- - --�� \ � Electncal subcontractor shall provide REVISIONS \ all power and communication circuits I \ � I required to service the fire sprinkler �ssue DATE . � ( fl we witcf�es,lnha ns a d s obes t� I I D s gn Reaiew 02.20.09 ICn � J � I all cvo'e/dataC�and ccable hN cablede '�_ _/' � equipment and receptacles needed to REVISIONS 03.30.09 L _ _ _ _ _ _ _ _ _ _ � provide a complete connection from PERMIT 05.12.09 the service provider to the user. TOV PERMIT 05.18.09 � Electrical subcontractor shall provide REV. 1 � all exiting and other life safety I co�eication systems as required by I Where Recessed Luminaries are I installed ininsulated ceilings or walls � comply with the requirements of IRC �EV 1 : TOV Permit 2003 section 808 for insulation � • � clearance. � , GARAGE ELECTRICAL LAYOUT � E1.0 scale: 4' = 1'-0" , + n � � � � � �� U 05.18.09 ' �1AY �� 2�Q9 �, LEC. MECH. LAYO � ��N L t� , Y�F ����� }+° av� �..�.._.r'a...�s"+'i�'�ar�rs--�"' SHTG ON!6"L VL RFTR T a NTG CN!b"L VL RFTR SNTG ON l6"L YL RFT �s.'�AL,�%k�.�(�fi'a4L P,IOTE3 JOB"09030 Q SNFArN/NG ON 2x6 STUD PER PL�N PER PLA/V(JSTS ARE s LU,4LL PER PLAN � r�•� l6"L YL CONT LEA''sER PFR PLAN PL 1'SNTG ON RIPPED 2x PROJECT /45/BUFFFNR C12��K RD., V,4IL, CO $ PFR PLAN ���'SIM) : ' . U//CONN TO FDN U/ALL PER PLAN � PER PL,�N OR L vL �l6 g P.4R�tPET DrRC�F RES1DENCE N �i" TdG SNTG ON fUD JSTS CONT R/M PER PLAN � PFR PLAN x � ,, , 2x CONr TRTD WD fP[U/ �4fr'�!��� m PFR PLAN � ,� PER PL,4N SCREU/S/�l c� � + � � � a � ,, „ iz�xl0' ,4B. �32 c� OR PER PL,4N SNGtiU l� PSF b 2x CONT TRtD lUD fP Ul/ lU1ND N„J 9ID MPN ExP B �. ;x ' i��x lm' .4 B �'32 c� '��." , � ,� , „ . " s�rsr�c car��oier c ` 3 „ „ ' „ !6 L VL CONT LEGYxFR i T. t G. SHTG ON 14 EXTFRIOR DECK l� PSF � OR PER PL,4N �� 3 ,� �� �LG�R �� PSP � o � i T t Cx S TG ON l4 �3i T. d G. S TG ON 14 LUD lU/CONN t0 FDN[UALL lUD I JSTS�'16"c�PER ° SNTG ON 2x6�l6 STUD PER PLAN UlD I JSTS�l6"c�PER I✓STS �16"�PFR PL,4N PER PLAN PL,4N - E�jI� v� ° ' PLAN (JSTS ARE//�SIMJ � UTALL PER PL,4N .` T � ���2, ���2„ FGYlND.4TION DE57GNED IUlTNGY/T ENCsINEERS SOIL INYESTICz4TION a � � JO/STS,4RE 2-l4"LVL GONT 2-14"LYL CONT ,.;'; � � ` '° 4"CONC SL,4B ON 2" I FGYJIVD.4TION GRItERl�4(SELGCUI G/AS A55UMFD FOR PURP05ES OF�'GY,lND�3TIGYV DESIGN � 1x CONT TRTD U/D fP lU/ P,4R4LLEL g S/M LEGL�i�R�/CONN TD LFLYsER W/CONN TO � � � ��D INSULATIDN PER i?°�X /m�A B. g 32"c� FDN WAL� PER PLAN FDN lU,4LL PER PL.4N DBL MAT OF"6�6"cc �4ND SH,4LL BE CoNFIRMED BY SoILS ENCxINFEf�AT GYUNERS EXPENSF,PRIOR TO z o " � OR PER PL,4N `� � ( - E.4 UI,4Y li�"GLR OF EA CoNSTRUC7ION(TNIS PRCGEGYJRE M<t1'RECX,ItRE REvIS1oNS �O FalNDATION DESIGN IF w �� PFR PLAN �ACF SO1L ENGINEER DEtERMINES Tl•%4T SUCN DESIGN CRITERIA ARE 1N�4PPROPRl-4TE FOR TNIS •��� ADDL M,4T REINF PER ,4DDL M,4T REINF PER BUILDING SITEJ �o�M � _ � �,�,�Y�� ' �„�„ � PL,4N CENTERED IN � , � ADDL MAT REINF PER PLAN CENTERED IN 2-14"LYL CONT LELY�ER y�o"� '° '`� �A�� G/ALL 12"CONC IUALL lU/2-"5 lU/GONN TO FDN U/ALL ���rNGS 5N,4LL BE PLACED UPON UNDIStURBED NATClRAL SOIL OR COMf'ACTED FILL �c� � � � PLAN CENTERED IN TESTED,4ND,4PPROVED Br SOILS ENGSNEER � � � � x U/ALL T dB. CON7 PER PLAN � � � �� � ,1 g„REINF CONC UTALL Ul/2- .� ,4DDL CORNER BARS , ���� '� '`� T.dB. 4 "5 �12 EA IUAY 3" I0"CONG IUALL U//2-"5 PER PL,4N ��"CONC U/ALL Ul/2-"5 � M,4xIMUMDESIGN SolL PRESSURE 2� PSF � �� � CLR OF B,4CKFILLED F,4CE T dB GO�T T.dB. CONT .4DDL GORNER B.4RS "4 x�,a° PtG LYUL TO �o�j � o ir rr I FDN U/ALL PER PL.4N - FLOdT ALL PaRTITIOV�S<1ND TRIM MATERlaL.4 MIN1hNM OF FROM SLAB�l � ��� �:_ 5, r�.« z�l� PER PLAN �� .., 4 x NL, TG Ll'UL t0 "4 x z�L FTG LYUL TO � M 8"CONC lU,4LL lU/2-"5 G.F. IUALL,DBL �' x o g ,r `0 „ � "4 x r�v L L�UL �'l6 TO � � �" �y4�A�A7ll�,��I 4 O `M.. FDN U/A4 PER PL,4N U I:.;, 7 L T d@ CONT I FDN IUALL PER PLAN - - - ; "B x� r-m L1UL �24" E'NDS '.' ,,, ; .,. � ,`,, ( DESICsN L,4TER4L SOlL PRESSURE IEGYJIv,4LENT FLUlD PRESSUREI• 5�PSF/FT. ,� ,,, � I I 2-*4 L�l1LS x �a ' - .. BAGKFILL ¢DRAIN PFR ' ; 4"CONC SL,4B ON 2" ' ` �"CONC SLAB ON 2" B,4GKPILL d DR-4IN PER 4"CONC vL.4B ON 2" � ' So1LS ENGR 4°GoNC SLAB oN 2�� RIGiD 1N5UL,4TioN PER BACKFiLL �DR4iN PER PROVIDE'PERIMFTER D241N PER SOILS ENGINEER � � R1GID INSUL,4tION PER "4 x�s" FTCs L11/L TO ��N RICxID INSULATION PER SOILS ENGR R1GID INSI/LATION PER SOlLS ENGR 8°FTG uU�4-"5 GR60 ARGN FDN U1,4LL PER P�.AN �: „ , r:; ARCN `�f�f� � � •` ARCN ����'�f • ' SLOPE PERIMEI'ER GRADING AUlA1'Ff20MBUILDINCs PER SOILS ENCsINEER ��.-�-•-..--�•----r . ., GONT""�GR60 „ „ ,." .� r'• ' �,•', 4 CONC 5L,4B ON 2 ' � " '° PER PLAN ; TR4NSVERSE�'24"cc O RIGID INSUL,4TION PER :. BACKFILL d pR,4IN PER y F, , ; i " PER PLAN - PER PLAN 5"CLR OF BOT 2=�'� +r ������; ARCN � � SOILS ENGR � O � . � . , ,, ; � � O CONCRETE'SN,4LL CONFORM TO,4PPLIC,4BLE PROV15IONS G�LATEST REvISION OF r�-i-'-=.i' i s • � PER PL�4N 8"CONCFTCs W/S/ZE ACI-3Di MINIMUM28 DAr GGY�IPRESSNE STRENGTN AS FOLLU'U5: �� �� 8 C oNC Fr cu G r si ZE 8 T U//Sl �t CONC� G ZF 1 , ti,y ',,. , _ � , - d�INF PER PLAN * B,4CKF/LL E DR4/N d�INP PER PL�4N t RE/N�PER PL<lN .4LL CoNCRFtE 3�P5l ul � � ' - O S�C/ �ON 3 PER SO/LS ENIxR 5�C�,�ON Z S�C��ON l D�FORMFD REINFORCEMENT ASTM A6/5 Csfz40E 6� ' 8"GONC FTG Ul/S/ZE SCALE•�i�"=i-ID 2 J� SC.4LE iJ"=1=ID 2 JC� SCALE•i7"=1-ID 2��x IUELDED flIIRE FABRIG. ,4STM 185 �; S�C/ �ON �✓ d 1��N�PER PLAN 5�C7'�'ON � SGALE•�,"_l=ID 2 J� SC,4LE- �iz"= 1=ID J�'2 ICT REINFORCEMENT P,4BRICATED,4ND PLACED PER<1C7 MANU�IL OF ST.4NDARD PR4GTICE (ACI-3i5J _ TS4x4 STL COL PE 3i"T4Cx SNrG ON U/D JSTS T1'PIC,4L FIX/ND.4TIDN REINFORCEMENI'2-"5 TOP,4ND Z-*5 BOTTOP2 PL,4N PER PL,4N SEE PL,aNS Fc�otNER REa�IIREMENTs 4"REINF CONG SLAB Ul/ * lUl4 STL BM PER PLAN 4 CONT�STEP . • I I U/ELDED BRG ff.' GONCRErE MUST BE PLACED COIJTING�GY/SLY(UITNGVJT NORIZONT,4L GOLD JOINT IF COLD 6x6-6/6 UIIUF. m 2"STONE YENEER PER I I 3i'x7xm'-/0 lU/2-3i"� THRU ✓OlNT IS DESIRED,.4PPROPR1,4rE vERTICAL REINFORCEMEN7 hNS7 BE PROYIDED MIG�-TNIGKNESS ON x�x?�g d+�4 xdA� �RCN d L3x2xi (L.L V.J U// . �« CAPSTONE PER ARCN TS ST,4GGERED COMPAGTED GR�tDE 24"a �SL,4B � 5i"�x 6"EXP ANCN�2�"c� „; LUELDED i"STIFFENE GOLD U/EATNER PL,4CEMENT Sl-1,4LL CON�ORM TO PRACTICE 5ET�ORrN IN.4C1 MANU,4L 2 STONE vENEER PER /p 2_SIDES OF UIEB PER SOILS ENRCx �� 4 oF coNCieETE P,e4cTICE SLOPF T.O SL,4B TO TR4NSITION C,4PSTONE PER ARCH �� +��r i� � � DR-41N PER ARCH � � 8 REINF CONQ31�i8KYC'�' ` .4RGN 4 L3x2xi (L.L.Y> CENTERED�COLUMNS , 2°STONE vENEER PER T.4B. a*,� �l2 EA uJ,4Y 3�� X lU�5�"m x 6��EXP ANGN g EPOx>: 51MPSON ACR7'LIC TIE(A.�J EPDXY OR CEMENTITIGI'/S,4NCNOR CEMEN� _ � ��A� � X ARCH CLR OF BAGKFILLED F,4CE � q 24"a g�,��,q�g� � �r��r � a0 q � I I U/ELDED GAP f,� „"""`""' 8„REIN�GONG IUALL Gl/2-*5 _ F ccr roc.aP�e „ I i"U/ELDED STIFF. fP 2 � � T dB d"5 �12 E,4 lU,4Y 3" rt � 3�x7xm'-l�Gl/2-3i"� TNRU � � � STR(1CTUR4L STEEL: ,45TM.436 I � � � � � BOL TS STAGGERED SIDES, CENTERED�'COL � 5�C 7' ON CLR O�'B,4CKPILLED FACE � � � 1 m PvC U1EFP NOLES � WJ4 STL BM PER PLAN � x l TS5x5 STL COL PER 3 � I I ST,4ND-4RD PIPP COLUMNS: ,49TM A53 GR.4DE B 11 � �� e /0=m c�M,4X OR PER IUELDED BRG fP L��Zx NAIL�R d / THRU � < , + 2�PYC IUEEP NOLE �' SOILS ENGR PLA/Y � BOLTS g 24"c� d I IUFLDED CAP fP STAND.4RD TUBE CoLUMNS- ASTM,45�f9 GR4L2°B ScAL �"=1=� 2.1G - lld=m c�MAX OR PER ' 1'x8xm=/0 W/2-5„�x 6" I 3ix7xd-lm W/2-�i 9 THRU SOILS ENGR I I B „ STACxGERED EA SIDE OF „ „ ' „ i1"d URETHANE SEAL�INT �TO�� EXP,4NCl-1 ON li �B � BOL TS ST,4GGEREO 3 SGNECXlLE'4ID STD P1PE'GOLUMNS U/ITN,40JUSrABLE SCRE/U C,4P PLATE MI/5T BE 3 J�C' 6 REINF CONC STAIR SLAB 3�� � NON-SHRINK GRGYJT � � CERTIFIED 6r SUPPLIER TO S,4FFLY SUPPORT A SUPERIMP05E'D LOr1D G�28,�9 LBS PER PL,4N OR A5 NOTED ON PL,4N5 � *4 x 2'-6 m 24 G1'IlL SET IN , �' �/"4 �12 E.4 WAY CFNTERED , , �i"�x 6"ANCxLED G�lIN IN SL.4B TNICKNESS�AST ON EXT P.4vING OR GR�4DE • ` PFR PL�4N � BOLTS: ,45tMA3m7 r, �"REINF GONC SLAB W/ 2"RECT,4NCzUL,4R BAR NOLES Ul/ANCNOR 4'-m L�SE FILL PER SOILS PER ARCN 8"CONG UTALL Ul/2-* �' ti.�.�.ti.�.�,-�;. � �.,� 6x6-6/6 U/U/F. u� GRATING PFR ARCH CEMENT EN� �� T d8 CONT � MID-THICKNESS ON OREINT TO SP�4N IN 6'-6 "5 X "' �`? �(I� �/'��a GI�LD M,4TER1,4L: E7OXX � + Tn TUBE STFE'� COLUMN w � COMPAGTFD GRADE DIRECtION ry � / �I PER PLaN .4LL UIELDERS SNaLL l�4VE EYIDENCE OF NAVINCs PASSED Tl-�,4U/S STAND,4RD F�J , PER SOILS FNRIx * _�L „ �I ` U/FLDED BRG fP GxI�tLIFICATION TEST. SLOPE T O SL�IB TO I 5 x M �'? DWL �'8 c� � � . �t"CONC SLAB ON 2" ixlmxxm'-1PJ U//2-5i"�x 6" � Q DR'4IN PER,4RCN BACKFILL d D/�,4IN PER 4"CONC S!,4B ON 2" I � I ? 8 � �%--y�,;; Z B.4CKFiLL ¢DRAIN PER � Z RIG1D IN5UL,4 TIoN PER EXP ANGHORS ON!i?" ALL EXP.4N5IDN,4NCHORS TD 6E TRLFBA'.T,AS M�tNUFACTUREO BY R4M5ET,OR � ARCH R1CxID INS(lLATION PER � ) • ;���•� BACKFILL 4 DRAI ;y �� ,4RCN � w Q � I SOlLS ENCsR � SOILS ENGR � � ` � I I NON-SHRI K GROUT EaU1v,4LENT,Br r-IIL�i -� „ x � �1 �, � � � PER So1LS ENGR ,,., ,f.".•`--'�--.`-'-"'"" -�--`'y"`'"'`'""•-` M,asrlc coar,aL�srEF�eE�cu�c�eaoE L , � 8 FTG(U/5-5 GR6� ,: �� � B„FTG Ul/6-"5 CxR6m , � � CONT*"5 GRI.�,I . _., � � CONT x*5 GR60 n ,I " \ � � t' ,'.,,> , ,..• , . L STRUCTURAL STEEL BE,4MS SNALL BEAR MINIMUM OF 3�i? IN BEAM PGL'KTS fU1TN ^ � AL " �/1 � TR4NSVERSE�8 cc.� TRANSVFRSE�8 c�b � � . ,:::,�:,`,,,:`-;:: ,' < � STEEL SMMS r NON SNRINK GRG�/7'as REGx/IRED oR aS NOTED r-� 5�C7` ON 12 CLR OF BOt 3=D" ,� 1=m' CLR OF � 3��„ :x 1=4" , - � > � _ , � �-�I a SC,4L i�"=1=0 Z J� „ _ O , ' .4LL STRIlCTURAL STEEL FABRICaTFD AND ERECTED PE'R AISC S7EEL CONSTRUCTION � !� O � y ` � ��} M "' , °".! lm"GONG FTG W/ "CL R MANUAL FT��� � , t,} CONG FTG U//SIZE d r�-, V � � � SIZE�REINF PER r'�I ; � PL,4N , 5�`C��'ON 7 R�INF PER PLAN � ��� O� 6 ��pFgICsN vALC�S IN P57 OR,4S NOTED �a-+ }� 7 � � �r - S�C 7"�'ON l� �}�C��ON SC,4LE !s"=1'-� 2 JG SC,4L i?„=1=� 2/G GLU LAMS-14F-Y4 OF/DF,4RCNITEGTURAL GR4DE,0"CAMBER � F+y � �� �F 9 O SC.4LE•�"_l=0 2�� SGALE•i?„_l=ID 2/,�,x LAMINAT�D YENEER LUMBER<LYLI Fb=?6PhD,E-1,9�9�<l�i"U/IpE MINIMUMJ � � FR4MlNCs L UMBER(MAXIMUM MOIST(JRE CONTENT-19�J � � � FOUNDATICN NEM FIR NO 2 TRTD n - 57LL PLAtE$ F�=405,Fr 1$m �i 2"STONE P-4VER5 ON sru�5 <9'm G�J�sLAS FIR 5TC/D CxR4DE - ADJUST,4BLE PE'DES�,4LS PER,4RCN SHTG ON Zx6 STUD U1,4LL SNTG ON 2x6 STUD lU,4LL 2-2x6 S�UDS �END OF Fb= 72la E-1,4�9�F�=a5m EXTERIOR SNE,4R U/,4LL 5���9=ID GYx/LCs,49 FIR NO 2 �" �" 3i" T.�C� SN�G ON/4"lUD I RIPPED 2m"LVL RIM F,=92+a E-1,62f92f24a � ✓OI$T JOISTS/NE,4DERS LY�lGLAS FIR NO ? 2-CSl4 STR,4P5 E'4 lU/ 3i" T.dG. SNTG ON 14"UJD I F6=9�9 E-1,E�9�D �' JST PFR PLAN 26-lmd NAILS (l3 TO EA JST PER PL-4N BE.4MS <5x5 Dal.lCxLAS FIR NO i MEMBR�4NE d SNTG ON 3i" T.�fz SNTG ON l4"lUD t �6=1P.4�J. ,E-1,7P.YJ,P.�.Yd,Fr�am �"' > 9/�"L VL JSlS PER PL�4N 4"REINF CONC SL,4B Ul/ 2"StONE P.4 VERS ON STUD d 13 TO BLKD STL � SNTG ON 2x6 g/6 STUD J5T � 16 PER PL�IN FLUSN e�a/'�s>�X� G�YksLAS FIR NO. 1 REINF PER PLAN .4DJL/S7',4BLE PEDESTALS BM LUEBJ �',=1s5m���m,�m,�r��m -'' „ . IUaLL PER PLAN FR4ME TO BLDG 5TL BM caur�vs G'�YICsL.4S FIR NO. ! d T,4PERED INSULATION 2 STONE P.4vER5 ON LUEB LU/IUS N,4NCxER5 �,�x�r�,q��� �b,����,�����=l�m PER ARCN ,4pJUSTABLE PEDESTALS PER PL,4N �ua�r r✓srs TR(ISS✓OIST TJ12/O 5E'RIES � TAPERED INSULATION llz�" M,,,�=362ID FT-LBS, V,,,,._l655 LPu EI=283,2f2l9,�D IN;LBS PER.4RCN PER PLAN � 14" M,,,�=428ID FT-LBS, V,u,.=1945 LBS,E7=4J5,��42fD IN zL&S , . 2' STONE P,4VERS ON FLGbR R1M TIhBERSTR�tND LSL R1MB0.4RD l�"x✓ST DEPTN MIN OR PER PL,4NS ,40JUST,4BLE PEDFST,4L5 MEMBRANE d$NTG ON Fr=l?P.4?J,Fu=E$PJ,F,r 4�9 E=BP.�'J,2� • • 9i"L vL JSTS PER PL�4N � T,4PERED INSULATION � 2X4 TRrD SILL fP[U/%" ?4 PER,4RCH _� CONT12<tCTOR 70 CONT.4CT GEBAU,INC IF,4NY OF SUPPLIED(l/GI�D MEMBERS DIFFER 1 N FROM THE MATERI.4L SPECIFICATIONS,4BOVE,PR10R TO CONSTR(JCTION x lm",4 B s �32"�IN ;- �4 x��'LxUL 5 �2�"a TO ' . 3i"LEDGE PER PL.4N 3 1/2" SLAB � • NAILING PER INtE'RNATIONAL BUILDING CODE EXCEPT UINERE MORE OR L,4RGER NAILING •�•• W/4 STL BM PER PL.4N SNGCUN ON DRAU/INGS lld"CONC FDN U/,4LL W/ � PER PL,4N BLG�K IUEB W/SOLID L VL � 2-*� T. d B. PER PL,4N .4LL RG1�F RAFrERS,✓015T5, TR1185ES,BEAMS ANCNORED TO SUPPORTS G/ITN/8�s,4 lU/4 S�L BM PER PL,4N lU/ BL KG. BE,4R TIGNT TO SIMPSON N2.5<3 FR�3MINCs,4NCNORS OR AS NOTED rRUSS ro rRUSS coNN�crroNs x;,='" ,4DD "5 CONT m LEDGE /�//� gr�, BM PER PL,41V lU/� 3-14"L VL BM PF'R PLAN 2x NAILER¢50LID 2x BOT FLA/VCE. �xLUE d �?"� SP,ECIFIED B1'TRUSS SIA°PLIER Zx NAILER�SOLID 2x �FL USN�EXT DECKJ IUFB BLKIx. BEAR TIGNT TNRU BOL TS m 24"c� ,4LL PLYIUG�D RGt�F SNEArNINCx AND SUBFLGbRING SNALL�ENCsINEERED GR4DES U/EB BL KC.:. BE-4R TIGNT TO BOT FL,4NCxE, GL UE d IUlTN GR4DE ST�IMP INDICATING APPROPRI,4TE h24XIMUM 5P.4CING OF SUPPORTS(,4P,4 MCxU5�.8:�SOS <I-�2�'J OR „ „ MEMBR�INE�SNTCx ON 31/l6l OR OSB CONFORMING TO IRG STAND.4RD FOR RGY�F/FLG�R SHEATHINCx TO BOT FLANGE GLUE'4 i TNRU BOLT m 2� c� IUS NANCxFR PER PLAN ` ' NGUS5.5�SDS lN-2l�'J lU/ ? 9i"L VL JSTS PER PLAN iZ" TNRU BOL T �24"c� STAGGERED �O STL BM Z TO BL KD STL BM IUEB �,q,�gjQ CHORD OF GABLE END TRUSSES ANCNOr2ED TO(U,4LL PL,4 tE'WItN/B G.4�RAMlNG 3�„ 3�„ ST,4CGFRED TO STL BM FuLL SDS FASTENING ��B ANCNORS AT 4-0 ON CENTER.4ND LATER4LL 1'BR4CED TO RG�FRIIMING AT 8�-m av 5�C 7'�'ON �7 �EB �� ,�j ��ON j( ��C��ON �� �����0�/ /� CENTER M,4XIMUM 5P.4CINCx DATE 4/20/09 r � SCALE: �i"- 1'-ID r✓"2�� SCALE 3i°= 1=ID Jc'2�� SG.4LE- 3i": 1-ID cJ'2�� SC,4LE.• 3i°- 1'-0 J�'2�� ,4LL EXtER10R STUD lU,4LLS Sf�l4LL,SE SNE4TNED IUITN�"NGY71N,4L AP.4 R4TED PLYGIGl�D JOB 09030 OR OSB SHE<ITNING,45 NOTED UJITN N.4ILING REGXlIREMENTS NOTED ON Gl'11G5 # "�B-4R5, T 1'PIGAL PROVIDE CONTINUOi/S U/.4LL ,STUAZ E,4CH SIDF O�GJALL OPENINGS EGX64L TO ONE NALF DRAWN BY MCL OR GRE�4TFR OF NUMBER OF STC�S INTERRUPTED SY OPENINGS 2"5 roP N 3� 3� SHTG ON 16"L vL JSTS � 16"LSL RIM�UPPER l�"U/x 3ID"D(MINJ CONC 2"STONE P,4 vERS ON �4LL u1,4LL STUOS SNALL BE CONTIN(JGY�S FRGWI FLGt�R 70 FLG1�R OR FROM FLGL7R TO CHECKED BY JDA BAR5 4'-m"MIN BTUIN T.O.IU. PER PL,4N R�F BM lU/2-"5 GR6fd T. E B. �" .4DJUST�IBLE PEDESTALS R� �P� ! 2-�'b CONT CONT d g CORIVERS d "�x�`" d TAPERED INSUL,4TIDN REVISED � *.5 x a r-6 CORNER B.4R n �'+ BLGCK BETUIEEN RG1�F TRUSSES Ul/SOLID 2x BLGL^KING TO UNDERSIDE OF RGL7F OP2 CONT m E�l LINE OF 4:�„ 2-xs ro,� roP a,aRS /6 LSL RIM m LaUER STIRRUPS m END5 � 12°o� PER�4RcN SNEATNINCs G/NERE TRUSS HEEL NEIGNT EXCEEOS 4�� R�F 4"REINF CONC 5L�4B lU/ _ REINF aaRS 32" 32„ SHtG ON/6"L vL JS�S RFINF PER PL,4N w��N�a�R IS NOT DIRECTL Y 6ELIXU tOP OF G1,4LL PLATE,PROVIDF 2x CRIPPLE - PER PL,4N PER PL,4N sruDS,asov�r-�a�ar��°ON CENTER t�IDDITIONAL STUOS,4T,4LL BE4M,4ND 1 ���C�f� C�N 2`�C�-R PER PL,4N COLUMN LG�,4TIO/V EC.XlAL TO NUMBER OF STUOS OR PLIES OF 6EAM,4BOVE �� I rrP �4 slvFS ,a��-x� r.se I CENTERED� CROSS BRILYE,4LL RA:�.4ND FLGY�R✓OISTS AT MIDSP.4N(UNFRE BOTTOM G�E9 NOT �D ��N BLGCKCUT PER ,4RC!-1 RECEIVE OR1'IUALL OR OTHFR SNE<ITNING<3S PER M,4NUFACTURES RECOMMEND,4TION✓. , �'�,�"N�D�'CINC � � 1 1/2"CL R � ,, PFR PL AN P1FOY,IDE SOLID BLG�'KING OR R1M✓OISTS,4T,4LL✓OIST SUPPORTS AND✓OIST ENDS tv 2-"'S Z'"� PER P�AN PER PL,4N . "' ALL FLG�R✓OIS1'AND RG2�F TRUSS 5Y5TE'M BRAC1NCs AND BRIGYsING,4ND GONNEGTIONS 1 �..�'�5�, SGALP N tS 2�,r-�Bp� I B,4RS ( SPECIFIED B1'MANUFACTURFR � G (�'•. � _ � � � •+ , � ALL F.45tENER9(N,4IL✓,E�OLTS, t NANGERSJ IN CONT,4CT(UITN PRESSURE TR�4TED UI�D • � '�0 „ �� SN,4LL BE GORR0570N RE575T,4Nt AS SPECIFIED B7'LUMBER MANUF,4CTURER V. ,�� �� - '�=�" 2-"`5 BOT 32 32 � � • . SAG/CUT OR TGY�LED!" GU7'AL TERNAtE U/IRES �BARS � � HTT4 lU/�i"�,4LL tNRE,4D � MET,4L CONNECTOR DESIGNATIoNS,4R�5IMP50N STRONG TIE CoMP.4N7: ��� r��] � �, DEEP JOlNT� OF u/W F m C✓ ch cn ROD rNRU STL BM U/EB � `•. � ` :� DESIGN,4TEDCJ ` �L • �' _ lB-l�dxliZ"N,4 I LS TO/6" - P E R P L,4 N �'• •° �' ..em• , '�``"'r-�=:-�-.,-��f r,;;=j,��i v"; :�✓',;�°;,M„���:e�''�,''`��r L VL RIM OR RFTR CONTR�ICTOR TO VERIFT'EXIBTINCs CONDITIONS PRIOR TO EXECUTING CORRESPONDING �-� ° . 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SCREIU$ TD CONC NDR SITE BUILDER ASSUh1ES<tLL RESPONSIBILITY FOR U5E OF TNESE PL,4N5 AT,4NY OTNER 7'�'�'�'C�4,L C�'�CK ��''�'lC�� ���'N�OI�C'C�N .�'.* LGL,4TE SCREWS BOT BUILDING 51TE CO�� O JO N � SNTCx ON 2x6 STUD IUALL ,4BV RGYU REINF � � e � � �' �L � 7� (C.J.� Cl/IN��C�,l� �,LO�C�Ou7' PERPLaN S�'C�'�'ON 19 S�C�.�ON 18 SGALE N T.S SC,4LE N T S SC��� 3�„_ �,ID JCZ�� SC,4LE•3i"= !'-ID SZ.IC.Y CoPYR[GHT zoo9, GEBAU, n�iC '' / ������ ��� ALL RiGHT9 RESIItVID r � a 4 0 M 8 � N 7 0� b CO S � � O ^ T �i - '^ � � V• U • �j. 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DRIVE 7ID'-st9i I CHECKED BY JDA � � , „ , ,� , �� , „ , „ � �� I REVISED 2-m' 9-� l-2 3-6 2-8 12 16-4 l-11//2 - _ � _ _ 3'-1P' �=ll�" 37=�" '-211/16" 12'-9 5/16�'�' - - � ' --' - - - � - - --' - - - _. _.1 I la�=9° � ������ 1 ��� ���� ' SC,4LE- r4„ = 1'-� `�r1�4� � - CONTRACTOR TO VERIFT'F�TINGS BEAR ON 2�ZfD PSF 1VON-EXPANSIVE UNDISTURBED �.• • •�;��t• ; M,4TER1-4LS, CENTFRED m BEARING ELEMENTS, SET,4 MIN 48"BELGIU�INISHED ' . C� �,� _ i EXTERlOR GR4DE lU/�3 QUALI�IED SOILS ENGR PRIOR TO CONSTRIICTION :J�' �''�t� ,4 -A�NOT BACKFILL IUALLS,4BOVE 6'-�PRIOR TO B-4SEMENT SL,4B INST,4LLATION �; 3 � �;� ! �-INDIC,4TES STEP T.OIU. ��•. �C�, ••;�_ � - TOP OF STEEL BE,4M5 NOTED TNUS (ELFV> � - � - RE7NFORCE SPREAD FTG P.4D5 lU/ *5 g 12 E,4 IUAY 3"CLR OF BOT `•..�., .p�.o '��' � , - S E E S N E E T S 2.1 C x F O R T Y P I C,4 L F D U N D.4 T I O N D E T,4 I L S �G E N E R a L S T R L l C T U R 4 L N O T E S ��',� ' �� �ff� � = ' ,�. S1o1G :� ������ ��� COPYR[GST 2009, CEBAU, INC ALL RICfiT9 RESERVID � / + ` ; ; Guest House Exterior Window / Door Schedule Door Schedule 5x � - � � _ A � yc HEADER HEIGHT EGRESS MAX � "�- ,_ - �" "- WEATHER SPECIAL -� �� � � ,_ _ „t;,��,:;;:;,..' ,,`;=;., MARK RA (WxH� PRODUCT # ABOVE 44" A.F.F. TO TEMPERED N S W E NOTES MARK SIZE R 0.(WXH) TYPE MATERIAL MANUF. HARDWARE SELF CLOSURE NOTES MARK ���'����°�_�` ��_���'-~�-��''`���'����. ___;��;k�,'���:,� SUBFLOOR OPENING STRIPPING HARDWARE _ �<°����.����'7 ^f„ � �� � „ � �� � - - - - - _ - � - - ENTRY GARAGE TO HALL 001 � - C1 PER MANUFACTURER - - - - X GARAGE DOOR W SMOKED GLASS, 9 -0 x7 -0 001 3' 0"x 6 8" SOLID CORE WOOD ='�� ,,;"�: „ _ �� �j- 7 0 / =,.: _ ;� �<:,_.s:s:; __ - _ = �,<; ' 002 - - �2 , _ . _ ;".,;�:,,.', C2 PER MANUFACTURER - 7'-0° - YES X FULL LITE DOOR W/ SMOKED GLASS, 3'-0"x7'-0" �. -- �"�;��°�� K: 20 MIN. FIRE RATED DOOR OR SOLID - - , -- - - - � � :f: ,.:3,�,.,' �.�-.. Y C3 PER MANUFACTURER - 8�-0° - - X GARAGE DOOR W� SMOKED GLASS, 16�-0'�x8�-0" 003 3'-0"x 3'-0" - SOLID CORE WOOD - X HATCH 20 MIN. X WOOD DOOR NOT LESS THEN 1 $"THICK, 003 � _ - - - ACCESS HATCH. ACCESS SHALL BE LESS C4 PER MANUFACTURER - - YES X FULL LITE DOOR, 3'-0"x8'-0" TH 12 SQ FT. 004 3'-0"x 6'-8" - SOLID CORE WOOD - - PASSAGE - - MECHANICAL SPACE 004 � � � � � � C5 S'-0°x4'-8 �1�6" - 7'-2" - - X SEE ELEVATIONS FOR OPERATION SEE ELEVATIONS FOR TEMEPERED WINDOWS & 005 2'-8"x 6'-8" - SOLID CORE WOOD - - PRIVACY - - BATHROOM 005 C6 8'-0"x11'-0" - 11'-Q" - YES X OPERATION 006 3'-0"x 7'-0" - SOLID CORE WOOD - X PASSAGE&DEADBOLT 20 MIN X TAIRS �6 Planners •Designers • Builders C7 16'-8"x11'-0" - 11'-0" - YES X SEE ELEVATIONS FOR TEMEPERED WINDOWS & 20 MIN FIRE RATED DOOR OR SOLID OPERATION 1811 Pearl Street SEE ELEVATIONS FOR TEMEPERED WINDOWS & 007 3'-0"x 3'-0" - SOLID CORE WOOD - X HATCH 20 MIN. X WOOD DOOR NOT LESS THEN 1 $"THICK, 007 Boulder, Colorado C8 8'-0°x11'-0" - 11'-0" - YES X OPERATION ACCESS HATCH. ACCESS SHALL BE LESS THAN 12 SQ FT. 303-442-3351 C9 11'-1" X 10'-5" - 10'-5" - YES X SEE ELEVATIONS FOR TEMEPERED WINDOWS & _ _ _ _ _ OPERATION 101 3'-0"x 7'-0" SOLID CORE WOOD CLOSET CLOSEf 101 C10 11'-1" X 10'-5" - 10'-5" YES YES X SEE ELEVATIONS FOR TEMEPERED WINDOWS & 102 3'-0"x 7'-0" - SOLID CORE WOOD - - 2PRIVACY - - LAUNDRY 102 OPERATION C11 8'-0"x6'-10 Y�" - 9'-0" - YES X SEE ELEVATIONS FOR TEMEPERED WINDOWS & 103 (2J 3'-0"x7'-0" - SOLIDCORE WOOD - - BYPASS - - CLOSETBIPASS 103 Dyroff Residence. OPERATION Guest house & C12 3'-0°x4'-6 Y" - 9'-0" - - X SEE ELEVATIONS FOR TEMEPERED WINDOWS & 104 2'-6"x 7'-0" - SOLID CORE WOOD - - PRIVACY - - MASTER SUITE ENTRY 104 OPERATION Addition C13 3'-0"x7'-0" YES X FULL LITE DOOR, 3'-0"x7'-0" 105 (2) 3'-0"x 7'-0" - SOLID CORE WOOD - - BYPASS - - CLOSET BIPASS 105 WINDOW NOTES: 106 2'-6"x 7'-0" - SOLID CORE WOOD - - PRIVACY - - MASTER BATH 106 I J �� � 107 2'-6"x7'-0" - SOLID CORE WOOD - - PRIVACY (POCKET) - - TOILEf ROOM POCKEf DOOR 107 Buffehr Crk Rd 1. INSTALL ALL WINDOWS AND WEATHERPROOFING PER MANUFACTURER S SPECIFICATIONS VC�II CO 81657 - 2. ALL GLAZING TO BE ZO-E GLAZING OR EQUIVALENT. MINIMUM ENERGY PERFORMANCE• U-VALUE OF 0 35 AND A SHGC OF Q 55 C�R LOWER. 108 2'-0"x 7'-0" - SOLID CORE WOOD - - CLOSET - - W.I.0 108 ' 109 2'-6"x 7'-0" - SOLID CORE WOOD - - PRIVACY (POCKET) - - BATHROOM POCKET DOOR 109 110 2'-6"x 7'-0" - SOLID CORE WOOD - - PRIVACY - - BEDROOM#1 110 P E R M IT#. 111 2'-6"x 7'-0" - SOLID CORE WOOD - - PRIVACY - - BATHROOM 111 BO9-0069 & 112 6'-0"x 7'-0" - BARN DOOR WOOD - - - - - BARN DOOR 112 BO9-OO� 5 DOOR NOTES: 1.THRESHOLD AND WEATERH-STRIPPING PER DOOR MANUFACTURER. 2 PROVIDE DOOR BUMPERS TO MATCH HARDWARE. a rc e I#. 3 PROVIDE HARDWARE ON NEW DOORS TO MATCH EXISTING 4 GLAZING.ALL WINDOWS TO BE ZO-E GLAZING WITH A U-VALUE OF 0 35 OR LOWER AND A SHGC OF 0 55 OR LOWER OR EQUIVALENT 5 PROVIDE RATED HARDWARE Ca?RATED DOORS. � 2103-121 -0201 -1 „�-,n 8'-0" 16'-8" 7'-10" 3'-3" 11'-�" _�^��_______��� 3'-9" 4'-3" 5�-4" 10° 10'-6" 3'-3" 7'-10° 8'-0" 8'-0�� 4'-3" 3'-9" = 8'-0" 3'-0" 3�-9�� 4�-3�� � � v q.'_g" 3'-3" 3'-0" = L M M � �� I 'I�—,� °� � � � � � � ' � AWNIN � � '� ''� AWNING AWNING � ►� AWNING AWNING K' :- � Disclaimer: / CD / i i � These documents are provided by Coburn � r � � / � � \ � � � � � N � Development Inc., for the design intent 00 00 = M � � � GRESS ,o = � � � � of this specific project and only this � � o / \ / \ o 0 0 � / \ o � � project. The contractor shall be res- -v � i M M _I oo T a� '"� _� GD o � `r ons�ble for all construction coordmatian, i = i � AWNING i � , i P - m _ = °' / \ / \ °' � � i � CAS�NT / \ °' � ° N � - methods and moterials required for the \ �a- AWNING AWNING � TEMP ^ � � D�90R - C5 / AWNING � tD c� C12 successful completion of the praject. .� _ "' °O AWNING � This includes but is not limited to the � �, .o � / � /b00R � (TEM) � � °O � _ OOR reqwred far�xecut onP ofnt setdocls � - - - / \ 'n - �i - AWNING TE �MP i' AWNING TE 'n � P - - - - - - - - - - - - - - - - - � �WNIN� AWNING — �- - � —� - - - - - - � — Q - - - - - - - " - - —AWNING_ AWNING� � — - - .�C�- - - - - - - - - - - - - - - - - - - - - - - � - - - - - by any subcontractorsm�All�awokushlall� - - - — — - - — — i (TEMP) (TEMP) AWNING (TEMP) AWNING (TEMP) i (TEMP) (TEMP) i Ce} _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N _ N �, _ _ _ _ _ comply with governing codes and ordr - - - — - - - - -� - - - - -- - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — C7 C13 nances. The contractor shall review C6 and understand all documents and shall 9�-0" 3'-0" 16'-0" �--� C8 d stcfrep nc'es hnethel d aw�ngse1 field con- ditions or dimensions. SMOKED GLASS � SMOKED GLASS SMOKED GLASS � � o AUTHORSHIP ^ OOR � DRAWN BY CHECKED DATE �fiNIP & SMO�ED GY — 051809 � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — '�'� — — — — — —— — — —— —� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — v C3 REVISIONS ISSUE DATE Town of Vail 02.20.09 Design Review REVISIONS 03.30.09 PERMIT 05.12.09 TOV PERMIT 05.18.09 REV. 1 ' R ' It � D ����,�� �� �00� !� � � '�"�'y 4,p,��^�k ^. S �� f , • 05.18.09 Window & Doors . � - — _ �. _ . i CAP FLASHING COR-TEN STEEL PANELS — — — — — — — — — — EPDM CLASS A ROOF . MEMBRANE OVER EXTERIOR WALL SHEATHING , � I BALLAST ROOF OVER = ROOF ASSEMBLY — — — — — — — — CAP FLASHING _ _ _ _ _ _ _ � � � � � � u U Jl?J J1V. � - � � CEDAR SHIP LAP I BLOCKING Planners •Designers • Builders - � COPING WEDGE 1811 Pearl Street Boulder, Colorado , � 303-442-3351 � TAPERED INSULATION � (DRAIN TO ROOF DRAIN a'PER 12") � ' � � � Dyroff Residence: � Guest House � � TYP Q ROOF. MIN. R-49 I y� � Buffehr Crk Rd � "CLOSED CELL" FOAM INSULATION (TYP.) ROOFVENTILATION' Va�l, CO 81657 I UNVENTED CONDITIONED SPACE (R806 4) THE"AIR-IMPERMEABLE"INSULATION IS APPLIED DIRECTLY TO THE UNDERSIDE - /INTERIOR OF THE STRUCTURAL ROOF DECK PER ASTM E283 ZONE 6 parcel # INS ALLEDOTO MAIDNTOAIN TH MONTHLY 2� O3—� 2� 'O2O� —� AVERAGE TEMPERATURE OF THE NFPA 13 FIRE SPRINKLER CONDENSING SURFACE ABOVE 45°F SYSTEM HEADS SHALL BE RECESSED AND COVERED WATER PROOFING MEMBRANE OVER EXTERIOR SHEATHING � GWB OVER 2X EXTERIOR SIDING #2 WALL "WIRE BRUSHED"SHIP LAP CEDAR SIDING WITH�"EXPOSURE HORIZONTAL FLASHING OVER WINDOWS (TYP.) WINDOW TYP C�3 WALL• MIN R-21 "CLOSED CELL"FOAM INSULATION (TYP ) � NO ROOF VENTILATION REQUIRED � , Disclaimer• , VYCOR WINDOW SILL FLASHING These documents are provided by Coburn �'GWB OVER of th sP seecificc�ro ecth�en�deo�gn {htsnt P P J Y _ 2X EXTERIOR project. The contractor shall be res— ` WALL 2X PRESSURE TREATED SILL ponsible for all construction coordination, (TYP AT CONCRETE FDN WALLS) methods and materials required for the FINISHED FLOOR successful completion of the project. ` This includes but is not limited to the WATER PROOFING MEMBRANE quality of workmanship and materials OVER PRESSURE TREATED required for execution of these doc— EXTERIOR SHEATHING uments and work or materials supplied (TYP AT EXPOSED CONCRETE) by any subcontractors. All work shall SUB FLOOR SHEATHING comply with governing codes and ordi— OVER FLOOR JOIST SIDING#2 nances. The contractor shall review "WIRE BRUSHED"SHIP LAP CEDAR and understand all documents and shall INFLOOR HEAT � � SIDING WITH � EXPOSURE notify the Architect immediately of any a � a' discrepancies in the drawings, field con— ditions or dimensions. MASTER SUITE � I a — — — — — — — — — — — ° ° I � AUTHORSHIP d I DRAWN BY CHECKED DATE Q 6��MIN TYP OF GY DR 042309 I EXPOSED CONCRETE a �^ — — — — — — — — — — — — — — � I EPRO WATER PROOFING AT CONCRETE "CONDITIONED" a ° � DRAIN /PROTECTION BOARD CRAWL SPACE � �] a I ° � — REVISIONS I — 8"TYPE X GWB a Q i PROPOSED FINISH GRADE issue DATE Ca? CEILING Town of Vail 02.20.09 ° I a� - Design Review I REVISIONS 03.16.09 TYP @ RIM JOIST MIN. R-20 d a Q i PERMIT 04.23.09 "CLOSED CELL"HIGH — DENSITY INSULATION � — a I — TYP.@ CRAWL SPACE:MIN. R-20 ° I VINYL DRAPED FIBER � GLASS INSULATION � d I I BOND BREAK• a� I — Town of Va i I 1"RIGID INSULATION O��I a a — a ° a � � o �o� a � �I —�— — �I—I- - �' T T - -I— - - T U D N DRAINAGE DESIGN O O O a a ° ��---�€ E HNICAL ENGINEER REPORT - ° a C _ " �— � ^ 2"RIGID INSULATION � ' ' � I I I I I �— VAPOR BARRIER PROVIDE ROUGH-IN FOR PERFORATED PIPE FOR RADON MITIGATION 04.23.09 ' , WALL S ECTI O N wall Section A4.1 SCALE: 1" = 1'-0" � � _ , - - ti� '< : :�:>, '-��;"; °_` . - - '4.x;:;. ����� - � - � � _ "��=:;. - � " ; _ _ _ =�.z: - _ _ - . -.,,,;"- _ - �- �= �- , :�- -- :i::" � � � � � � Planners •Designers • Builders 1811 �'earl Street Boulder, Colorado 303-442-3351 — — — — — - - - - - - - - - - - - - T.°. PARAP� e - - - - - - DyroffResidence: — ,23�-2 ,�s,� _ _ T.O. ROOF B — - - - - GUeSt hOUSe Sc ='�� -;y� �`- :.. -<;�•; �_;...,.��-;�: _ .� ,,, - 121'-1 1 3/4.. ; °'� _.'�" ,= ,�:..F,�__ ��" .•� :r> �;� ::.,, •;,; � :�����.. :*;°�,;_ ,.�:�..,.,4�;,,: =•: - `,;= �,r-<���: =<`�, - :;=' . . _ is,: __��.,k .s�.�� _- ��,:_-- = - - ����;� Addition :, �� 1451 Buffehr Crk Rd ; � Vail, CO 81657 � � � i MASTER BATH = � � ;, '' PERMIT#: - �� 609-0069 & �. :,r. �� T.O. 2ND SUBFLOOR : , — — ' — — — — — — — — — — — �=== — — — LLL'—�Z $" — T.O�UB�6L O�DE� _ B — � 5 � 110'-11 3 8 - FINISH GRADE parcel#. — — — — _ — _ — — — — T.O. ROOF A — — — — — 2� O3'� 2� —�2�� —� Y � \ ' ...�. �_T�_�.y � HALL FINISH GRADE P T.O. PARAPET `� � ' 112'-87/16" - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O. ROOF 111'-5 7/8" — — — — — — — — — — — �, .�� � =;��= `�'=�< �•a� -�:Y;;; ���:`: ,;;;,: : � ,, — — — — _ ;� k� -c:�: ..w: _ :Ts,�` v.:°"�'. w.�T."� - �tV :Ti,'i _ _ _ _ _ _ _ - _ _ _ T.O. 1ST SUBFLOOR — — — — — - �,, d.,�r,<_ �.� .: _ .:..-.r.z - ,, ,, , _ _ _ , ., __ ,.,, 100'-0" = 8495.73' USGS ,�x�..�-.r;.`~t i��+�..''A' _ `-��, .,+�.,�,a. .-�:;� +i.x• ' y..l.:� �i' "^"��' - �-�r.�-• _t,'�.� _`-,in, ,`a,• ",s.."< �..:��' :,�; - :t�.°- - - - �:�:�: - - r:,-; Disclaimer: •-,:.- These documents are provided by Coburn Development Inc., for the design �ntent of this specific project and only this ' - project The contractor shall be res— � W W ponsible far all construction coord�nation, � x _ ¢ _ _ ¢ �, _ _ _ _ _ _ __ _ _ _ _ __ methods and materials required for the " ,r, BEDROOM #1 HALL � � LAUNDRY HOTTUB UTILITY � � STORAGE successful completion of the project. � � � _ � � This includes but is not limited to the �r, ,� i ° � � quality of workmanship and matenals = `�' : � _ : _ __ _ _ ___ __ required for execution of these doc— � "a� � i < uments and work ar materials supplied . co i by any subcontractors. All work shall , - - - comply with goveming codes and ordi— - nances. The contractor shall review T.O. SUBFLOOR: 1 st FI. A T.O. BASEMENT SLAB _ _ _ _ and understand all documents and shall 100'-0"= usgs 8485.083' 89 —4 7 8 = 8485.13' USGS notify the Architect immediately of any T.O. SUBFLOOR: 1 st FI. B 98'-10" °���i~` dit ons or�d m ns onsarawings, field con— :�..� - _,-�• .,._.. AUTHORSHIP � DRAWN BY CHECKED DATE � � GARAGE _ ' GY OS 18 09 � O � T.O. CONCRETE: A � _ _ _ FI�GRADE_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 89�-3�� T.O. CONCRETE: B 88'-3" - - - - - - REVISIONS ISSUE DATE , Town of Vail 02.20.09 Design Review ' Buildin Section : New uest house residence - addition REVISIONS 03.30.09 PERMIT Q5.12.09 scale:4' = 1 '-0" TOV PERMIT 05.18.09 REV. 1 REV 1 : TOV Permit � C� C� C� � M � • D e4��`� �.� 2009 05.18.09 ��`���y �� �a����- Building Section � � i - SIDING #1: COR-TEN STEEL PANELS SIDING #1: COR-TEN STEEL PANELS � � � � � � 17 ' SIDING #3• WOOD SIDING JiJ 1L� i��l CEDAR LA' SIDING SIDING #2: STONE VENEER - - - - - - - - - - - - - - - - - T.O. PARAPET �, (1/2" EX�OSURE) OVER CONCREfE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 97'-9 1/2" � - - - - — - - — - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - T.O. ROOF N ,, :,, � ._ .,, ,. �.�_,,, ., Planners • Designers • Builders - - - - - -- - - - - - 96'-6 3/4�� - - - - - - - - - - - - - - - - � - - - - - - - ,�...�rt _, -.. ,, 4�w�> ,.n� ��•� , — - - - - — -- - - — — - - - - - - - - - - - - - - - - - - - - - - 1811 Pear treet Boulder, Colorado 303-442-3351 � . : . .... .. . � :. . ^ ::. . : :. . � . . . . :. � � � Dyroff Residence: � � � � - R . :. .. . .. .. .. N •... •.. . .... ' • ' . :. : . .: ' :. , „ . : : . . ' . . , �A .. . .. . : ... .. . . " ' . :' ' " ' .... . . . . .. '...'.' ' �, . . ehr . . . . . . . . .: . . � : . . . . . .. . � . � ::: � � . . ; �.. : . �� . : � � Vail, CO 81657 — — — — — — — — — — — — '�.�, �U��`€�d�F�. :��t �.. �:: . . . - - _ F p . .. .�.... , ...,...,..., , ....... ..... �..,........�,.�.... . :..,......... .•....,..�..�. ,,...... . , '.."`� .. .. , . �........... .....�...... �..�..,...., ..........,., .,... ,,..,.. . . . 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' . ...«... .......,....� .,,,.....»,,. , »"" ...� . � ' � ' ' �' • ' ' . . � ... .. .. . . . .......w.., .......,....,. �.�...,..... .......,�.... ......,..... �........... .....�..,.. ,........».. ............. ........... �..,.,....., :....., . ...... . . ........ . . . ... . ... , N O RTH E L EVATI O N o�S��a�me�� „ _ , „ These documents are provided by Coburn 2• SCALE: /4 — 1 -0 Development Inc., for the design intent of this specific project and only this -, project. The contractor shall be res— ponsible for all construction coordination, methods and materials required for the � successful completion of the project. This includes but is not limited to the quality of workmanship and materials required for execution of these doc— uments and work or materials supplied by any subcontractors. All work shall SIDING #2: STONE VENEER comply with governing codes and ordi— OVER CONCRETE nances. The contractor shall review and understand all documents and shall notify the Architect immediately of any discrepancies in,the drawings, field con— ditions or dimensions. 4 . :.T _ � . �� . � - - - - - - - - - - - - - - � - - ._„ -.. , �r�-,,- .x.� - - �? - - - - — — — - - - - — - - - - — — - - - - - - - - - - - - - - - -� T.O. PARAPET - - - - - - - - - - - - - - - - - � � � 97 —9 � 2 AUTHORSHIP ,.�.. .�.. ..�, ..:... ..�,: .�... ,�.... ..._. .,�.; .. ......� ,....,. — — — — — — — — — — N T.O. ROOF — — — — — — — — — — — - � ' ' . - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - � 96�-6 3/4�� DRAWN BY CHECKED DATE .. ..... � "' ' ' "" � " GY DR 04 23 09 . . ... . . .. - . ,. . , .. ... , . . .. .. . , . .... . . , � . . � � . . : . COR—TEN STEEL . � .. . . . ° . . . .. . . .. . �. . .. ,.r' PANEL . SIDING 1• . . .. .. S �. ::..: .. . . . . � .. . . :.. . . .. : . . . . . . . �; ... � . . ... . .: .: . . . ... . . . . � . .. ; . . . .. . .. . COR—TEN STEEL FASCIA �, . .. .. ::.:::. � : �:�. :: . . .. . . . : . .. . .. . . . . . .. � . . � .... . . . . :. . . .: : .::.. . : . . � . . ... . . . . . . .. . . . . . . . . . �. . . ALUMINUM CLAD ( ) .. . . . � . ..: . . . � . . . :. ..: .. . � ' . . . . .... ISIONS . . .. . . . . ' REV . . . : . . . . . . .. . . �. � ISSUE DATE . . .. • . . . . . , �. .. . . :.. .. . . 02.20.09 . Town of Vail �.. �... : . .. . � . .. � .�_,_ ..�,. ..rt, ..,,,. .m. �,, .m. .�,. .�. .,�. .,�. :.m„ __. ..T. .� — — — — — — � � — — — T.o. SUBFLOOR: �St Fi. A — — — — — — — — — — — — — — - Design Review � . — � � T � ..-, ,-.r. — — � - - - - - - - - -- - - - - �., 85'-1» ..... .�... ..,... � . . . . . . .. � . .V.... ..�.. ..._. ..�. ,_... � : ' i.o. SUBFLOOR: �st F�. B — — — REVISIONS 03.1 b.09 . . . . ...,.,. V.w. .V.�. . ...... ...... ....... ...... ...... ..._. ...... ..V... ..�.. ...... .�.. ...... ...... ._... .......M.. ...._. ...�.. � — — — — — — — — — — — — —— — — — — — — — — — — — 83'-1 1"— — .: ... .. . � :. . . . .::. . .. . � ` � PERMIT 04 23 09 ;:.. ... ; :.:.. . . . . . . � . � � . STEEL HANDRAIL . .: . ... . . .. ... . , , , .. . ... . . . . .. . .. ,�,,,-""T""r ' . . ... .... . .. ..... � _ . . . � . ^ .. . .... . . . . .. . . . .. ... . . . . .. . . . .. . . ... . � .. �. .. . ,.. .... . ... . . RETAINING WALL• STONE . ...... . .. ... . OVER CONCRETE °' VENEER . . :.. . ... ... .. . . . .. .. . , . FINISH GRADE .. . .. .. . . . . � .. . . ...... . . .. . , � .. .. � : . . . , .. .. . . ..::. . � . � . , . .. .. .. . ... : . . . .,`.: . . . ' . :� .: : .. . . : . �. . . : : � ;. . own o ai . . . . . ... .. � ... .. . . . � T.�, �Q�I�R�'1'�� A � -- - - - - - - - - - - - - .,,,.r� ,�T—..;,.�.��,�..,.,.,..,�....�..,,......,�.,. ,�..... — — � _,._�,.r ,.r,_.. ,.,... — � .,�.,.T � �� —T ,_....,.r ,.�,. ....,.. .�,.,.«.,.., T ...._. ._. ..,�. .� .�,�,.� � .. ::.�'..� . . . � � � . . . . . � �� �� �',�, ��NGF��'E' � �-�- . T � T �...,., --� m ,., � �,.f .,.� . . .�„" . .. . . ..�.� .,�.. .rt.. ._.... .'..., ,T.. ,.�.., .m.... .,,,,, ,m. ,..,�. ...� .m.., .,,... ....., t..... ..,._. , . .m., ..,.,. ,..... ....,, � �. . : .. T � „ . .,.,.,, ....,. .�, ,.....�. : � .� ~.,- �,� �� — — — — — — — — — — — — _ � . . .... . � � � .. � . : . • 2 WEST ELEVATION 2• SCALE 1/4" = 1'-0" 04.23.09 North & West Elevations _ _ f i � " i � _ SIDING #1: COR-TEN STEEL � � � � � � PANELS � _ _ _ _ _ _ _ _ _ T.O. PARAP,ET � 97 -9 1/2 — - - - - - - - - - - - - - - - - - - - - - — — — - - - - - - - - - - - - - - - - - - - - - ^ Planners •Designers • Builders � - - - - - - - - - - - - T.O. ROOF - - - - - - - `„ �. •.�,� � — - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 96'-6 3/4" - - - - - - - — - - — - - - - — - - _ - - — — - - - - - - — - - — — — — — — ear tree � � SIDING #3: WOOD SIDING Boulder, Colorado CEDAR LAP SIDING 303-442-3351 SIDING #1: COR-TENPANELS � � � � � � (1/2" EXPOSURE) � ROOF OVERHANG: f ALUMINUMNCLAD (TYP) Dyroff Residence. � COR-TEN STEEL FASCIA \ ''� Guest House � � SIDING #3: WOOD SIDING f � � � � GUARDRAIL: � CEDAR LAP SIDING �� �, „ - z STEEL CAP � � ��l Buffehr Crk Rd i (1/2 EXPOSURE) f � � i `�' SIDING #2: STONE VENEER � RAILSBLE INTERMEDIATE VCIII, CO 81657 , OVER CONCRETE STEEL PLATE POST , \ y,, � �- � i - - - - - - - - - - - - - - - - - - - T.O. SUBFLOOR: 1st FI. A - - - - - - - - - - - - - - - - - - - - - - — � — �. — --�-- - - -- - -`�— - - - - — - - - - — - - - - - - - - - - - - - - - - - - - - - - 85'-1» -- _ - - N parce T.O. SUBFLOOR• 1st FI. B � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2103-121 -0201 -1 - - - - - - - - - - - 83 -11,� - - - - - - - - - - STEEL HANDRAIL GARAGE DOORS WITH FROSTED GLASS ABOVE FINISH GRADE • REfAINING WALL: STONE r � � VENEER OVER CONCREfE � � .. . :. . RETAINING WALL. STONE � OVER CONCREfE : ... .. . ... .. � . . . . .. .. . . . . . � . . . . . .. ...... .,... ....: . � � � ; "C>�. �(�N���'1'�< �i. . � � �....., ..�...,..,...., - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - ,,..» ...... .�...,.»».. ......V .V.V.. .�..`> . . . .. . �. . � — — — —— — — — — �`4�,�,�R� . �,. .: ... . `�",�1. ����1��'�� � �. . . .... . � . � _"`.. ..... .»...�.... ..�......... .W....�... »....,......�...�.,.. .W......... ?�'��": . � �� �.: �......... ..... �.... ..�....... ..�.. ..... .w....�.. .�......,. ..r. . �- . . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — C . .. . . . . „ , . , , .. . . . „ . . .. ,. . , . • .. . . . .. . . . • .. • . . . ... . '••. ..'.: . . . • . . . . . . . . . . . . . d L C . . . . . . . . . .. �. . . . . `. ... . . .. ..... . . .. . . . .. ... . ..... . . . . .. . .. isc aimer• r rovide oburn These documents a e . :.. .. . . .. . . . . . .... . . t .... . . .. .. . . .. �� :... . . . .. .. . ..... .. � .. . � Inc., for he designyinten . . . . .. . . . . . . ......:. .... ... .. � .... .... .. :..... :. . .... . :.:.... . . . .::.: . . .. . . .... � . . . . ... . � . . . . .. . . . ' . .... . ... , . .. . . . . .. . .. . . . . . . :... . ... .. :... . .� . . . .. .... . . :. .... . .�...� . . . � . .. �. .:. ' ......,. .... o i i i � S O U T H E L EVAT I O N project. The contractor shall be res- � ponsible for all construction coordination, methods and materials required for the - A2•� SCALE: 1/4" = 1'-0�� successful completion of the project. This includes but is not limited to the ' quality of workmanship and materials required for execution of these doc- uments and work or materials supplied by any subcontractors. All work shall comply with governing codes and ordi- nances. The contractor shall review and understand all documents and shall notify the Architect immediately of any discrepancies in the drawings, field con- SIDING #2: STONE VENEER ditions or dimensions. SIDING #1: COR-TEN STEEL OVER CONCRETE PANELS T.O. PARAPET N � � — J. � .� — - - .� - - �—.-- -- - - - - - - - - - - - - - - - - - - - - - — - - 97'-9 1/2„ -� - - - - - - - - - - - - - — - - - - — - - - - - - - - - - — - - - - — - - - - — - - - - — - - - - - - - - - - � �. � HORSHIP T.O. ROOF N _ ...�. ....:. .�... ....,. ,�..: ...... ..... .,.w. .�.. ....: , .,.... ._.,. ...,.,. .............. .�.�. AUT 96'-6 3/4" � . . . . � - - - - - - - - - - - - - - - - - - - - — — - - — - - - - — — — - - — - - — — — — - - - - - - - - - - - - - - - - - - - DRAWNBY CHECKED DATE •.ti. M C� .^3i� �.A .wrr. ..+q :.aint: �� ��+✓�sY � "'}t.�Snh^'�' r. , . . �� . � . . .� • . .".. � . , . � . . , .• , . . . .... • , . � ..•� . .. � .,.. • •�� . . • ' GY DR 04 23 09 SIDING #3� WOOD SIDING . . � CEDAR LAP SIDING . � (1/2" EXPOSURE) : ... .. . : . . � : .. WINDOW AND DOORS: �, .. . . �::. : .. . ,.... , ; ... . . . � � ALUMINUM CLAD (TYP. . . �r, / . . : . . . 1 � . � -� GUARDRAIL: , ..... . . . . � � .. . :. :: .: . . � '- - 2° STEEL CAP � , . . . . .. ... � :... . � - CABLE INTERMEDIATE : . ;:. . . � �. ... : I I � w�i�s ..... . S ONS .. . :` . REV .. `� - STEEL PLATE POST ...... . � . . : issue DATE . . . . ... . .. .. . . � �. ..: .. ; . . ... ..... . ... ... .. . . . Town of Vail 02.20.09 T.O. SU B FLOOR: 1 st FI. A / � � � � :.. . . . . . ... ,..,..., ,-..:, t..,. ,-,--, ._,... .,,_. ,..T -,,. ....,. -� — -�, —. .,,.,. .m-r - „--r ..,,.. .,... D esig n Review — — 85 —1 — — — N — — — — — — — — — — — — — — � — — — — — — — — — — — — r-., _..,. .rt.,, ,-� �, ,--� „-, ,-,,-� f,,., . �..,, ..,... ,,..r ,-„-� .. '.�` � .,--�,.,.,... . T.O. SUBFLOOR• 1st FI. B ' _ ,.�.. ....... �... .�:.. ...... .V:V. .:....:.�.. :�... ...�. .�... ...�. ....,. ._... .:M: ... .V.... .�... ...... .�... _... � . : � ...�. ...w ._... ...... ...... ..:_.._... . �.� .. . �: .�... _..:. ..:�. ....�. .w.V. ..V., ,.... .:.v. .�.,. ...... ...... .�.... ...... ._._: ...... .�... :w.�. ...... .�.V. ...... .:... ....., REVISIONS 03.16.09 - - - - - - 83'-11" — — - - - - - - - - — - - - - — — - - - .-- .. .. � . : � : ... PERMIT 04.23.09 . . . SIDING #2: STONE VENEER . . . . � .. . . , OVER CONCREfE . . .. .. . : . . . . � .. . . . . ... . . . i . . . FINISH GRADE � _ . o� . . . : . .. . .. . . . • .' . . . . , . . . "r. '..'. . .. • „ . . .. :. .. '. '.... , . . .. . . .. :: . . . .... . . .. . . . . . ; • .. , , �. ,. . . .. . .:: :.:• . ' . . • .. . '... • . . T.O. CONCRETE: A — — — — — — — — — .m,. .:m.;.,,............,. ...�.T � ,,�. ��.,,,� _... .�,..,. : . . ,�.� �,.._ ,,,� T .,�.,.....,_.. .,�.., ,--� ,T�.T.. .m....,.n ,.�„.,.,:.,�,:,; ..... ,� -�,�,-,-f ..�.,._.. .,�..,,..: .,� � „--.T -,T. ,� T,--- ..r:.„�, ..... _... �..,.-f ,�;,. ..,T .,� ... .�,-„ ..rt.-�-,--�.�.m.f T,..,,, ,-....,m.f —,.... :....,T �T �..,;... ,,,,, ,-� — — — 74'-4" ° . . .. . . � � . . �.. .. ,.. ..,,,, ,--� — — T�:..,.,, —, ._.. . T.O. C 0 N C R ETE: B „�. ._.,, n,,. �,.,, „�.,.�,,, ,,.,,. ,-,,, �,.� -� ,-,,, _.. .,.,, ,�.. ,..,,, .._,, ...� „� ,T —, �-. —...T „-, � — „� ,.._.. ,,,--. — — .._, .,,,. ...,,.,, :.�,. ,,� ..,,. .,,--., _.,,, . .,�. ...� � . ,m.., ,--. �..., ,T-� „ ...� � - - - - - - - 73'-4�� -�-f . . . .. . . : . „ . � � . . ... . . : : � - • 2 EAST ELEVATION A • SCALE: 1/4" = 1'-0" 04.23.09 South & East Elevations PLAN NOTES: FIRE SPRINKLER SYSTEM SHALL COMPLY WITH NFPA 13R (2002 �j ED) AND VFES STANDARDS ALL SPRINKLER HEADS SHALL BE RECESSED AND COVERED. Gas water heater• Provide clearances,combustion air and � /� O flue vent to meet all code and manufacturers requirements ��� Provide pressure relief valve and coordinated floor drain location " Refngerator location (refrigerator by owner) provide ice - A O maker water supply line. Washer/Dryer location provide washer box including hot � � � � � � _ I O and cold water and drain Provide dryer vent to exterior I�� I Ul including draft cap and rain shield �� ��� I O Crawl space access per R408 4 2006 IRC Access through � an opening not grated than twelve square feet in area with planners •Designers • Bui1derS � a 5' or less ceiling height,as measured from 1811 Pearl Street I the surface of the earth to the underside of structural floor members of floor/ceiling assembly above BouldeT', Colorado � 303-442-3351 O FLOOR DRAIN TO SANITARY SEWER I O COUNTER FORT (SEE STRUCTURAL) I O SMOKE 8�CARBON MONOXIDE DETECTOR • Dyroff Residence: I OO GAS BOILER"WALL MOUNTED"FOR GUEST HOUSE 95%AFUE Guest House I �� GAS BOILER"WALL MOUNTED"FOR DRIVEWAY SNOW MELT 95% ��' y� Buffehr Crk Rd I �� HOT WATER STORAGE TANK VCI I I, CO 81657 I Q HANDRAIL Q 36"ABOVE NOSING PER IRC I 13 PROPOSED DUMPSTER LOCATION (TRASH 8�RECYCLING) � I 14 EXHAUST FAN ACTIVATED GARAGE DOOR RUNS FOR 10-15 parcel # MINS.AFTER DOOR IS OPENED � 15 "CONDITIONED"CRAWL SPACE VENTILATION.GRILL �� O3—� 2� —O2O� —� � 16 AIR CONDITIONER I Q AIR HANDLER � o � � 18 GUARDRAIL Q 44"ABOVE FINISH FLOOR/DECK � 19 GAS FIREPLACE VENT � - -- - - - - - - - - - - _�_____________________�_ —_________— Q ROOFDRAIN � I I �- N � � NI S o � � i N � i N � i 21 OVER FLOW DRAIN i=�.r I I z � n Q � SLOPE SLOPE SLOPE � �LOPE i HRV � � � I �°:12 � 21 E �" 12" �".12� 2� ` �":12" i� � � � I B � � � I W r w R p Q ELECTRICAL ENTRY � .r, SL� �ORE — — — 1 —�� I o � °' � � N �„:�Zn �n:�2„ SL�P� ��nPF I I N`�' (/)`�.r 4 � GAS ENTRY E=_�_ � �n�12�� o- ��n� � Q WATER ENTRY o `.��'. I � �„ .-�« ( � I Q SANITARY SEWER Disclaimer• I � � Q ROOF DRAIN SCUPPER These documents are provided by Coburn I i I Q Development Inc., for the design intent ROOF DRAIN OVER FLOW of this specific project and only this - � �, a N � N � N w = w = project. The contractor shall be res– o � � � � o � o � o �- o � o � Q SUSPENDED GAS FIREPLACE ponsible for all construction coordination, - J � J s J a J a J s J e "''"� � I �' '"'' �' '""' v' '"'''' � '�'"' N � methods and materials required for the - � � � WALL TYPES. successful completion of the project. � �n This includes but is not limited to the i � � -��. 1 ALL INTERIOR PARTITIONS SHALL BE CONSTRUCTED AS quality of workmanship and materials I _ WALL TYPE #1 UNLESS OTHERWISE NOTED. required for execution of these doc– � ° 2 ALL INTERIOR DIMENSIONS ARE TO FACE OF FRAME uments and work or materials supplied � ALL ROOFING "' UNLESS OTHERWISE NOTED by any subcontractors. All work shall � I � 4 ALL WOOD STUD FRAMING TO BE 3 1/2"UNLESS comply with governing codes and ordi— I � I MATERIAL TO BE OTHERWISE NOTED. SEE STRUCTURAL DRAWINGS FOR MORE nances. The contractor shall review � � � � CLASS A INFORMATION and understand all documents and shall � PER IRC 2003 5. ALL HEADERS OVER WINDOWS AND DOORS ARE TO HAVE notify the Architect immediately of any i � �, � � � A MIN INSULATION VALUE OF R-10 discrepancies in the drawings, field con— i� ° _• � I I ditions or dimensions. � �� NON-RATED INTERIOR PARTITION 2x4 Q 16"o.c. o N � i I ° ' � —� W/ (1) LAYER OF 1/2"GWB EA.SIDE N � � I � I PATIO DECK RATED GARAGE WALL (GARAGE SEPERATION) AUTHORSHIP � '�``����a"�� ^_�"`���" EXTERIOR BEARING WALL. 2x6 Q 16"o c W/ (1) SLOPE SLOPE i I I — (BELOW) n � n , �� � .,t, �:�,�;;4,. I �*"�'.,�T- t"'"w� DRAWN BY CHECKED DATE LAYER APA RATED OSB (PER STRUCTURAL) AND n�� � .12 � � 5� � ��2n 12—0 2 -0 (1) LAYER OF 5/8"GWB @ INTERIOR FACE WITH cY DR 042309 � '12 — - --�� I 2�_4 ��2„ CLOSED CELL FOAM INSULATION FINISH AS o- _ _ _ � � I DEFINED IN ELEVATIONS AND DETAILS SEE DETAILS FOR THERMAL AND MOISTURE I PROTECTION. (MIN-R-21) � CONCREfE FOUNDATION WALL (PER a iv 19 � 0 3�— ' '�- STRUCTURAL) WITH DAMPROOFING ALONG THE ° ��• � `•M�-;;�,�� EXTERIOR FACE SEE PLAN FOR 2X FURRED OUT cn �-+f I in :�M1�t..�;4.��;-,t, DIMENSIONS AND PROVIDE (1) LAYER OF 1/2" GWB @ INTERIOR FACE WITH CLOSED CELL � I FOAM INSULATION (MIN R-21) FINISH AS REVISIONS � I DEFINED IN ELEVATIONS AND DETAILS. p� ISSUE DATE I � -�� CRAWL SPACE CONCRETE FOUNDATION WALL I .. ' • ` (PER STRUCTURAL) WITH DAMPROOFING ALONG Town of Vail 02.20.09 THE EXTERIOR FACE. INSULATE INTERIOR SIDE WITH Design Review � VINYL DRAPED BATT INSULATION (MIN R-20) FINISH AS DEFINED IN ELEVATIONS AND DETAILS REVISIONS O3.�6.09 � �_ •—� a� CONCRETE FOUNDATION WALL (PER PERMIT 04.23.09 4 STRUCTURALJ WITH DAMPROOFING ALONG THE 2�-0° 4�-0° 18,-0„ `�'��-'�� EXTERIOR FACE.SEE PLAN FOR 2X FURRED OUT I DIMENSIONS AND PROVIDE (1) LAYER OF� DRYWALL @ INTERIOR FACE WITH CLOSED CELL I 58�_0�� "ICYNENE"INSULATION (MIN R-21) I EXTERIOR BEARING WALL. 2x6 @ 16"o.c W/ (1) �-- 'TM`�'"'R'�`� "�`�'i LAYER APA RATED OSB (PER STRUCTURAL) AND N s �;,.,� .;; w:.�,K..t,., .,:>.'��.. ��„•.,, ,,< I CL SED CELL1F0 M�INSULATIONO.RFINISH SITH I DEFINED IN ELEVATIONS AND DETAILS SEE Town of Vail DETAILS FOR THERMAL AND MOISTURE PROTECTION. (MIN-R-21). FINISH AS DEFINED IN A ELEVATIONS AND DETAILS ��--;�� CONCREfE FOUNDATION WALL (PER � � "-� " . ' . STRUCTURAL) WITH DAMPROOFING ALONG THE A � EXTERIOR FACE SEE PLAN FOR 2X FURRED OUT ;`t ix�F��?`.:wr�x<§,c; ��^�.�tih� �. DIMENSIONS AND PROVIDE (1) LAYER OF� ` DRYWALL @ INTERIOR FACE WITH CLOSED CELL ? ' , R O O F P LA N FOAM INSULATION (MIN R-21) FINISH AS DEFINED IN ELEVATIONS AND DEfAILS. � ' scale: 4� _ ��-��� �_ —�— INTERIOR PARTITION 2x4 Q 16"o c.W/ (1) LAYER OF 1/2"GWB ON GARAGE SIDE • �_ —�— RATED INTERIOR PARTITION (GARAGE SEPERATION) 04.23.09 2x4 @ 16"o c W/ (1) LAYER OF 5/8"GWB ON O HERSDE&C AWL)S ACE OF�'GWBON Roof Plan \ PLAN NOTES: FIRE SPRINKLER SYSTEM SHALL COMPLY WITH NFPA 13R (2002 Oj ED) AND VFES STANDARDS. ALL SPRINKLER HEADS SHALL BE RECESSED AND COVERED Gas water heater: Provide clearances, combustion air and _ O flue vent to meet all code and manufacturers requirements - A Prov�de pressure relief valve and coordinated floor drain location. - A Refrigerator location (refngerator by owner) provide ice O maker water supply line. _ 58�-0" O Washer/Dryer location• provide washer box including hot � � � � � � and cold water and drain Provide dryer vent to exterior I�� I ul including draft cap and rain shield 1ll) J1� 6�-0" 17�-2" I 9'-2" 25'-8" O Crawl space access per R408 4 2006 IRC Access through an opening not grated than twelve square feet in area with Planners •Designers • Builders � a 5' or less ceiling height,as measured from 1811 Pearl Street I membeas of floor/cei�l�ing assemby above f structurai floor ' Boulder Colorado � O FLOOR DRAIN TO SANITARY SEWER 303-442-3351 I O COUNTER FORT (SEE STRUCTURAL) � n O SMOKE &CARBON MONOXIDE DETECTOR Dyroff Residence: I O GAS BOILER"WALL MOUNTED"FOR GUEST HOUSE 95%AFUE Guest House � LAUND Y �� GAS BOILER"WALLMOUNTED"FOR DRIVEWAYSNOW MELT 95� � guffehr Crk Rd I 9'-0"CLG 1� HOT WATER STORAGE TANK CONCRET� � � l � Vail, C� 81657 � FLOORS � V�-� Q HANDRAIL Q 36"ABOVE NOSING PER IRC `a> 4 � I � 13 PROPOSED DUMPSTER LOCATION (TRASH & RECYCLING) � � � = 14 EXHAUST FAN:ACTIVATED GARAGE DOOR RUNS FOR 10-15 parcel # � MINS AFTER DOOR IS OPENED 2� O3'� 2� -O2O� -� I 102 � �5 "CONDITIONED"CRAWL SPACE VENTILATION•GRILL � � I I �6 AIR CONDITIONER � � I Q AIR HANDLER — �� - - - - - � N 103 �e o �3 � � O I O GUARDRAIL Q 44"ABOVE FINISH FLOOR/DECK � 112 I ^ � � 19 GAS FIREPLACE VENT KITCHEN � � - � 10'-0"CLG � � o ROOF DRAIN n HARDWOOD FLOORS o � � 3 0 �SR �o�' � �--� ^ MAS. B 21 OVER FLOW DRAIN �� �� T � �� � � � � 105 � . ;O 9'-0"CLG _ _ � � �I D W (I I � �I � ;� HALLW Y t I � TILE FLOORS Q HRV d. L�=J�_____________,r_�_�J � I 9'-0"CLG � � � � _ .,� — � HARDWOOD FLOORS 1 S �B „ � �� � , �� 104 � ��� � Q ELECTRICAL ENTRY N 8 � 1&'-10" I 5-3 1/2 0 10 -4 7/16 O 3'-5 16" 3'-5 1 2" �Q'-3" " � � 106 C12 Q GAS ENTRY °' '-5 1/2" M 111 110 ^ ENTRY O �O � — - - Q WATER ENTRY � 4 I I I I � I I � I Q SANITARY SEWER INFLOOR HEAT Disclaimer: Q, C4 � a � � o Development Inc., for the design intent ROOF DRAIN SCUPPER These documents are provided by o urn _i ENTIRE MAIN FLOOR � I � s ROOF DRAIN OVER FLOW of this specific project and only this � TH I I N 0 - �' � pro�ect. The contractor shall be res- � "' ^ � +� • ' '-0" LG �pg I I I N Q SUSPENDED GAS FIREPLACE ponsible for all construction coordination, - I 6 D I N I N G °p 5 1/2" WAL LOORS methods and materials required for the 10'-0"CLG BEDROOM # 1 WALL TYPES. successful completion of the project. - C5 This includes but is not limited to the HARDWOOD FLOORS ° 10'-0"CLG 1. ALL INTERIOR PARTITIONS SHALL BE CONSTRUCTED AS quality of workmanship and materials TOSUBFLOOR 1STFLA I HARDWOOD FLOORS I I I WALLTYPE #1 UNLESS OTHERWISE NOTED. required for execution of these doc– DN _ 85'-�" 2 ALL INTERIOR DIMENSIONS ARE TO FACE OF FRAME uments and work or materials su lied TO SUBFLOOR 1ST A PP• I � � W'I'C' es � I I I O UNLESS OTHERWISE NOTED by any subcontractors. All work shall � � 9'-0"CLG �>> 4 ALL WOOD STUD FRAMING TO BE 3 1/2" UNLESS comply with governing codes and ordi- � � I HARDWOOD I I I MASTER SUITEI OTHERWISE NOTED. SEE STRUCTURAL DRAWINGS FOR MORE nances. The contractor shall review I DN i INFORMATION and understand all documents and shall r^ FLOORS 10'-0"CLG 5 ALL HEADERS OVER WINDOWS AND DOORS ARE TO HAVE notify the Architect immediately of any � �� I 108 I I HARDWOOD FLOORS I A MIN INSULATION VALUE OF R-10 discrepancies in the drawmgs, field con- I �� ditions or dimensions. C9 � `� C10 `� � I �_ —� NON-RATED INTERIOR PARTITION 2x4 @ 16"o c � 6 � W/ (1) LAYER OF 1/2' GWB EA.SIDE I LIVING C13 6 „ ow 6 „ „ „ - RATED GARAGE WALL (GARAGESEPERATION) � DECK � � � µ����.N.. ; ; „ AUTHORSHIP 11'-0"CLG 2R T' 2 :� w, �aY�, EXTERIOR BEARING WALL. 2x6 Q 16 o c W/ (1) I TOPAVERS 1T°�0�� FRAME WOOD R o-- "",4"''`'' �:`�����•?�` LAYER APA RATED OSB (PER STRUCTURAL) AND DRAWN BY CHECKED DATE HARDWOOD FLOORS TOSUBFLOOR 1STFLB 83�-���� DECK ° (1) LAYER OF 5/8"GWB @ INTERIOR FACE WITH GY DR 042309 I 83�-ii�� TODECK 'r' CLOSED CELL FOAM INSULATION FINISH AS s as�-i�� � DEFINED IN ELEVATIONS AND DETAILS.SEE g � DETAILS FOR THERMAL AND MOISTURE ` PROTECTION (MIN-R-21) SUSPEND � GA� � CONCRETE FOUNDATION WALL (PER FIREPLAC � �— " .—'��'^ STRUCTURAL) WITH DAMPROOFING ALONG THE ROOF OVERHANG r- � � � n 2�_2� � �� � „ `.,,�^;� EXTERIOR FACE SEE PLAN FOR 2X FURRED OUT 5-8 12-1 12-1 2-0 "'`""�"y� `'`'°"R' DIMENSIONS AND PROVIDE (1) LAYER OF 1/2" GWB @ INTERIOR FACE WITH CLOSED CELL C6 C8 o FOAM INSULATION (MIN R-21). FINISH AS REVISIONS o DEFINED IN ELEVATIONS AND DETAILS issue DATE �_ , , , CRAWL SPACE CONCRETE FOUNDATION WALL s a THE XT R OR FACE. INSUDLA EP NOT RIO S D y�/�H TOWn Of V II 02.20.09 VINYL DRAPED BATT INSULATION (MIN R-20) D e s i g n R V I@ W FINISH AS DEFINED IN ELEVATIONS AND DETAILS REVISIO S 03.�6.09 T�� CONCRETE FOUNDATION WALL (PER PERMI 04.23.09 �r �- �,:,.,. STRUCTURAL) WITH DAMPROOFING ALONG THE C7 � �� _..,..,;�•�,,x ���';'�;:-<: k.,�..��� EXTERIOR FACE SEE PLAN FOR 2X FURRED OUT DIMENSIONS AND PROVIDE (1) LAYER OF� DRYWALL @ INTERIOR FACE WITH CLOSED CELL "ICYNENE"INSULATION (MIN R-21) 3 8" EXTERIOR BEARING WALL. 2x6 @ 16"o c W/ (1) � n , „ I ���"%��'�r `''`°�-°w°1z LAYER APA RATED OSB (PER STRUCTURAL) AND � �s;.;.�:,•:;; 6-0 18–0 (1) LAYER OF 1/2"GWB Qa INTERIOR FACE WITH CLOSED CELL FOAM INSULATION FINISH AS Town of Vail I DEFINED IN ELEVATIONS AND DETAILS.SEE DETAILS FOR THERMAL AND MOISTURE PROTECTION (MIN-R-21). FINISH AS DEFINED IN ELEVATIONS AND DETAILS A �-�� CONCRETE FOUNDATION WALL (PER A 0— 4` ".• "• . ' . STRUCTURAL) WITH DAMPROOFING ALONG THE ,;�>;�•,�`'°Y EXTERIOR FACE.SEE PLAN FOR 2X FURRED OUT '%;.n�'�4"cie. x�.4w�.i DIMENSIONS AND PROVIDE (1) LAYER OF� �" DRYWALL @ INTERIOR FACE WITH CLOSED CELL � FOAM INSULATION (MIN. R-21) FINISH AS � DEFINED IN ELEVATIONS AND DETAILS _ - , Main Floor Plan • A 1 .� SCCIIG: �� - ��-O�� INTERIOR PARTITION 2x4 @ 16"o.c.W/ (1) LAYER � —�- OF 1/2"GWB ON GARAGE SIDE � ---�— RATED INTERIOR PARTITION (GARAGE SEPERATION) 04.23.09 9 2x4 Q 16"o c.W/ (1) LAYER OF 5/8"GWB ON GARAGESIDEAND (1) LAYEROF�'GWBON Main Floor OTHER SIDE &CRAWL SPACE. ' � p y F-�[` , : ' ' W� ; '`,��''����� 1 . .�.`.� . k` + � _ k� � 'g..r, , i { _ i x'y „ `i ,�` i - ' . , . , � f � ry.`, ;'.i �f.. � . ,� s _k f„ � _ . Nr . .I . 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' h`�' / D ' / � � i� � � � � i i i i i �: �— -' '— '— •— �—•� —_. __ __ � Planners •Designers • Builders 47$*i � —� '— — •—• - _ _ 1811 Pearl Street �48 """ -- •_ .._.._..._ ._.._ _, , ,r� Boulder Colorado ;� `�°� � � (3) "NEw" N � � � � 303-442-3351 • � • 1• • ) S RUCE: �� 2)EX. � CID S TREE -'-° � \ � _ 3"DIA.T NK • • � � • • • • 6'-8 HEIGHT ' �� 4 i6" UN . � �_ �,r— — — _ � . �.v1�- 4 � � ,� �W_:.ASF� � � �'� —�' ' ' . 3"DIA.TRUNK --, Dyroff Residence. i �o — —�, — _ - • .. � T - � ( EX. E DUOU R / � p� w . . ..r--Q4 , I � i 15 REAR SETBACK i 416" R NK DI / USH T ES `b � �� i - ' -��� ...._1-= •—• — — _ _ Guest house & � �� y ,� • - � G . . f8450 .\ �'} P�U E: =, `"','.�;,--�• � . . 96 : Addition i ,� Yy� . 6'-�$'yEl� .�,,,�:r._ -.�: ' , � �,�. . ��.- I � �I � b ,,.. � �; �i` °-'�' µ".' , �' :r ,(3) SPRUCE: 6'-8' H IGHT . � h �,-r' `1- .� (1)EX ECIDUOUS TR . . . . • . . '�,�: ': ' `%`,. . :, . �, ; �' �� .�� �,.� a 6 TRUNK D . i � � . � .� -� . � �« � ��,��. ��'�.���'���'g �? _ � � � Buffehr Crk Rd � / ;��'ti .�:� �. �. -� 50.8� � 5� J -r -J' / / / . . . . ., '- �. • �•� .� ; •�, - - - q8 � ', � I O� // / / / tA�� �' f � ' Y•V �' M''tY iff . . � . . � . . I , � � ,�:' _ �',� :_ ;;�. .r,� ;��: .�=. . . . . _ . Va i I, CO 81657 � r'� r. N '„ ,M t • ry � / � ,,�, .. '9•�• 'f,°r�# `' � �`'} . ' ;�.. � �� b �- ,�h � �'� � / � � � ,.,i`°�i� 'y;,;I•.:°. .�. •, .�L:':°r =:t, �` "���•%.. ".' ' ".' ' ' ' ' �t' +., 'S.; „i � ,(' �q� b� � /��� �� � // � � / / '''«.�a��.'1;:.+e=�.'+ 'r, ,��YM , '�:K -;�' . . . � � / � � "1.� � / / � � � / "��.'�'.'� •"�,`:;.;�',.. . . . . . _. �Jr.OQ.�. . Cn . �/ � ��b b�O � -�' ry f' � ! � / � / w'`�«���^' y'�';�,:�,-,x� .'1'a[.��TAtN1NC.i WA 01 4 '. , . I l7 I � � b ,� � ► � i / �. .t m . PERMIT#: ;� � � ,�� � � � � i ( � � � . �.�. � .�-� -�-�-�.�.�.�- �.� � i B09-0069 & � � / '��O �rf / / I � � � � / • • - - - - - - - - - I D ;' � �� �� � i i i � � i �) - - - - - �:�-_ - � B09-0015 i i 53.6 � � (1) . DEC UOUS R� // � � � � I � I / . . . _ . _ . I i � � � � , � , � . . . _ . parcel#: , � �� 4 6' TRU K DIA � I ' � ' I � � ' � � - • - - • I i 2� �3-� 2� -�G�� -� i � / 6 3�E XUNK I D �S T R E E � � �\ � i I i � . . . I . i �f' / �� J,� I 1 � 1 � � � � • l • I � S � I 1 1 � i / \ 1 I � � ' \ _ 6,�8 PHEGHT � �� � 1 , � � � �� � 1 1 � � � � . _ . � ____________._._____ �_._.__ � � / � �o � � � 1 1 I � � _ • �'. - : 56.1 f� f �� �` � � � 1 � RO ERE� `"^ ';��" 02 � � � �l � � \ � \ � � I . 9� • - � , .E�)- .hJ',`,� ATI r o nn s. _ � +�� - - , /4 .�' � \ � . � ,��P� .t' 8 ,� � � � ,�' �\ \ � \ \\ � 94. . . !��1'� �.. �"'�tA:�T 41 �.� .' -�_ . \5 • - •I - � � rJ \ � \ 1 �" .•.' �' `T O�WALL 99 ` � � ^"n.��v. w-N-�`� \ • � ' � I�' \ \ � - ' ' . - - �' ' - - �b• Y , ` 4 _ , ,• .� , . . . . _ . 1 i s � " ' . ' . \ � 9 - - - F . . - �, _ �,; �. . .�9g . . . _ . . � (3) "NEW"ASPEN: Disdair�er� i � �� -_'�- •' '. '�, . \ _ 2� . . . . � . ,�� - - - • f� ' i - • • - - - These docuMents are pravlded by Co ur ,� ,,��,y�,, � (• 3"DIA.TRUNK � c � , g - - • - - - �-• ' ' ,--�� ' ' ' ' ' ' ' ' DevelopMent Inc,, for the deslgn int nt � 'g�{•�,C-�• • �� \ • 49� f3)•"IdE " SPEt�F -'� � �_ _ _ . '96 , . . _ . _ of thls specific project nnd only ths _ �8� �� q��` �f' ' ��r,�$'-�IG�iT;' ;�. ' ' � �8 ' '3"[31A.T U .K. _ _ ' _ � ' ��{` �. . _ . . _ . . - - - - - • - - � RESEED DISTURBED AREAS WITH LOCAL project, The contractor shall be r s- ��` �` qs � . • .� � "''- . . 8 . . . . . . . . - - • - • - - - • • • • • • • • • • - - - - - • GRASS / WILDFLOWER MIX ponsible for all construction coardi tic �` _ . . t ''�� - . g4. i �6 . . . . . . . . � • - - • ' _ . . . ' - - - - - - -. . . . . . . _ . � Methods and M4terials required for he Cqs I _ _ - ., ,78 �; �� - • • �- � • , �1� successful cor�pletlon of the pro,jec , `�� - - - -1 - • • a ':-'-' , ; .� ' :'^�' , . .. . . . •... . - - -_- -_-. -.- - - •. \ - - - . ';;:• g�:$g�`»•_A 1- „ „ • - - . . . . .1 . . qualitycof e o rk anship andi Materials e �� ' - - EXISIING_ - � - " "� f�' , =`�- - ��� ,i� W PR CE: - • - . . . . . . . ,I . . . . 9`L. . � (1)EX. CONIFER TREE - � . \ - - - � eONG'RETE- �$• � ' " �'1 * 'i �, '` ;� �� � 6' 8' EIG' - • • • • • • • • • • - - - - ' 4 16"TRUNK DIA. requlred for executlon of these do � - - _ .7, _ _ _ _ � '._' ur�ents nnd work or r�aterlals suppll d 5 .7� s -�! _ - ' P-AD - - - - . . . '� '`� . � � � � �' • I - - • • • - - - - • - • • • • • �490 . by any subcontractars, All work sh ll `� \ _ _ _ _ _�_ - _ - _ - _ - _ - "�' � ' ` x'�.: � . . . . . _ _ , _ _ _ • cor�ply with governing codes and ord- � 1�c _ _ _ _ _ _ _ _ ,y '�- H '- < � , ; . . . _ , , � nnnces, The contractor shall revle . �` �` S . - - _ - � _ - _ - _ - _ - _ - 78.'3_ \ . . . .�. oQ � �. _ :, � - - - - - - - - - - and understand all docuMents and s all '� � _ _ ��g.4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - �'� • -� - - - - - - - - - notify the Architect iMMedi4tely of ny �� _ � .(3 "N W." .SP „y,.� . . discrepancies in the drawings, fleld on- w�` � ` \ - - - - - - (-fi)EX. N R T E� • - -I 8- - - - - ditlons or diMensions, . \ _ - - - - - - - - - - - - - - � . . . . . . . . ' � ,g _ 6" TR K 7 8p ' � . . . . . � .� 7 - _ - _ - _ - _ - _ - - - - . • - - . . . ! 5 � - - - - � ED IST R8 D ' - � . . . . � � 63. #� �,� -� _ - _ - _ - _ - _ - - � -7 - i . (1.) ��NEW"AS�� � TH e A� -� AUTHORSHIP bti ` �� A _`- ��--- - SS I D�L R �' , �� ", 4• - 0 - - 3"DrA:TRUNI� 6 .S � _� — — — �`'f ' -;�- �i� DRAWN BY CHECKED DATE � \ ` ��` GA � - - - - - - '. ' `�' 84(2J"HEW''�PRUC�: GY - 051809 6 .. �: `` �. \ \ `` �` S S ' ---�'���F - `� +4 , '` " • ° -? . - -- -6'--8' MEEGHT- • � � � 6 ,; , �q - - iRO�vr e �`��;. �r�:�,�: :�::�T.�i .� 8a , . - - - - - - - - - - 2. �� � GpS - - - - _ - ' �K _ � , -'` , ; , .�-.. , . . . �' t - . . . . . . . _ . . � 6 ,+-"��'-'`-T-:=2. " '� :.'�� _l � - 1 \` \ ` ~� ��_ � — _ _ _ _ _ �•, A�`'bt ,�t�,4� ,,Y`„' _.- . . . . � • � � •�TVO' ' ' ' \ 6 ` �� _, AS - S �` _ - - _ � "`� �� . . �8'. . . . . �, , �.' .�'3)."NE.W':ASPEN: \ � °' �1- _ __ __ 4'� � - - - - �'� .� . . . . _ 3"DIA.�fRUNK o� ` __ �C`'�q - - �� � __� _ , �� . \ � \ � ._ '- -- _ __ '- __ - - - - - S��` GAS - _ ,i.f�; . . . .. . b — . . . _ . . _ . � \ � � � . -- _ __ __ _ _ _ _ _ - , y. •. 1i.�`.����'� G . . . - - -� • • - - - REVISIONS � - �� .. �> . � i"" AS '" � . ' . �� � �_ __ � � - .`„�..,'�0�..�`�� � . _ .f*% %x� _ . . . �J'F'7.�.2 ISSUE DATE � OULDE W LL ��' ----- :� ,.�''.:..:-.�� * * * "�. . . . . �: " * `f � — — —. -----------��j"� �o. �x % X X�* . . . . . % Town of Vail 02.20.09 � x. .x * x i \ � • � �. ��\ "•�2 � ,�. q _. ` � � ��6 Design Review ._� �. � 71�.— / LIMITS OF DISTURBANCE y FENCING CONTAINED REVISIONS 03.30.09 � _ � _"� •�, � WITHIN THIS ZONE ���`` � `—`_ 84, '`••_..,_„_..`..-0..._.._ ._.._ — �� � / PERMIT 05.12.09 �� —___ a TOV PERMIT 05.18.09 ���` —-'-+,�8.z___----- - REV. 1 ��1\\ -------------------------�F-bQ-�-------- O� � -- -- -- ��\``\ - -------�________________________+70.5 �` ���-- REVI : TOV Permit __ __ __ __ __ --- __ __ __ __ - --- - --- __ � � � C� � � � : Landsca e Plan � - � � ����,�� �� �oo� • SG1 scale: 1" = 10'-0" 0 10 20 30 T����' �� �`��L 05.18.09 LANDSCAPE A £ f`t tr. .R e:r,� - . _ <�i'� ,�s;^�,,';r.% - �- "�G:. �- - _ _ =-,'-�.;��„L_-:�ri`.,",,, ,�- Frv"r_ � _ _ _ � - ~•'�s. �:1,�F,:``'�k, 45.0 �- -- �`� �_�'- - - - - _ i, - s ` �� � ���r, �,. � � / � A � ,=46 / ry - BOULDER �' ry / , �. � WALL ' `'� � � - _ - � - � � ��<� - - ; � ; . � E . BUSH LINE SLOPES GREATER Q � / � � � � � � % -. - .._. N4RTH PROPERTY LIN THAN 40% � � � ;,;.� �- •- . E i � y,;'r' %f:;y,,`"%%'s�;s,.�;;�,"�,�;';;r{�,� ,�'rn. • — � � � i ;�f�r�.i�%,,;r/`r.,,f/�r rr�:i,,.'l;f..l � ... i �r.;�, � _..._ _� p � ,/.•:%% c,,,.f,-/�./: r,r+�'., ,,;.�f%'%';rr> ��,,:.ri,/if/',`�.�/,•,;r f,r,'r�r/�.�� f-r,.r, -!° ,; '% './�,`'� /! /r% �,�/��' '/'-�r r �.;��„r +` 1r;/�; '" r'% f/ r /�i' /J �''✓,�; .J'£ ,� � 1,/i' 47.CJ� �/ ;�% Y:%',•.J, �f�rf�%-/.irifri;r''�%i/'�i%a '���!%�f/"�/f'/�i�!/�/j%��.:� .��.�i,� ff /s�;�:r%% ,f:;!irf;!ir /%;;,/,/�./,•;�'�`;f//%.!,��,l�f/,. �'%/r'�' ,r%`% �/,'/.,;!`i"j r:,�;,:% �/"�,�.-�.,':.. � o � ,,; �� ,.,,, ,r r;i % ,�,1i.• i i. �/ . ;r�,�,/ . f/ ,//.�,�,., > f` . 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'i. ,, EXISTING GRADES (TYP.) / i/�;�j�,�; /� .�f � -'.'-f/..Fd%''r �f��!!ff r�i„ i�/ � �/,��:'��i��f%; r � l . • �• �o• I � �� /,� � ��� .�r � �,/�� � •w�'� �'t� �•4~ PROPOSEDWATERSERVICf W i � O �„�f,.� �/.;�� %:�-;,� ,�,�, /`,, � ;,�i��r�if/i�,,:� /r;�� ,�f,��,. r 'f, . . � ) i,�;/ ,,� ,r , ,r,� , .,�f ,•�, /, ,,��,'� .� 3'`�F .i� '' �� 8500 i i / r -h •F / /f�'/C� / l � I � ,/i%�'r �I/��,//,- ',f{���� ��l�, r//� �/���, �� ,/'i'��;/.J'� � ;+ '•Y'� .4��+-' / � %% ./.�`� /./ ,-•,� ,-i'•./�l/%i�/lr,� / �� ri=, f�%�� JJ�ff . / � � / '•'u'' ��..,`. i � D� . i . � � , .,;r1,-,�;"�>'�';'<r �" 'a s (UNDERGROUND TO EXISTING � q� ,,�`%/J/,'=l,/, ;;�.i.,.�/f.%�/l,�,��;�,• ,rf//f,�r,'�,/f�f,r��%r,-,�/,�� f � ;�_� �;�- ,,.�- __ � ° I . / � /� .�,,�'� �1�/, ��f�/�..�/1� � ����/;,��������/ y1���y�� � '„���1 � � � ——-- BUFFH � ;�, f� , rr f`,�.� /��; ///,�-,,,� ,,r�,�,�f ;: ��f�;. !;,��,r'f�!%��,/,;r //� ,� _ �r•r: , . P E R . PROPOSED GRADES TYP. ER ROAD WATER SYSTEM. �, f�;��1'', �,/,/,;',�f,� ' ,�!�I%, '� ,� �i/,,,%� _ �°;� _';;� � I � "' •' ° . � � MIT# ' � ���/ ,f, ,� �/����,�.� ,;'", �,!� ,",;-r' �, ,��,% �, ,fr/� LOT 6 �'�"'.�,.:-�:� � � ; , /'" , %f.f%�,;���!��';�'�'i�i '%i ri!,/� .'e,���; �,/l//%� %i�;,f,�f� ,-r /�=`�;�� �"%%,� I RE UIi2MENT i ���/,1,�; ,/,�i,�. /,�,f;.%f /, ,�if , .,;� ,, �f�.� %;rr',;/,� %,,.<r�„ I / �� ( Q S PER EAGLE RIVER � ,�`,,/��,,f�. l,.i,-,.,r„/fli ��f/,;;���,,,,A'r'/;;��f rr„/f,f,%�, ,/,f,l.f,� ,;-,. ;;� 0.66�6 ACRES � I 6�9-0069 & � ;,�;�i�'�� ��,,�%'�f,///r �,!/,�;"ir�,r,/,�,�j;l'/,fr,/f f/�•��i,,�' �r'//!�'° � '� .-/- :;�, I �� 4 WATER AND ANI � r ,�f�./� r���f, %;f%�f,j�!li;�/�� � .�.,.,f.�r-,%�,r ��, �� � � / � S TATION DISTRICT , � ��r��,,.,,r,,.�,''�� f;,�,r,_j/r�!%!/;;�r�,�,,,/i,/�,,/`,/,�r',r,�,/✓�f��,.:,,f,.��'f.;..�'f�,;.,;` .1" I� - :;1 I ,�, o � � if�°�r,t,/; /i,/,�/- :�,/�� ��/'l' r/ir ,�',/.�i� ,�,/!,��f` .f'',�,%ri; ! %�:� I / r '�''� o - AND TO MEET ALL NATIONAL � ��' �f�''�%;�.��!��- � �/ ,�f�'f`''��' �;��%� /�%�'/�-� !.`!� r�-r ! `.] I I � I B09 0015 � � �f��,:�.�%���/ f../�, �'%/��'��% ��,�i .,��� . ,.�,��r �/ ,, �.,. ;.,n ' �— � ' f%'/��'��f�f`/�f��i�i� j ,/.� .%'�li�� �� � lf�,f%' ��� i/ '�/f� J (� J'`�:�/�: I rw::`�.-.::,.�' � / /t�/, /f�, •� /,./i/ �f l � .f � �/� � �� s� +?` , / / °i STATE, AND LOCAL CODES , 4 �/,��;�j; %,��-,'',,,!rf, �;�f��,,,; ., !''i/� ,,�ifi ��.�//��%�,r �f„ f ,�j I I I � � ,�� //,�.f. ;/ /i /•i���� �/' rii/. �r, r% �� 1 �iy ii,.r-� f�'/ ,�t,� / � � � ly f, j/�,r`,/� '%•,��%•✓%�,'��f%,�%f.�%/i%'•,/�i,f�f/,� ���/i'�//�/�///�r��l��� /!�``� ':l., � r I � ��fif'��l���lf�%f',i%��/�J�� �/���f f,j���/J�/� !`j/�.���i r %�J//�l !/�,. J� - - I I ' 1 � 4 53. '��/f��.!�.f/�/f� .� .��f���%�i�!1��fj�i�ir �.���%/,//{/��'� Fr°'' e.,'�'� �'��f�'r� ' , � .fj��/��%��/r/✓,�j�/%� ,r/1l<;���;` �/,��f �/,,�/f////�,��,��%f fr��'r;�/�;.,r � ' ��j; ' I . SEWER MH �f�,'�,�� F� „,fj/� ���.��",r ��'r. ,�,� , ,i:� � �� � , � � �� i parcel# � /rf f��,,,�%//��'�flr'�j.j,�.%��/'�///l'r '�r' �����f�i/'� �.J���'r%/������i� J / ���� � � � �rs � � s!I+r'llJ,,,r,� ✓/ %/l� f i f�'�/�/%�,/�j f'�!'��i ,���1 %��/f��� J 1 I � ' � T I 'S � � �f,r r i ; , r � „'„ ,/Jl > > ����� r. 'i'f'.f ,�,,,�J , „ A 10 EN RY • /F� .�/'���-:�f/i,r..f/�/'��-�="����'J�If`�f�.J/'�'����/,�. %.%r.f�/��� I.Q. RID � , .��,;:,..,�,,./f l,��,�f -,.� f,�,,,�/„��,�.,�,,,,�', ,�/�,�, � � ( i I GE 2103 121 0201 1 / � /.%%l�'%%`'�l/lj r���/',�f i"%`/ !°�'�y%✓�i//'� �/�/'j f�i,/��//lf /'�j I ' � / � t I PROPOSED SANITARY SEWER SS i / r,1!��,�;''.rP/`%�'�,;''�'�,;.�r�,-''%�``�%;`,,:''s',;ri f;�,%�,;, "�if�,'�jf''i, , � ( I �LE - 49 .8 • � //..� �`� � �� ,/��` `�f,,�'�, �� �j'�, f/'/f1���f/� r� � 1 & PARAPEf 1 I C7 � � � • %�%1 rlrrf/y '!',,;�;,%f,�,f�f�,l�/ „��,��/,/%% f ♦ ,.�� (UNDERGROUND TO EXISTING � `j' � � '�,%;�r%��'`�%�:;�'s'„ra;%:��f,/;%�/�fJ'1:--%;��;�����'%',;r� � � 857 O � J' / - :/,�,��``��i;���.-',���,!,',%,:,!�.!;fr�f/-��`i'%;,����`�,/�'`�`.��;, � I � 1 � j . / �,,/.�,��jr1�,, ,,1��'� �/�/!�/-�/> t,ff,'�/�'J.i'/-f •� /�'/1' / t I I ( 18.7�� U$ N j � BUFFHER ROAD (SS) SYSTEM , �C ,�/i�,,> >-;�f%f��� r�f�i f/� �'� ���,�'� �',�/!'� � ,i,� r /�//, f,f,� ,�, . EX'ISTING 2 S ORY STEEL � ` ,,%�i/,%,?//, i }.'��i1 i'rul,,�.r5{.,�/f.f���f�%///F;� / 1 ,�f,/' I REQUIRMENTS PER � / �f.!1��,=„�;'';��j�,�f�;;��'.,r���f:f���,,,. , ,,r i,;- � 8� �ONCRET � I � � � ( EAGLE RIVER i ,r,-�>'�' f .,%,'�f'-� �%`;`,,�,%r''f-''' =%'` � � BUILDING � I j : ISTRICT fi',/�/� ,;��i✓f,%:''ri`/,'%�%��.i`��, WATER AND SANITATION D i ��;E�%,% /;%'%'.ff"`�' if%%%;��f%" � I -��-`��� , , ,.,�; � \ � � I � � � , � ,�%,;.%�,�, :�'f,�,,��f.;},;r; ,,,;f,� �- ` 1 , ( , � � � AND TO MEET ALL NATIONAL, � J' �/�/`�%i;;ff��f�r�''�r%%`,�'�"�`;%�'!�r/f'i' 1- �P � 1 I � \ � � iir/,%% i/' / ,�,� /� �/i,�r/�''�' �' \ � 1 I n � �; , �� , �i�,%�ir.�r�/f�/'�/��;�,;% � � 1 I � I 7� � STATE, AND LOCAL CODES � � �F '� ' %�/ '� �' '`'�' � � � l ��:�///f��/,r/�/�,�'j.�ii`�� „ �- � f '{/ ��1 � /f/�/f�l�� ���� �`?!•�'r O 56.1 //" �1 "� d��-��;r��%/.:- � • C D o , �/%���/i:�f`/ ' r'�'i� s%�� /f J' �\ 1 I � 7/� l'�/` F/ �/.'�/��/%/,'�"�� � i.,f�:n J�f./ .J ` I �r '��" �' r' :%' �` / � j;�,�`�,�''�r;��''j'%;�'„��%'%,-';�';�� � \ Et��RYWAY � \ 1 � " O2 rn .;,�;';,/f,%i{�, /�'%`;'f, ';';;'�!„`, � ELEV. 8484. �-�`-",� s . P TI , r� i �, %f' ,� /f �. . /'/,/' � 2 �,F�;�r;-. � 9 " � G ;✓�f!/�//� �f i �ij�,,� �,/��rr \ � : '' � t q �•�,� .�'f��//,�, ��`�,,�,,y j�f/,,i \ ;, '� 1 6 -2,. �,:: . � (!� OS GAS (GAS) � r;;�% i,%%r� ,� �,�i% ��;.��•�y,�,,! r� � : r,.s-., PROP ED � ,;f/'���r�%�/.,',%���j�i'�,;',�,�;, ;,^!�;�";,%%' � � � - ,,� ,>,; . ... I „f jf,'/',j��/.�%"``�:!,,� �,,��r! %. rj� �nr '`` �%.�;` 94 ��°w ;• •}• � ` \8�0� � , f'��:, '� DisdafMer� U NDERGR N c �'r,,/ .,,,,;�/,�',/�,.�i,./r; /,�r. f%� .,;' ,-J � �=:= :';�, � .,� . ,;' . /,r' OU D TO EXISTING � s fi�,.f f�,�f„if,l/` ,� „i � r; , \ - - .. . , � � i ''r;%'r, ''�'%%!;-�/`�' ir'.`�`��r ..,,-.�.. .,.�'`'� � . � „sf; �� r,� %�.;, `�! - �;. �� ,/ff/1; These docur�ents nre provided by Ca ur BUFFHER ROAD GAS SYSTEM. `%�'r;%'�'�f`����� f�`�! ' "` "' • `" y'r-`�'�/ !� � � •�6' - y� � � ���fi`.l � �����1 r � • :lr.r�:'' 1J � � •� w � 1 I n int fl� �%,✓��i�`�i/ r' r-.�f�,%� �� . `,�� \,r. ';�. '�:����� , `o ' � ff'f�;j�i;'���� Developr�ent Inc, for the desig LEC. �, ,f�,�%.;,�;:/�,�' . „ .� i : ,�1�,�/ -v VE METER L c �i. �,;f � �% ,.� , r � • , � � �-� f .;`� f/ '' � RI FY GAS q �, ,,,��, �,,� , . =; r�'�,/, , ,�- ,. f � of this s e i � � s � ,� :,� �, ��,,.- "�.~. � � ';;�_ !�/f�%- �,!` 1,r/ � ; �i/'/„ ;�` I'n P P ,� only th s _ OCATI N ,;;,r.�%�/1.%_ �t'%�,�'�, ,,,./f , .� �„ /,. �• • .,, 98 � i/ ,�'.��,f� r-� ,� �„ � _ ,,.; ,.� � � �. �r� , ,/f /,,�,f i, ��1� � . ,- /`� �, �� ;/ ,� , �, , • r."= ,, ;; WITH XCEL ENERGYAND i � "ff��/,'; " % ;%'` !;'/r,f ,�, . , � �,. ,,,lf l,, /;; ,� , ' I � f�/,' , c fic ro ect and / I� / �l�� 1rJ :� f '�� � � , / .�i, . � ,f f � r .j ;,, ,� ro ect, The contr �;% �� /„� , .�/fi ' \-;`-'�� f`�,�/,!�''� , �,, „' . , ��,'rif/,`/;/ � P ,j actor shall be r s- TO MEET ALL NATI ELEC. ETE ' f�� � �� / o f , rdi tic � ff� ''' `%J;' � �� i'�; �� f ' `°"° .� " �,��`f� f � � l for all construction cao ONAL, STATE,AND 58.1 9 ' ;� •F. �. \�� .��;%��%%;�! '�a — — ..f�';f,.�;= %/r%'� -G LOT 1 P -/ /�;r P� � f � ,/�� , � onsib e s D� �ri .•�• � `r;;�� "r�i1-'rr:r��r�� ''f%�%; -�'� wae-�� �96 I -�;;�f�;'� ;` ���'' Methods and MQterials re uired for he ' LOCAL CODES. ` 4� \ . •I. - ��y�-i�''��i���'':�;',,� ' � _ 5 qh � f�;;,,,r :j,, :r 9 \F"!%_, .� /.!'; .; ,; . " � �� .•-� • `. +•���� �i ,iir ,. .%'//%��'� 1 /�.� , '.-�,,,',�l - `� c� ,, � f . �rt/�JR • ,�""ir�'ih,� " '� .,f����� "z,�; , �` � �� °`�., � - �_ �-° �°°�,,� �rn This i cludes bu etion t pro,) , pl of he ec S ,, ��� ��-' t is not lir�ited to t e i�f�.. , s .t?�r_%,' � /n. / o � 6Y `�� ULD R j'f1`�. � � " � '� :i;r'�f�� ,ti.� ..+ 4 �����` � � � +95 5 P`,���,,.�,� ��a` �.°� ''�,� ' q Y anship QY1d MQt2Y'IQIS , ualit of workro ,� ' '%'� required for execution of these do ♦ i`/i C S \ . . / ,i "�,''ffr'% - �%'�.;��` � - `""°~�.. ° _ � WALL '��; 9 I - - GARAGE ENTRY •�' r1%-".%//r��,;. „r;�i�f��'r � xq �- .�,�,� .� - �---_,,_� _ qD� � �� � ' � �``"��� �`' �� � '�'���'r ' r� �� � � ROOF uMents nnd wark o Mnt s suppll d PHONE PEDEST L ?�' �` - - - - ' �`" '''`f'`�'�'" �. F',' '"' �' r' ' ' S�o e \ EDGE r eriat � r t/_, ,�,r,,, �•�. f'`',;;f, . p \ � ,� y y ntractors, Atl work sh ll ,�, ,,y, ELEV. 8479.1 ,�,,,�.,i,�,r,���r,, �,; ���/.�- .,t•• ,, � ' b nn subco � r -� � - - �%",f'' �,f ;"^'�% fi� ' •�,, �; • � es and ord ;y� .,, \ �-f %�'ir%%:�/�/ :�r -�j� '��; �_� / � ` coMply with governing cod ,<<�r f � _ - - ,�r;;%;'r.�,,.�f,�� ,.; ;�•. ,• '� ;.� .. , K�: _� � � I BELOW GRADE nnnces, The contrnctor shall revie ELEC MH Q � �F� �,�,� � _ _ _ _ _ _ _ _ ;f��r,!�"',',./',,,,; '' , ,4�: � .: .� �� SE � ___ � � .rf��; � 7 8. rf�rQ�%i%�;;;if�=r ;�;f��s '' •� < � :' ` D MP TE `96pR�P 1 m� nnd understnnd all docuMents and s all � — _ r� f% %/ ff / l, � S . �,,: �y �` ; 1. � arE '/r! / �^ — — — i 1!✓�/�/'' i' f D PEDEST L 59,7 �,,� ; �,��/� _ - - - - �j/:.;;'f�,����'�'i,,;% �r - .� • '� L CA 10 � S�Op� BELOW GRADE notify the Architect ` �1''•!� -'� r�'`f�`� � - _ T - - - %f f f� ii�;�'�%J'� �. � � �r ' _ � ° � � � \ 8490�: ir�Medintely of ny ,, r ' ' . � discrepancies in the drawings, field on- �-�r % �f� :�r ,, / r%"�r,��•��, �'� " ��,•: `�� �f r'�.�%�' cq \ - _ - _ - _ _ - _ - _ - _ ff;%`.,%�-��i%s.�f ,� PROPOSED STEPS �S h� .,' , ID G RA E T.O. PARAPET � � ditions or dir�ensions, �` ' '/{r�'f ff/f '�`` � — _ L — — — — �f `'i/j'f�'',�/¢'% s�;/;j , QF',�/� $�• 496.4� USgS / i/-�.� � PHONE �, , � ��,,, ,., - � �,-,�, ;,� l . �''� MHO `�` � \ '`���; ���,,.�J�f���,,`; CS %�; - - 7-�.4 - _ - �� �� 16 � - _ � ' %'�i',,��/,i, .�/`��/�����f� _,��� � `8 .O. RI GE ,.f �Q �%: �O �. T'�f, '��%� 'j f'.�/�;�fj, ./i�`/.' — — — — A� — — �.,�,�,'� J`��%/`/r�/,f'��,_,���= �f%�� �r �� - P IC P� `j \co �i" �y,", � _,� � / i / � � Gl'�<i�ir,.%/%/'� r, J''/ f /.i f — — `—" — — - / �• f c� fi� � \` !l`, f�i �/ �! �/� � `././� rr — _ _ _ _ � �� / /, i'r' / �8 �J`. r/ i r� •/ ��, � 'r � ��, %/r, �r;f,�/ i�ir' �� 77 $ i �.1' f�fr ,;,f%.��r,,,,,%r.,��� ` "' "' r,%�'" , -l�i T R P C _ ' . - .✓, r . . �. - % � i� `�%'f.; _ — — — _ _ .;;�% �',� . ��� ,. ,, ,j� � >> ,- � f,;�.,,�r AUTHORSHIP ./ � /f/. � , � .'/ i ii'' . ,f,.,:;� �',,!��'r',�,,,i� %`�,,��,�'��°,;/" �`, _ - - �T E A - _ 7 ��r ��� ,/.��rf/ .�; ,,,����,,��� �f`, � f�/ �` <�/� �� f��, /,'����' f�;r�� J��f%l%f — — E � _ I= — — — '!% �f '� �frfr rr,-' `��1�% �•3�I� �` 'r,.�,1 1 P DRAWN BY CHECKED DATE % i, i r{/;i.fj1 i:,�'. fy�%.. �� — — — — — — i � r'�i� I . ,/,.�/`/,�%/,' / �'"� ,/%s l�� i �.� / •`�� �� �� f/'O ��/� � `�?.:�j i 5 4� �� ��f./f'%r� '�� =l/f�,.%/;: ,.�,�. �, r ,/� `� - - - - � /%r%�y;�?� �f/�,,;i�,�r. � :;� ��:.��,,jf�;���,.;, .O. PARAPET � � PROPOSED ELE GY - 051809 �" �'%r,�`;,� '!� f�%�f ��`� f�-� � � �`-. - _ - � - - _ f �, ;;f ,.. ; ..1 f�r 6 CTRIC(E) 3.0°k� �,,;�, �r' �!;f,, , ,,,. _ _ _ S �"'''�'� �;`f`%i �;���r f� ,, �'�l rr 8497.4' usgs (REQUIREMENTS PER HOLY CROSS ENERGY ` ' ,_ � /�. ' � i i/ r.' � � / .� �� . � , . . r'� � � ,� r � � � ;� ;/ f`� : .r � tf /i � �r'f �_/ �/1 .f,//�� !� W f� �� �%i'.;. 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"� ,,,,;�� S — — ''��.. q' f�f ,��J J'�j;%'f,��� , „,',,ffj f,;J,/,�',,/�'!'fi,�',�'/,�/ ' ,ri';' /�,y%`/�l� l%'� �, 63. � � �� ` �, �1 �f,� 1/�� f% q _ _ .� / r..r �'� � /,� `/ f f�/j� ISSUE DATE �•�r„ �.��l;�. � T � �, ,�,�/��� .f ,��/, �'f �' �i��r :� ��/� /�.,.�/ � OOF EDGE � � / �, , ,r .� i.� .!� .� � ,' d�� ` //i,',`�/`�,%r �`�f �f ��'-�,����j� f��, f/j�i%`f,/% � '� � _'`r �f� �i r /�..rl./ /,/'' `:s`/ .7 A — — x'`: ii '� �f i�'f '�f'i % /'���,f f�,{ � �.' ./ :�i,'� � � �� � /�/% �/ i / _ 5 .i��r � ��! f � l f, 'r/ �� /i i+���� � v� _ __ .,:/��. ,�f.,�' ,, f;'��' G — 7 ;, /' �'f ff'li",�f.�'r:� % � /, �ti�i r'r/�,i`/,' i ��� \ _ __ i! F/ f l� � / '�rl��, — _ f�/ .� !.�,��,,�,,'.r. ;;,:, 1 i l fi/11 ir/ � �. ��'�i%��" �� f ��� -�- �!- Town of Vail 02.20.09 -_ _ .;:���'%J%� �j'�';�,.�.,,,,r ;�,�. ,r �,, �.,�... �,f;%J/'''''�;,�J/%�`„/,. � D E P . — -- __ _ �-re,.,,� ,'>,; °.�,,,�`�y,,��1�, ',%% — — '� — — `''ri'/,f.�' i �%'%'%r�� .�` i a � . O ED �, r '�- fr��,;:,�� �%' .�f;•I, _ A _ 'f'% ,,,%��/�y,. � ,�j;;J��f' � FOUNDATION X. D E P AL R A 9. - - ��f�°,,,=;:%ff.,%� �,' � � 'a, . _ ,,;�r%o�/,;1�;;��,�,�`.�'� dR � Design Review '� 5.1 E , .��•—•�-� � .,,,,,,/�/ ,�/f;;�'/'j+'�%� ` `� � \ R A \ ' •—. � '' -- __ __ _ -_ ' �;,,�,' .� `'_•�%���' Gq �%�%;i";%i�����;':�`".'�%��'�;,i�'f�i,r,'";/%"�l%�fl' +73.2 ISIONS . � ,• ,�'r�r ,� „ � ,• , REV 03 30.09 6 6� C � • � '- - _ � � • � ' +_., " ' �' PR�D• OW MELT ��f�,,, /�/�1;,,;;�j��!„�r� „ ,.,//,;; �� . PERMIT _ ��" - '� �1 � f.� < ;, ,� ��;��;, � 05.12.09 —••—. � -------_ •� '��,.'�' -,�,� .�-,�r- �;� � � F F --____ �.' '� NEW A P !f ,,,� % , ' ��/'ii%,i'%� � • _, ___ S HAZT O �� � ,�,,�,;���,�i�;`f.r//f�,,f � � TOV PERMIT 05.18.09 � • _ , ,%%, f..E/ i/ �/�rr''- /% f — 9 P E •—. , �'� "HEATED" DRIVEWAY ' ` `�����f;''/%'%i%j. ' � — � � �"� •� .` 4' WIDE UNHEATED ^ `��.���-%�%i f''` �`' ' 1.16 REV. 1 LIMITS OF DISTURBANCE � � 2 ' r R� � S�UT H pROP ..- •- ._ CONCRETE PAN @ I/ FENCING CONTAINED ERTY ��N ••_ . EDGE OF DRIVEWAY �` WITHIN THIS ZONE - ) E _. � �� � 2 ' . �► ��••� / F � � '- 8 �'' _. _ _ _ �� � _ F F \�'�� `---_��s 4�� PROPOSEDSNOV� REV1 : TOV Permifi R ---' ----- STORAGE FOR SLOPES GREATER C`\� THAN 40% �� -___"------------ -- R �� �,- ___ bq1 ____ DRIVE WAY AREA ONLY � `C � ��` EX. EDGE PLOWED ' --------- - -- - -- -- ------ ��� - K ��� ROAD "NEW"SIDING #2:STONE --�_______ _____________ O ��� VENEER RETAINING WALL '----#70.5 _ R �� TO REPLACE - / V `��-__ EX. WOOD TIE WALL � � � � � � . -- D -- � __ Site & Gradin Plan '- __ � � --_ _ SG 1 scale: 1" = 10'-0" �————___ �y��Y 18 2�Q9 __ __ __ __ ------- ---------------- TOWN �� ��a�� 05.18.09 0 10 20 30 ----------------- SITE & GRADING i - -_ __ _ _ - _ ---__ � � if . J CONSTRUCTION STAGING & EROSION CONTROL PLAN �� TREES PRESERVATION: NO TREE WI " " CC� � B � � � S L L B E R E M O V E D D U E T O N E W D E T A C H E D G U E S T H O U S E. ! . PUBLIC WAY OF USE PERMIT: GENERAL CONTRACTOR WILL APPLY FOR UTILITY WORK, WORK IN Planners • Designers • Builders OR CONNECTING TO THE RIGHT-OF- WAY , STAGING ON THE STREET. GENERAL CONTRACTOR 1811PearlStreet TO CONTACT PUBLIC WORKS AT 970.479 .2158 FOR ANY QUESTIONS TO OBTAIN A PERMIT. 303-442-335do o. \:. ` �� \���\������%�:�::%�.. . �;:: �:.��rz4ti.:..t: �., o� .,,•..... .,.., � `� :. ;.. � . , • � . . . . � ..' �..::..a., •• •'• ..:° \,. .\.' \ ♦ ,.. .. ... \ �. •t:•: .. • \ \\ �. �. �� . ����` � � �� . . <... . .... .. , �.. .: . :., • .,.:.....,...:.. . ,.,... . 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FND #5 REBAR AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY N 52'35�00�� E 150.�4� BROKEN ORANGE CAP ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE � i THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN i - - _a. 47,8�-� i - --1 I - - _ _ _ _ _ - - HEREON v 48 i , -i-r � i - � 4) 3 0 OF SNOW ON PORTIONS OF LOT AT TIME OF SURVEY, SOME FEATURES M �' %� �p� i - UTILI Y E�S��IE�1-�- i � �0�p' i i -�� � r _ i - EXIST BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING � �� � �_ _ _ L - - _ i i i i_ _i O i i -i r_ _ � - _ _ � 5) B5SS B�W�LOFATH�E 6THO,PP M ,TELEV ONU8416T39ARKING THE N 1\4 CORNER OF SEC 12, � �� 0.4 -�i- - i- � i I -i _. - ' � i i - - I=-I i i � _i'_ �,�0 _i �- -�i � i - � _ - '- _ 6) BASIS OF PROPERTY LINE LOCATION NORTHWEST PROPERTY LINE LOT 6 , / �°� � '� �J� � 0.4 �� I� � i Dc�� � �� _ I � i 94 7) AS SIHOWNAON THEAUBDIVSIONGP AT ONLY LIAEBOUNDARYHSUR�EY WOULD Q� � _ - � / - J _ � _ - �- -i_ _ -� / BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND EDGE PLOWED i y, i - i i � -� �i � � - g - - i i i � ( � SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS ROAD � � _ ��. _ � / _ _ _ _ -I- _ _i -I- - 4 i - � . - r � ~ \� 8 THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF �� ,8450 0 4 ,4jO i i �_ I � i _ 96 , EAGLE VALLEY SURVEYING, INC AND IS INTENDED FOR THE SOLE USE OF THE Q�-� �� .h� i - r _ � � i � -I - BUSH I ORIGINAL CLIENT ONLY ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED � � h�O �'� - � i� i �i �/ _ � - - � LINE - - -- -� 95,5 95,6 9) PHYSICAL ADDRESS 1451 CLIFFSIDE DRIVE. i � i � ! 95J � 50,8 .*� yyALLDER � _ _� � �Pr� - - � _� i - - i _ � �g�, 95 6 98 ° 10) BUILDING SETBACK INFORMATION IS NOT PLATTED PRIOR TO ANY DESIGN !-� i I - i _ � ,�� OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, THE TOWN OF VAIL �.0 � -i- v� i + _ �i -r - I � i 'A�, SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION �J` � BUSH �, _ � + J - T _ i � - -}� ,�o �o• 95,6 � LINE �O i � i� !�_ _ i - �i i� � 99,8 � i, �� O i _� - � - i i � I� _ I� - � I - I 1�' 9�� $SOO X X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER � i ' ro"� � - i i/ � �� - I - I � � i ^� I - i � I � PAVER PATID C❑NCRETE i i i _ -t - a � W A L L �� � � _ D�� � - � _ ��� �� - �i - i 95,6 02 X X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER i - T 30 99,9 i� � _ � i - � i �i - i �_ i _ � �- 1 - �i ^� - i �- LOT 6 �. 97,7 i i _ l i _ _� � � 0, 6646 ACRES �� 53,6i/ � �,_ �i- � i I - � 0 4 � - i I 1 �r'i-i_i DENOTES AREA OF SLOPE GREATER THAN 40% • ' " O� i i � _ - � � - i �- � � � PATIO ENTRY i i-i_U� TOTAL AREA OF LOT=28949 SQ FT �=53 06�53 SEWER MH $ _ i i i _�_ � -I il- 2 STORY STEEL ELEV. = 8495 8 TOTAL AREA OF GREATER THAN 40% SLOPE=7460 SQ FT.=26% R=65.��� � _i_ i_ _ i I- i- I i _i�_ _ � & CONCRETE BUILDING 96,9 98,5 �� L=60.26 � , � , �- - -�- � , ,� T=32.49, �� � _ - - � � , � � _ _ _� �a CLEN=58.�Z� � �� j -�- i � i _ � � UNABLERTOL OCATE BRG=S 28 29 17 E � � � _ � - i 0 IN THIS AREA i _ L i i i DUE TO SNOW DEPTH i �_ �- - - - W � I � I � �� �2 j i _� � - 0.5X3� �O ^ 56,1 t � _� °� 9S' Z � - � i � �°' � � i i i � i _ � ENTRYWAY 85�� • i _i_ �-- -�� i ELEV = 8484.2 � I I I� I - - 9�� > �o � Cr� � � 98 -P i - � � _ � _ i � � ryh i ELEC. TRANS i � _ � � � ?� i- I i � - � i o• i 96 ' 1 � � CONC. i � t i � 1 � ELEC TER � - 58,1 � � STAIRS � - _ _ ��� � � � � 94 � � PHO E PED I "�• _ ��/��� _ � i � ``�� WALLDER I GARAGE E�TRY g,5 _ 0 5 i- g2 \ / � LOT 1 �` ELEV = 8479 1 � 0 3,� � 0 4 � � �� � �8s• a coNC� � ' �I_ � 849p �� TV PED "° G{ � ELEC MH O �� \ � 78,4 _ - - � i i / i i _ � 59,7 `� L �, -t - � c� � � � � 88 �. - / � i i PHONE MH O ```�`� �_ _i 78 4 78,3 ��\\ - i- ' -- _ 0� 10� 20� 30� � �� i � � � � � - - 8g � � \\�� � \1 I-� � - � � 0 3 \�� - �r I - \� - �T I-r - - - �� � �_ - - � I 77,3 � _ - I �\` � �- -I i i _i _ �\,� i i _ - �` _ - i i � � _ -1- i _ _ -t- - - �\ 63 0��. �- �i- - �- - � � \�� 78,4 � 76,1 _ - i- -i i i 1 _ i \ i _ � � i _ i i �k 60,5 ��' \\�� � I I� i - � ��,� EDGE ASPHALT DR I VE ��� � _ � . - \ •�� i - -�--� _i_-- - ��` � i - - �� �.� i _i _ i _ ��� 77,6 �� - - - _ - - \\ \ ��. � � __ - _�� �� � _�_ � i- i -- ��� - L i i_i- _i ���� �� WOOD TIE WALL � i i i -i- �-'i� - _ - i i � � _ _ - -i i i \�I-�62,5 �� ROAD PLOWED 65,8� �����```` � � I _ i I- I - - "���,5 73,5 ��� ! I -I� I _ I _� i _ i _� - - \ - � _ i -� i i i � _ _ ���` ��\ _ --i- i � _ � _ i iSOi i i_ .� - � ����� _ J ---�- I I � � - �� /�d` \ � L _ �� - I _ - \�.,�'7 `` ��'�, , 68,1 I- -� -�i � � i i ��� 74,7 \�� � _ � � _! � �� � i _ _ - - � -�-____ � _i- -�--i - �� i i SURVEYOR S CERTIFICATE � � -'-----____ _ - �` 71,9 �� _ � -�- �- I, Michael J. Post, a Professional Land Surveyor registered under the laws of �� -"'----- - - �� �2 �� the State of Colorado, do hereby certify that this topographic survey was � �� -'--�1--___ �� i i made by me and under my supervision, and that the survey is accurate and �� 65,1 69,2 -�--_ � ��'3 -� - i _ _ correct to the best of my knowledge ��� _'�---___� � _ � - - - - �.'E' �� 65,8 i _ - . EDGE ASPHALT ROAD ��_ s8 -----____ 1 � � - 1 4- -- i i ���' �3,2 _ � $ 'S9•36,42„ 70,0 ------ --- ,� \ _�- � �- - �� / Michael J Post --------------- ��� 66,9 PR�VA w �05.48� 71,1 ���4 � 7 _ Colorado P L S 30116 � _ ' �'- __ TE ROqp , ��,z ��,6 __ - �=29'56�38" �'-- � 6s,2 20 R•0. �/�/, Date.------------ �! R=179.02 --�- ' L=93.56' ��� 8¢ EDGE PLOWED �� 70 T=47.S7� ��� ROAD �� 68,7 CLEN=92.50' - -______ -i-----__ BRG=S 74'35'01" W ----------------------- 69,� � ------+_---- - --------------- �o,i --- -- ----�---_----__ 0=33'31'09" ------------------+ �o,s EDGE PLOWED R=55.O0� ROAD L=32.1 S' � T=16.56' � � CLEN=31.�2' TOPOGRAPHIC SURVEY - 40� SLOPE ANALYSIS ' BRG=S 42'51'07" w LOT 6 � ' � CLI FFSI D E ==.- , _— _ ' -- � _ , . --- � � • • • Pro ect I nformat� on � • Description: construct a "New" 2 story Single family � r residence. � � . r4- Square footage: per GFRA: garage = 614 s.f., ; � , � . _ I �� main = 1 ,660 s.f., total = 2,274 s.f. - 1 Buffehr Creek Road Parcel #: 2� 03-� 2� -oz-o> > � � � � � � Legal Summary VCII � , Colorado Subdivision: CLIFF SIDE Lot: 6 BK-0239 Planners •Designers • Builders PG-0766 WD 04-25-75 1811 Pearl Street R200634180 EAS 12-15-06 Boulder, Co�orado 303-442-3351 � Zone district: a�.��`�� RC - Residential Cluster ��t. ����� .�. � Super Neighborhood: Dyroff Residence: �� � West Vail / Inter mountain Guest House 1451 BuffehrCreekRd. r� • I ��� ���uffehr Crk Rd � �3�f��� � �° Neighborhood: . � �W;'��' � Vail, CC� 81 �57 � . �`�r �:� Lions Ridge File 4 �.� ����'��� �4<�: � .�� �.,k:���� Codes and Standards: � �, .::.. p �. �,^ ' 412;*( R � „'µ��kk4.�y1�� � 2003 International Residential Code parcel # `1`j�ly..,l+k,: f0 V \:�..,'::i.v`�: � `�1iuk � � .����.:h44•��•+4`;` • • � . � ..��.;.;,��..��� ���� 2003 I n tern atio na I PI u m bi ng Cod e _ 21..._�_,_____ _�______,__�_, �,_________��,_, �_,____�__,_,____ ��; 4•:•q�•` �)' �4t1�\�y\� ��yr� � �*'�V`� GC' 44k�� -��� 2003 International Mechanical Code _ ,``��A���,�`�� ' .�`�.��. � � ����°��� 2003 International Fuel Gas Code ��i?f .::\:;.4`.':��,`�;,. ' . �;` ,� ,..� �°����`:���y�� 2003 International Fire Code ���,� �� �:�.:°��4,,:.,. . � ,� . � �..���� ;,,....:�:�:�:::::::..�::.., �,� ����z��.��_���::_�_ � .,� ..�:��:�������::.��� �2 2003 International Energy Code ,3a �a, ,�.:.'.•.�r;� � t:; ��"' ,;ti`�..�;. � ,�,� ,,.,• :.,�k�" � , • • �� � ,,;���;�,:: ����� � . 2008 National Electrical Code �,°������������ $ ��� � 1998 ICC/ANSI Al 17. 1 (Accessibility Standards) . �:�:.:;:::�:.���.� tv� � . ���������'����� � ���� Fire Sprinkled: Fire Sprinkled system shall comply with � VlClnit Ma NFPA 13R (2000ED) and VFES Standards. T1 .1 scale: NTS �� Dr win Index - a , , Disclaimer: �� These documents are provided by Coburn a• ; Architectural Development Inc., for the design intent � � ' of this specific project and only this �� ; ' • T� . � Cover Sheet project. The contractor shall be res— '� " ' ponsible for all construction coordination, _, (�� � . � . � ' To p o g ra p h i c S u rvey methods and materials required for the � � successful completion of the project. t � � � . : j� f� EXISTING . �: '.:. �� � � ' . aging & Erosion Control Plan This includes but is not limited to the C 1 1 Construction St � HOUSE : � ' ' qua��ty of workmanship and materials � S G� S i te & G ra d i n g required for execution of these doc— i � uments and work or materials supplied ' � L1 .0 Landscape Plan Y Y i � . � b an subcontractors. All work shall � � A� .� Gara e Plan comply with governing codes and ordi— PROPOSED g nances. The contractor shall review � � � . . : � GUEST HOUSE . and understand all documents and shall A� .� Main Floor Plan notify the Architect immediately of any `�`` `\ 1 discrepancies in the drawmgs, fc�ld con— � , ` `� � � A� .2 Roof Plan ditions or dimensions. � �:� �,; � �• ,.,, �,\�. \� ��.. �:� � � \�^'>�.� .:-.:,�\���;. e 1 ~ � �;\\` a���`����'" !l� I �, , `�::���� �;, ��,�`������� ,,... . South & East Elevations �.< . �. ... � \ �\..,\ ��:k :��.,,k \��f'� \ �''��'�ti.;' �` :�i. �`�.� • \ ~� \ � \•: � �" ��,ti -.. ��., � � .����,:`` `;.��4.�` ��, q2.2 West & North Elevations � �. �- � `�������� ���� ' `"����' AUTHORSHIP ti, � �� ' 4�<. ,:�,,., � \\;. � '.��\' � '� - �� �� ����`����� � A3 1 Building Sections � � ��� ��� ' `�` � . DRAWN BY CHECKED DATE � � \ �� `�� �� \ \ ``'� `` , `�•� Wall Sections & Details GY DR 042309 \ '\� `�•���—���� ~`� ��'��� � \ \ \�\ �� \ � ` ������ �� '''— Cliffside ��\ �—�___ Drive '�.�- , -�. Structural � ��— �'� -~"---------- S 1 . 1 G F o u n d a t i o n P I a n , -�-------- �, --.----- ' S 1 .2G Main Floor Framing Plan �-- -''-----_______ S1 .3G Roof Framing Plan ���� �� ��;' REVISIONS S2. 1 G Details ����� � � �� �SS�E DATE S2.2G Details Town of Vail 02.20.09 Design Review Electrical & Mechanical REVISIONS os.�b.o9 PERMIT 04.23.09 � El .0 Garage: Electrical and Mechanical Layout El .1 Main: Electrical and Mechanical Layout D � `�� � � � � APR 2 � 2oD� T01/VN C�F V�IL Town of Vail � . � Pro ect Tea m � � Designer: Structural Engineer: Surveying: Geotechnical Engineer d . 6 �, Coburn Development Gebau inc. Eagle Valley Surveying, Inc. Hepworth - Pawlak Geotechnical, Inc. ► i � 1811 Pearl Street 1121 Broadway Way, Suite 201 P.O. Box 1230 5020 County Road 154 � Boulder, Colorado Boulder, Colorado Edwards, Colorado Glenwood Springs, Colorado 81601 � � p: 303-442-3351 p: 303-444-8545 p: 970-949-1406 p: 970-945-7988 04.23.09 � f: 303-447-3933 John Arndt Michael Post f: 970-945-8454 Peter Weber Steven Pawlak COVER SHEET .� - 1 , , ,� _ � �' �� � _ ��,