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Home My WebLink AboutFile Documents.201 Clubside Dr.0004.2019 (6).ARBK ABBREVIATIONS SYMBOLS LEGEND GENERAL NOTES PROJECT DIRECTORY poss A/C air conditioning F Fahrenheit PREFIN prefinished 1. THE AIA DOCUMENT A201"GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION',1997 AND NE architect/engineer FAR floor area ratio PRELIM preliminary SUPPLEMENTARY CONDITIONS,AS PREPARED BY THE ARCHITECT,ARE HEREBY MADE A PART OF THESE PROJECT: 201 CLUBSIDE REMODEL OWNER: SIMMS FAMILY TRUST AB anchor bolt FD floor drain PRKG parking Y CONTRACT DOCUMENTS,AND ARE ON FILE AT THE OFFICE OF THE ARCHITECT FOR REFERENCE DURING 201 CLUBSIDE DR. C/O Poss Architecture+Planning ARCHITECTURE+PLANNING AC alternating current FIN finish(ed) PSF pounds per square foot 0 A REGULAR BUSINESS HOURS. ASPEN,CO 81611 ACOUS acoustical FIN FLR finished floor PSI pounds per square inch ADA Americans with FIXT fixture PT pressure treated 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT,THE GENERAL CONDITIONS,SUPPLEMENTARY • Disabilities Act FLASH flashing PTD painted O CONDITIONS,GENERAL PROVISIONS,DRAWINGS,SPECIFICATIONS, ADDENDA,AND SUPPLEMENTARY ADDM addendum FLEX flexible PVC polyvinyl chlorideO NORTH TRUE NORTH ARROW COLUMN GRID CDOCUMENTS AS TISESUEDN TBYTHE ARCHITNECT AIN DASCCEORDIANCIE OWITHA RTHE GENERAL VAND SUPPLEMNENTARY ARCHITECT: CONSULTANTS: -- ADJ adjuADDL stable,adjacent FLRonal UR floor QT QT quarry tile j INDIDC TED OR REASONABLYA MTP IEDyIN EITHER SHALLFBEAPROV DEDE S0T0HOUGHI FUL YDCOOVERIED BY BOTHORK BILL POSS AND ASSOCIATES, STRUCTURAL ENGINEER: it, C'��p i ARCHITECTURE AND PLANNING,P.C. SK PEIGHTAL ENGINEERS LTD. yQ AFF above finished floor FND foundation ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS SHOULD BE REPORTED TO THE OFFICE OF THE AGGR aggregate FO face of R radius/riser ROOM NAME ROOM NAME j ARCHITECT IMMEDIATELY. 605 EAST MAIN STREET 298 PARK AVE.#301 _ ,i _ AIA American Institute of FOC face of concrete RA return air 1101 I ROOM NUMBER ASPEN,CO 81611 BASALT,CO 81621 ,t•A i tr Architects FOS face of stud RAD radiant FLOOR FINISH 3. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES,AND SHALL BE Telephone: 970 925 4755 FLOOR FINISH P AISC American Institute of FP fire place RCP reflected ceiling plan X# PERFORMED TO THE HIGHEST STANDARDS OF CRAFTMANSHIP BYJOURNEYMEN OF THE APPROPRIATE TRADES. Fax: 970 925 2950 Telephone: 970 927 9510 Steel Construction FR fire rating RD road/roof drain Email: jmaple@billposs.com Email: speightal@sopris.net ALT alternate FRMG framing REBAR reinforcing steel bars �T O XXFLOOR PLAN ELEVATION KEYING 4. THE CONTRACT DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR,MATERIALS,EQUIPMENT,AND Contact: Julie Maple aprosser@sopris.net R�Aa ALUM aluminum FRZ freezer REF reference,refrigerator SPOT ELEVATIONS SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED THEREIN. IT IS THE RESPONSIBILITY OF THE Contact: Steve Peightal �--- AMP ampere FSTNR fastener REFL reflect(ed)five)(or) 99 0 (BUILDING) ('XX'-DWG.#/'A-2XX'-SHT.#) CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT Adrienne Prosser AMT amount FT feet,foot REG register CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS.THE ARCHITECT SHALL PROVIDE ANSI American National FTG footing REINF reinforce(ed) SUPPLEMENTAL INFORMATION REGARDING DESIGN INTENT WHERE ACCOMODATIONS FOR EXISTING CONDITIONS CONTRACTOR: Standards Institute FURN furniture READ required BUILDING SECTION OR WHERE SUFFICIENT INFORMATION IS ABSENT FROM THE CONTRACT DOCUMENTS,IN ACCORDANCE WITH THE Bos EAST YRIX S1RFFi ASPEN, COLORADO 01011 APPROX approximate REV revis(e)led)(ion) WINDOW MARK m ('XX'-DWG.#/'A-3XX'-SHT.#) GENERAL CONDITIONS. INTERIOR DESIGN:P (T1970/925 4755 (P)970/920 2950 APT apartment GA guage/ RFI request for information VW LYNNI HUTTON INC. WILLIAM H.BAKER CONSTRUCTION ARCH architect(urah Gypsum Association RH right hand(ed) 5. ANY PROPOSED SUBSTITUTION OF SPECIFIED MATERIALS/PRODUCTS SHALL BE PRESENTED TO THE Consultant ASHRAE American Society of GALV galvanized RM room ARCHITECT FOR REVIEW,IN ACCORDANCE WITH PROCEDURES DESCRIBED IN DIVISION ONE(1)OF THE PROJECT 50 ARLIAN ROAD SUITE210 ASPEN AIRPORT BUSNESS CENTER Heating,Refrigerating, GC .A. WALL SECTION CARBONDALE,CO 81623 MM g g, general contractor RO rough opening e DOOR MARK ImMANUAL AND THE GENERAL CONDITIONS.SUBSTITUTIONS WILL BE CONSIDERED ONLY IF A MORE ASPEN,CO 81611 and Air Conditioning GL glass/glazing(glazed) ROW right of way i ('XX'-DWG.#/'A-3XX'-SHT.#) ADVANTAGEOUS DELIVERY DATE OR LESSER COST,WITH CREDIT TO THE OWNER,ARE PROVIDED WITHOUT Engineers GLU LAM glued laminated wood RS rough sawn VP SACRFICING QUALITY, APPEARANCE,AND/OR FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE Telephone: 970 704 1201 Telephone: 970 925 2391 ASTM American Society for GSKT gasket RT right ----- REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT EQUAL TO THE QUALITY OF Fax: 970 704 1202 Fax: 970 920 2951 Testing and Materials GWB gypsum wall board p TOPO SPOT ENLARGED PLAN/DETAIL THE PRODUCT SPECIFIED.INITIATING A REQUEST FOR SUBSTITUTION DOES NOT AUTHORIZE THE CONTRACTOR Email: lynnihuttoninc@comcast.net Email: bill@whbconstruction.com All architect's supplemental GYP PLAS gypsum plaster S south e ELEVATION EXISTING Ark ('XX'-DWG.#/'A-3XX'-SHT.#) TO CHANGE THE SPECIFIED PRODUCT,UNTIL THE ARCHITECT HAS APPROVED THE SUBSTITUTION. Contact: Lynni Hutton Contact: Bill Baker instructions SC solid core X ® ASPH asphalt H high SCHED schedule 6. SUBMIT SHOP DRAWINGS,CUT SHEETS AND SAMPLES WHEN REQUIRED BY THE SPECIFICATIONS, FOR ASSN association H/C handicap accessible SD smoke detector/ CO REVIEW BY THE ARCHITECT PRIOR TO COMMENCING WITH RELATED WORK. ALL WORK RELATED TO SUCH AUTO automatic HB hose bibb storm drain(site)/ oo TOPO SPOT SECTION DETAIL KEYING SAMPLES SHALL CONFORM WITH REVIEWED AND ACCEPTED SAMPLES.WORK WHICH DOES NOT CONFORM AUX auxiliary HC hollow core schematic design # ELEVATION NEW xR Mr-DWG.#/'A-3XX'-SHT.#) I SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. SUB-CONTRACTORS SHALL SUBMIT ALL AV audio/visual HDW hardware SECT section X arm SUBMITTALS AND SAMPLES FOR REVIEW THROUGH THE GENERAL CONTRACTOR.ALL SUBMITTALS AND AVE avenue HDR header SF square foot(feet) SAMPLES SHALL BE SUBMITTED IN SUCH A MANNER,AS TO ALLOW ADEQUATE TIME FOR REVIEW,AS NOTED IN AVG average HEX hexagon(al) SHTHG sheathing _ THE SPECIFICATIONS, AND AS NOT TO DELAY WORK IN PROGRESS. HGR hanger SHT sheet CONSTRUCTION TYPE / EXISTING CONTOURS ('WP"-TYPE) B&B board and batten HM hollow metal SHV shelving 1 7. ALL WORK SHALL BE ERECTED PLUMB AND TRUE-TO-LINE IN ACCORDANCE WITH BEST PRACTICES OF THE BALC balcony HORIZ horizontal SIM similar TRADE,MANUFACTURER'S RECOMMENDATIONS FOR THE PARTICULAR PRODUCT,AND IN ACCORDANCE WITH THE DRAWING INDEX BD board HR hour SM small SPECIFICATIONS. BITUM bituminous HT height SPEC specification(s) X# BKG backing HTG heating SPKR speaker NEW CONTOURS 8. THE LOCAL GOVERNMENT AGENCIES SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF BLDG building HVAC heating/ventilation/ SQ square INTERIOR ELEVATION KEYING INSPECTION AS REQUIRED BY THE APPLICABLE CODE OR BY ANY CODE OR ORDINANCE. BLKG blocking air conditioning SS standing seam/ X# 411:1X#('1'-EL.ID/'I-2XX"-SHT.#) GENERAL SHEETS BLT IN built-in HVY heavy storm sewer 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING BLVD boulevard HWH hot water heater SST stainless steel CONSTRUCTION,FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A.REGULATIONS,AND FOR THE G100 GENERAL INFORMATION Issue: BLW below STA station X# PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER. Z001 LAND USE APPROVAL BM beam BC International Building STC sound trasmission class Z002 LAND USE APPROVAL 2018.12.21 PERMIT BO bottom of Code STD standard 10. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED"N.T.S." Z003 LAND USE APPROVAL BOF bottom of footing D inside diameter STL steel DENOTES NOT TO SCALE.DIMENSIONS ARE TO FACE OF FRAMING,U.N.O. Z004 LAND USE APPROVAL BOT bottom NCL include(ing) STOR storage G101 FLOOR AREA CALCULATIONS-EXISTING BR bedroom NSUL insulation STRUCT stucture/structural 11. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS,CEILINGS,AND WALLS G102 FLOOR AREA CALCULATION-PROPOSED BRG bearing NT interior SUSP suspended DRAWING REVISION WITH ALL ARCHITECTURAL,STRUCTURAL,MECHANICAL,PLUMBING,ELECTRICAL AND OTHER DISCIPLINE BRZ bronze NV invert SYM symmetrical 1 DRAWINGS AND SPECIFICATIONS,AS WELL AS EXISTING CONDITIONS. ARCHITECTURAL SHEETS BSMT basement SYS system Btu British Thermal Unit JST joist 12. CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ITEMS REQUIRING COORDINATION AND RESOLUTION BTWN between JT joint T tread Q SMOKE DETECTOR DURING THE BIDDING PROCESS.THE CONTRACTOR SHALL CONTACT THE ARCHITECT FOR ANY CLARIFICATIONS. A001 ARCHITECTURAL SITE PLAN T&G tongue and groove THE CONTRACTOR SHALL NOT EXCLUDE FROM HIS BID,ANY ITEMS,AS NOTED IN THE CONTRACT DOCUMENTS, A001.1 ARCHITECTURAL SITE PLAN C Celsius KIT kitchen TB towel bar WITHOUT PRIOR WRITTEN AUTHORIZATION OF THE ARCHITECT. CONTRACTOR'S CLARIFICATIONS SHALL NOT A102.1 MIDDLE LEVEL FLOOR PLAN EXISTING/DEMO C&P carpet and pad KO knock out TBD to be determined OMIT,CHANGE OR REDUCE THE QUALITY OF CONSTRUCTION, AS INDICATED BY THE CONTRACT DOCUMENTS. A102.2 MIDDLE LEVEL FLOOR PLAN PROPOSED CAB cabinet TEL telephone A103.1 UPPER LEVEL FLOOR PLAN EXISTING/DEMO CALC calculate LAB aboratory THK thick(ness) © JUNCTION BOX 13. VERIFY ALL SPACE DIMENSIONS AS SHOWN WITH EXISTING JOB CONDITIONS BEFORE STARTING A103.2 UPPER LEVEL FLOOR PLAN PROPOSED CANTIL cantilever(ed) LAM aminate(d) THR threshold CONSTRUCTION. A123.1 UPPER LEVEL RCP PROPOSED CAP capacity LAV avoratory TO top of A140.1 ROOF PLAN PROPOSED CBB cementitious(backer) LAY ayer TOB top of beam 14. WHERE WORK IS INSTALLED OR EXISTING FINISHES ARE DISTURBED,SUCH AREAS SHALL BE REFINISHED A201.1 EXTERIOR ELEVATIONS board LB pound TOC top of concrete TO MATCH THE AREA PRIOR TO THE DISTURBANCE. A201.2 EXTERIOR ELEVATIONS CD construction documents LBL abel TOF top of footing MATERIALS LEGEND A301 SECTIONS/INTERIOR ELEVATIONS CEM cement LF inear feet(foot) TOJ top of joist 15. WHERE WORK IS INSTALLED OR EXISTING FINISHES ARE DISTURBED,SUCH AREAS SHALL BE REFINISHED A401 ENLARGED STAIR PLAN&SECTIONS CER ceramic LH eft hand TOL tolerance TO MATCH THE AREA PRIOR TO THE DISTURBANCE. A501 DETAILS CIP cast-in-place LL ive load TOPO topography CJ control joint LPT ow paint TOS top of slab 16. THE CONTRACTOR SHALL CHECK AND VERIFY THE CONTRACT DOCUMENTS WITH FIELD CONDITIONS, CL center line LT ight TOW top of wall CONFIRMING THAT ALL WORK IS BUILDABLE AS AS SHOWN,PRIOR TO PROCEEDING WITH THE WORK.THE STRUCTURAL SHEETS CLG ceiling LT WT ight weight TPD toilet paper dispenser CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES EXIST,PRIOR TO CLR clear(ante) LTL intel TPH toiler paper holder COMMENCEMENT OF WORK,OR AS SOON AS POSSIBLE,THEREAFTER. S121 UPPER LEVEL FRAMING PLAN CM centimeter TS tube steel S122 ROOF FRAMING PLAN CMU concrete masonry unit M meter TV television 17. EACH MISCELLANEOUS ITEM OF CUTTING,PATCHING,OR FITTING IS NOT NECESSARILY INDIVIDUALLY 5531 DETAIL SHEET CLO closet MAINT maintenance TYP typical DESCRIBED IN THE CONTRACT DOCUMENTS. NO SPECIFIC DESCRIPTION OF CUTTING,PATCHING,OR FITTING 5532 DETAIL SHEET CO Certcarboficate of n monoxide MATL MAS masonry REQUIRED MATL material UBC Uniform Building Code RESPONSIBILITY TTO PERFORM PERLY OSUCH DWORK ATE HAS REQUE IRED.ED OF WORK SHALL RELIEVE THE CONTRACTOR FROM THE 201 CLUBSIDE REMODEL SITEWORK: CARPENTRY: COL column MAX maximum UC undercut CONC concrete MBR master bedroom UL Underwriters Laboratories ROUGH FRAMING _,� 18. ANY QUESTIONS REGARDING THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE CLARIFIED CONSTR construction MECH mechanical UNFIN unfinished DISTURBED III III III BLK'G.CONTINUOUS WITH THE ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH THE RELATED WORK.ALL CONSULT consultant MED medium UNO unless noted otherwise QUESTIONS SHALL BE IN THE FORM OF A REQUEST FOR INFORMATION IN ACCORDANCE WITH PROCEDURES AS 201 Clubside Drive CONT continuous MEMB membrane j j BLOCKING NOTED IN DIVISION ONE(1)OF THE PROJECT MANUAL. CONTR contract/contractor MEZZ mezzanine VAR varies UNDISTURBED 7 j\ DISCONTINUOUS INTERIOR SHEETS Aspen,CO 81611 COORD coordinate MFR manufacturer VCT vinyl composition tile 19. ALL ITEMS ARE NEW UNLESS CALLED OUT AS'EXISTING.' CORR corrugated MH man hole VERT vertical STONE/GRAVEL t= ��S SMS S S: 1201 INTERIOR ELEVATIONS CPT carpet MIN minimum VEST vestibule POROUS FILL ytita PLYWOOD \\\ CSMT casement MIRR mirror VG vertical grainj\'I? CTR center MISC miscellaneous VIF verify in field FINISHED � \ P 1 0CU FT cubic foot(feet) MLDG moulding VNR veneer CARPENTRYBUILDING/ZONING DATA I CU YD cubic yard(s) MM millimeter VR vapor retarder yy7 MO masory opening OWIL2b7/N1919 J D deep MT mount W west/width/wide PROJECT DESCRIPTION DBL double MTD mounted W/ with MASONRY: THERMAL PROTECTION: DUPLEX DWELLING UNIT WITH PRIVATE GARAGE ZONING DD design development MTL metal W/O without DEMO demolition MULL mullion WC water closet FIREBRICK BATT/BLANKET XTT�Y� LEGAL DESCRIPTION -- DEPT department WD wood \\\\\\\\\\\\\\ LOOSE FILL :AAA AAJ LOT 50 MAROON CREK CLUB,P.U.D. DH double hung N north WDW window PITKIN COUNTY,COLORADO. DIA diameter NA not applicable WP waterproofing BRICK // / RIGID APP ovE DIM dimension NAT atn) WPTSC wanking point ZONING CODE ANALYSIS LOCATION MAP r r G DIM division NFPA National Fire Protection WSCT wainscot DIAG diagonal Association WWF welded wire fabric STONE W\%�� FIBERBOARD ZONE DISTRICT: P.UD./ORDINANCE NO.40(1996) DN down NIC not in contract WWM welded wire mesh DOC document NO number MIN.OFF STREET PARKING: P.U.D. _ Di1C� DOUG FIR Douglass fir NOM nominal XL extra large CONCRETE MAX.HEIGHT: 33 FT.TO RIDGE FROM FINISH GRADE PER P.U.D. �` RDS DTL detail NR noise reduction XPS extruded polystyrene MASONRY UNIT SPRAYED FOAM .. DR door NRC noise reduction board(insulation) DS downspout coeffcient CAST IN PLACE F.A.R.SUMMARY OF ORDINANCE NO.40 DW dishwasher NTS not to scale SYMBOLS USED AS ABBREVIATIONS &PRE-CAST CAULK and SEALANT: FLOOR PLANS per SERIES OF 1996 ,. DWG drawing DWR drawer 0/ over @ atPROJECT NO, OA overall & and GROUT/MORTAR SEALANT LQAID 1 ALLOWABLE FLOOR AREA: 4,800 SF s E east OC on center L angle .-' W/BACKER ROD i ACTUAL FLOOR AREA: 4,277 SF # _ �+I T 21840.00 EAIeach OD outside diameter centerline r , PROPOSED LOWER LEVEL-1,558 SF(EXEMPT) 0 SF J EIFS exterior insulation OH overhang C channel SAND JOINT FILLER L J PROPOSED MIDDLE LEVEL 1,688 SF &q finish system OPNG. opening degrees • GARAGE,(742 SF-500 SF(EXEMPT)=242 SF) 242 SF -M EL elevation OPH opposite hand 0 diameter PROPOSED UPPER LEVEL 2,347 SF ELEC electricvt (al) OPT opposite # number jj/ o •S° L SHEET TITLE ELEV elevator OPT optional d penny STEEL: / PLASTER/BACKING BOARDS: DECK- ERI SF(EXEMPT):OVERHANG AREA X 15%Y =720-SF>332 SF) 0 SF c %,,,„ • ENCL enclose(are) ORIG original perpendicular ROOF OVERHANG OVER 10 0 BEYOND 5-0 (58 EXEMPT) 0 SF GENERAL INFORMATION ENG engineer OSHA Occupational Saftey& PL plate LATH '".T`"(T .y.; i.,,..° TOTAL PERIMETER SF E 0 SF s ALUMINUM jj/j/j/� PLASTER -f,' 4y �EQ equal Health Adminstration •"' • TOTAL FAR 4,277 SF ° EQUIP equipment NUMERICAL SYMBOLS USED AS TOTAL ALLOWABLE 4,800 SF t ESMT easement PAR parallel ABBREVIATIONS STEEL- / WALLBOARD ..� _.. �" - ETC et cetera PCC precast concrete LARGE SCALE - .. n EXH exhaust PERF perforated 1st first { k "^ ., EXIST existing PERIM perimeter 2nd second BUILDING CODE ANALYSIS G100 STEEL- •L BACKERIUNIT I ASpen EXP expansion PLAS plaster 3rd third SMALL SCALE �/ UNIT t OCCUPANCY TYPE: R3-SINGLE FAMILY EXT exterior PLAM plastic laminate 4th fourth U1-PRIVATE GARAGE ".,,,,, EXTN extention PLF pounds per lineal foot 5th fifth NORTH , .a:,y PLYWD plywood 6th sixth DENS GLASS GOLD CONSTRUCTION TYPE: V-NR ° BILL POSS AND ASSOCIATES. PNL panelfa8th eighth ©2011 ARCNRECTURE oouoo:ooro PLANn7�k9R1VE® PREFAB prefabricated 8th eighth FIRE SPRINKLER: UNIT IS FULLY AUTOMATIC FIRE SPRINKLERED,PER NFPA 13 D PROPERm oreiu POSS MO ASSCIATES,A NO POT OF Or MISINFORMATION LL SANOM$Y BEAUS20AWnH�10f1oyy1�,11AEE�PRIOR WRITTENPERMI g % BILL POSS AM ASSOCIATESreAACNITECTURE ANO IIRWsyc,R715 mama ALL COMMON asmnrumO noioomNER RESERVED RIMS,GOPYRIGNASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING I ,,. CO(--; illZ J �� • I` II i F.A.R. SUMMARY OF ORDINANCE NO. 40 I EXISTING FLOOR PLANS per SERIES OF 1996 605 EAST RAIN SPRFFT ASPEN, COLORADO 01611 iTl 970/925 A755 Cr)970/920 2950 \ LEGEND Consultant ' — ALLOWABLE FLOOR AREA: 4,800 SF I r ACTUAL FLOOR AREA: 4,278 SF APPLIES TO FLOOR AREA �� EXISTING LOWER LEVEL-1,558 SF(EXEMPT) 0 SF EXISTING MIDDLE LEVEL 1,688 SF n �� I�MMO DECK AREA GARAGE,(859 SF-500 SF(EXEMPT)=359 SF) 242 SF i I IRE EXISTING UPPER LEVEL 2,347 SF LJ i�i�ip�i�i DECK-332 SF(EXEMPT);(4,800 SF X 15%=720 SF>332 SF) 0 SF ® �� OVERHANG AREA>5'BUT<10' TOTAL PERIMETER OVERHANG AREA BEYOND 5'-0"(58 SF,EXEMPT) 0 SF r <1'.1>< . . 1 v --'� ROOF OVERHANG OVER 10'-0" 0 SF TOTAL FAR 4,277 SF TOTAL ALLOWABLE 4,800 SF el Lill LOWER LEVEL L 1,558 SF (EXEMPT) Issue: 2018.12.21 PERMIT OLOWER LEVEL FAR — EXISTING 10'PERIMETER FROM EDGE OF BUILDING SCALE 1/8"=1'-0" 5'PERIMETER FROM EDGE OF BUILDING ROOF OUTLINE 58 SF __ -, -.it:�A,------..Jii• ;4 1 III, ., .. __ s_a 0��_��iii�i0�®, IIP �OiO�i'Oi4. WiRMS1 ►I 001 ii AA , ��, I � Al„n /�� I riMiry- r ` � I/. ,p�Sr �'/_7 e" Ki � I7 / A/ -- 201 CLUBSIDE REMODEL �A , Rl —/I'✓� �Ia.� �� DECK AREA CALCULATION 2D1�OI1SIf10 Drive r ��///�� , L ,I� ,A0/401/1 a,aooN lsr =7zo sFAspen,C081611 ��/� IIGARAGi I�� 1. � ACTUAL DECK AREA =332 SF Ar ►-� r / �� i859 SFi �� ® ��'. 332 SF<720 SF //%�liilli / i� (5OO EXEMPT) � ` i� i , �� THEREFORE.EXEMPT -v�,l�6� d . MIDDLE LEVEL /�/Q � �/ OI�k2Fi�/ 9 �� 1,572 SF�s1� e / �' //, /j 1 1/ %�� j r /I� ,/ / f ZONING I• A/ %%1 MO. A: �� - UPPER LEVEL _ .. � � / 2,347 SFX /% PP OVE I / r I �, 1574A F./— R GARAGE AREA = 859 SF DE AREA>5'BUILDING PERIMETER AND<10'PERIMETER = 58 SF '��%a L——— ,/ -500 SF(EXEMPT) 5 332 SFJ—� Ala ACTUAL OVERHANG NOT INCLUDING AREA>5'BUT<10' =3,156 SF RDS e ► TOTAL= 359 SF JI // /� i/ /. -J /" 58 ALLOWABLE OVER6 SF HANG G=SF - - /,----_ J ��_ (ACTUAL OVERHANG >5NAND<10)= 3,214 SF 21840.00 8 SF 1I� OVERHANG (INCLUDING ING AREA PROJECT NO: �,� 5'PERIMETER FROM EDGE OF BUILDING , J �` L , 3,214 SF<3,648 SF THEREFORE,EXEMPT. SHEET TITLE 10'PERIMETER FROM EDGE OF BUILDING FLOOR AREA CALCULATIONS-EXISTING MIDDLE LEVEL FAR - EXISTING UPPER LEVEL FAR - EXISTING 2 SCALE 1/8"=1'-0' SCALE 1/8'=„a" // G101 E ©zom ag:g usewo`vuN'N THE MR/AMMO AND DEIGN POW 2-9 FAOPEAtt OE BILL FOSS AND ASSOCIATES,A�END NO PALL OF THIS SSION Of BILLFOMATION LOEAUSED NWnHHN)�7OffYyyfT�THEjA�PM9DOO�O WRITTEN g N BILL POSS AXOUSOCIATESreAACNITc4:ANp61RWiyc,RflS tlL9 ALL COMMON LAW STATUTORY AND OTNEAAEBLR RESERVED ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING I ��pf CO(p� U 11 it --- S ,t• 9tr * } fDAit F.A.R. SUMMARY OF ORDINANCE NO 40 .I PROPOSED FLOOR PLANS per SERIES OF 1996 605 EAST MAIN STREET ASPEN, COLORADO 81611 111970/925 1155 (1)970/020 2950 LEGEND Consultant -----0---__ ALLOWABLE FLOOR AREA: 4,800 SF / ACTUAL FLOOR AREA: 4,277 SF 0 l� / APPLIES TO FLOOR AREA ,� `r' T j/ PROPOSED LOWER LEVEL-1,558 SF(EXEMPT) 0 SF C 1 ijiji PROPOSED MIDDLE LEVEL 1,688 SF ,II' DECK AREA GARAGE,(742 SF-500 SF(EXEMPT)=242 SF) 242 SF V ��. PROPOSED UPPER LEVEL 2,347 SF •••��®p4 OVERHANG AREA>5 BUT<10' TOTAL PERIMETER OVERHANG AREA BEYOND 75o 0"(58 SF,EXEMPT) 0 SF --'°I o o " ROOF OVERHANG OVER 10'-0" 0 SF • TOTAL FAR 4,277 SF LOWER LEVEL TOTAL ALLOWABLE 4,800 SF • 1,558 SF • (EXEMPT) • I - Issue: • 2018.12.21 PERMIT ellLOWER LEVEL FAR - PROPOSED 10'PERIMETER FROM EDGE OF BUILDING 5 PERIMETER FROM EDGE OF BUILDING SCALE 1/8'=1'-0' ROOF OUTLINE 58 SF __ • , ` ,REMODEL AREA: - • • •• 108 SF I{ Ili _- - z' i00 44 .4 1 /------) 1 _ i / ' ` 3,1 , ___ . r re„. 4 cry.i !o 9.P riol Iry z , . r_ _ Pp II / TO l/ _ � / �i/ // %�// �,1 DECK AREA CALCULATION A i,� �.l�� / ' 201 CLUBSIDE REMODEL I/ / II / /' REMODEL AREA:47 SF I(J/I/ // l i 'MI .-_r.___-. .�/0•7 k �� A A 4,800 x 15% =720 SF II I9trii L.I. ,,/ Imo/�. / . � �� _ �/ / � / ACTUAL DECK AREA 332 SF • !/ GARAGE /' �,--/ .I ri+�I�,�ii i/�� /ice ' �/742 SF I -Ae.I/!9. __M� ® ,00l��l / j/'/ / I•' ` / NEW FLOOR,SINCE THE -� 1®� 1��I� 332 SF<720 SF 201 Cubside Drive ENTIRE UPPER FLOOR AREA I THEREFORE,EXEMPT ��•; �� IS ALREADY COUNTED PER 7��1— r en,CO81611 1 m• A� ORDINANCE 040 96 f /i..////� $ p /_/ REGARDING FLOOR AREA I MIDDLE ILEVEL �/ �� SECTION A,THE FLOOR AREA i� %/////�// � 'Y� 1,6$8 SF I FOR THE UPPER LEVEL DOES /�� l� / �. NOT CHANGE __ %�% f i P P M C LS — _r-,_ j / i if UP2,347 SF� 1 ZONING r GARAGE AREA = 742 SF DECK I -i_r4 __ ®' -242 SF(EXEMPT) 1 / TOTAL 242 SF ), 332 SF , � IM; � Jt A �" - II r-- AREA>-5'-BUILDING PERIMETER AND<10'PERIMETER =- 58 SF RDS \a-1I / ACTUAL OVERHANG NOT INCLUDING AREA>5'BUT<10 =3,156 SF �__ OVERHANG 1 II ____ ____ __ 1 58SF+3156 SF-3,214 SF L _I 5 PERIMETER FROM EDGE OF BUILDING - - - - ® L J ` J ALLOWABLE OVERHANG= 3,648 SF PROJECT NO: 21840.00 I- _ ACTUAL OVERHANG 10'PERIMETER FROM EDGE OF BUILDING - - - (INCLUDING AREA>5'AND<10')= 3,214 SF 3,214 SF<3,648 SF THEREFORE,EXEMPT. SHEET TITLE FLOOR AREA CALCULATON— PROPOSED CDMIDDLE LEVEL FAR - PROPOSED UPPER LEVEL FAR - PROPOSED 1 //� SCALE 1/8'=1'-0' - - - O SCALE 1/8"=1'-0' - G 1 0 2 E ©2014 BILLPOS6AN0 p550CIATE6 2-9 PROPERIT Or BILL ROSS AND ASSOCIATES, THE INFORMATION MO DESIGN INTENT A I IpRAXD15WIINVED NO PART OF THIS BILLPOMATION Y BEAUSED VOIRI7OfUTT ME PRIOR WRITTEN N POZTS ANO ASmCIATESreARCNITECTURE:4RWGfO,anal 9 COOPV`RICRR°T:RETaATDDVAND OTHER RESERVEDRi ASPEN BUILDING DEPARTMENT 1 poss ARCHITECTURE+PLANNING Exhibit A NOTICE OF APPROVAL Review Criteria and Staff Findings The Applicant is not proposing to increase the gross leasable floor area of a commercial building. Staff finds this criterion not to be applicable to this application. For an Insubstantial PUD to ur the area on Creek Club and Subdivision and PUD with regard to measuring floor area on Lots 17,18a 50 Insubstantial PUD Amendment. �;�p4 CO(- 8. An increase by greater than one(I)percent in the approved residential density of the Parcel ID Nos.273511301101 through 273511301103,273511301204 through 273511301207, i ..0 development. 1. A change in the use or character of the development. 273511301308 through 273511301311,273511301801,273511303001 through 273511303016,and 4O - 273502310001 through 273502310008 ,t 61r �, - Staff Finding: Staff Finding: S The Applicant is not proposing a change in the residential density. Staff finds this criterion not to be The use(multi-family residential)does not change with this amendment.Staff finds this criterion to applicable to this application. - be met. APPLICANT: Maroon Creek Town Home Association,the Maroon Greens Owners Association,and 'EDAR Clubside at Maroon Creek Owners Association 9. Any change which Is inconsistent with a condition or representation of the project's original 2. An increase by greater than three(3)percent in the overall coverage of structures on the approval or which requires granting a further variation from the projects approved use or land. SUBJECT&SITE OF AMENDMENT: An Insubstantial PUD Amendment memorializing dimensional requirements. calculation of floor area for multi-family units on an individual basis in the Maroon Creek Club Staff Finding Subdivision and PUD. 605 EAST MAIN STREET ASPEN, COLORADO 61611 1 T 19 r O/9 r B S T s S (f(9]O/9 3 D z 9 s D Staff Finding: The proposed amendment clarifies how a unit calculates Floor Area and will not increase the overall Staff does not believe that the proposed amendment is inconsistent with a condition of approval or coverage of structures on land by three percent.Staff finds this criterion to be met. SUMMARY:There are 3 residential multi-family lots containing a total of 35 residential units within the Consultant representation made in the property's original approval.Moreover,the Applicant has not proposed Maroon Creek Club Subdivision("MCC Subdivision").Some unit owners are interested in developing to vary the project's approved use or dimensional requirements.Staff finds this criterion to be met. 3. Any amendment that substantially increases trip generation rates of the proposed additional exterior deck,etc and have requested clarification on how to calculate Floor Area for an development,or the demand for public facilities. individual project. . • Staff Finding: - Typically with a multi-family development the entire structure's Floor Area is calculated to determine if Trip generation and demand for public infrastructure are not affected by this amendment.Staff finds there is Floor Area available for a unit's development proposal.Staff is proposing that each individual this criterion not to be applicable to this request. unit's Floor Area be calculated as the baseline to be used in determining if a project for an individual unit is feasible.For example,if a unit's individual Floor Area is determined to be 2,000 sq.ft.,this number 4. A reduction by greater than three(3)percent of the approved open space. would be the baseline number used in calculating any permitted exemptions,such as for decks,as permitted in the PUD. Staff Finding: The amount of open space will not be reduced.Staff finds this criterion to be met. STAFF EVALUATION: Calculating an individual unit's Floor Area ether than a multi-family structure's Floor Area is a reasonable avenue to determine whether an individual unit has the ability to 5. A reduction by greater than one(1)percent of the off-street parking and loading space. - expand features such as decks or porches. Staff Finding: DECISION:' The Applicant is not requesting an amendment to reduce parking.Staff finds this criterion not to be The Community Development Director finds the request to memorialize the ability of a applicable to this application. condominium unit owner to calculate the individual unit as the baseline for the calculation and measurement of Floor Area, consistent with the review criteria (Exhibit A) and thereby, 6. A reduction in required pavement widths or rights-of-way for streets and easements. APPROVES the amendment as noted above. . Issue: • Staff Finding: APPROVED BY: • The Applicant is not proposing changes to right-of-way widths. Staff finds this criterion not to (� 2018.12.21 PERMIT be applicable to this application. t V /a7�_ - 7. An increase of greater than two(2)percent in the approved gross leasable floor area of uis Be r Dote Community Development Director commercial buildings. Attachments: Staff Finding: Exhibit A-Review Standards(not recorded) Exhibit B-HOA approvals of the Insubstantial PUD Amendment(not recorded) IR - RECOMMENDATION:Staff recommends that the Community Development Director MEMORANDUM lu approve the insubstantial amendment to Lot 50 of the Maroon Creek Club P.U.D.finding certificate of occupancy that the criteria in Section 26.80.040(E)have been met. TO: Stan Clausen,City Community Development Dire)* I hereby approve the Insubstantial Amendment for Lot 50 of the Maroon Creek //••�� 201 C LU BS I D E REMODEL aspen*pe • Club P.U.D.y vUii i 1,�97 e-represented in the attached application documents. FROM: Sara Thomas. Officer Zoning community development nt department - / RE: Clubside at Maroon Creek.Lot 50 c0ti T�/ ^ 8uwrr Chia..Slit( 'tom 201 Clubside Drive this certificate issued pursuant to the requirements of I) h1•'c"�—� cm section 109 of the 1994 edition of the uniform building Stan Cr30stsbn,City Community Development Director Date j DATE: June 10,1997 Aspen,CO 81611 code. it certifies that at the date of issuance,the structure as described below was in compliance with the various resolutions and ordinancesn.regulating building construction r. SUMMARY: The developers of Lot 50 Maroon Creek Club are applying for an [ and use in this jurisdiction. insubstantial amendment to the Maroon Creek Club PUD to allow for development of the D D o� It�r Id \ • townhome parcel in a manner which differs from the approvals granted to the parcel fil? P�"0 T" D {[ Iir,- G Use Classification: Permit: 7S-15le Family Residence i � during detailed submission in July of 1991. The original site plan for the townhomes ,,r��I' yy� 1^' L'Buildin Permit 7-153 OfIl2b7/la9 J �•d 4-. o g indicated a common underground garage serving all of the eight townhomes.The current t k y Legal Description: Lot so,Maroon Creek PUD i., proposal indicates eight townhomes each with a private underground garage,rather than Z.t 9 Building Address: 201 Clubside Dr. the approved common underground garage. ZONING tU Owner of Building: Clubside@ Maroon Creek �- /� Owner Address: 533 Hopkins Ave.,Aspen,CO.81611 that: Section 26.80.040(E)of the Aspen Municipal Land Use Code states I.An insubstantial amendment to an approved development order for a final A P P OV E p, Group: R-2 Type Construction: V-Nitall. //",' y L Use Zone: development plan may be authorized by the Community Development Director.The 6following shall not be considered an insubstantial amendment:y Description: h,on square feet including three bedrooms,ne c full RDS ;��I Il baths,two 3;4 baths,one 12 bath,one kitchen and a nvo car,one can �, attached garage. a.A change in the use or character of the development. ,, ol" Commmts.Restrinions:One gas fireplace:Masonry.One gas b. An increase by greater three(3)percent in the overall coverage of structures on the i' �� 5I(9�94 appliance:Heat N Glo. land. c. Any amendment that substantially increases trip generation rates of the proposed development,or the demand for public facilities. PROJECT 80: D Chief Building Official Date /)�� d.A reduction by greater than three(3)percent of the approved open space. 21OJECT [J• e.A reduction by greater than one(I)percent of the off-street parking and loading space. 0.00 � Noe in main n exit on the Bemis R.e certificate mud no T:altt in a no r use o t plow f. A reduction in required pavement widths or rights-of-wayfar streets and easements. YY`' Ne,min evil on a,u ier,n0ccOf roe which i,is issued.An,alteration or use of Neu OTTidesccio shalt nd ixxorp,Cionsra,ubjeiNa ,nbc cutio approvalof the Building Official she negate this c.o.,nd:nh)nn d m Rxnulmn. g. An increase of greater than two(2)percent in the approved gross leasable floor area of I commercial buildings. h.An increase by greater than one(1)percent in the approved residential density of the SHEET TITLE , development. i.Any change which is inconsistent with a condition or representation of the project's LAND USE APPROVAL j original approval or which requires granting of a further variation from the project's i. approved use or dimensional requirements. I '��i Staff has reviewed the revised site plan and finds that the above criteria have been met.It i�z Z001 fg ©2014 sncnnnu,Aon P10550:,g TO 11.0AMPTION AND DEIGN INTENT 11� PNOPERTT OF BILL POSS AND ASSOCIATES,A�EYED NO POT STIOFMIN OFSINFLL ORMATION $T OEAUSEDNWTHHH7OfUTTTTNEjPPOIIOOP WRITTEN PERMIN BILL POSS AND ASSOCIATES,ARCHITECTURE ANOaRWIOrC,Qr17 t.9 COPYRIGHHTT.RETaATDTD rANDorNER eEBLRNEDRI ASPEN BUILDING DEPARTMENT poss IIIIIII IIIII IIIIII IIII IIIIIII IIIII IIIII III1111111111111 I111111111111111111111111111111111111 1111E1111111111 111111111111111111111111111111111111111111 1111111111111 IIIIIII 1111111111111111111 11111IIIII III IIIII11111111 ARCHITECTURE+PLANNING IIIIIII IIIII IIIIII IIII IIIIIII IIIII IIIII III IIIII IIII IIII M]224 b/1a00 01 b 62..00„XYKE 2 of 4 bDEAD .Iaa a1mIXRKE 40322/M/00/1pl b.03P d10INWCE 4w334 b/M/l.n b.OX Oe0]Nalla 3.I•e DEW D..M X 0.M PIMM COUNTY CUM 1 of 4 R 21.00 D 0.00 X 0,00 PITKIN COUNTY CUM 4 0I•R 21 w D 0 N N e ITN1x COUNTY CLERK ]e(1 R 31.w 0 B.w N 0.00 PITkIX COUNTY ttERK 4 of 4 R 21.00 O 0.w«0.00 PETKix COUNTY CLERK 1996,and finds that the proposed rezoning of the Maroon Creek Club CE NO. 9 subdivision is consistent with the requirements of the Municipal Code. 40 17T Section 3: ORDIN SERIESOF 1996) f5; - NOW,THEREFORE,BET ORDAINED BY THE CITY COUNCIL OF THE AN ORDINANCE OF THE ASPEN CITY COUNCILCi 1/ loin John L Mayor That the City Clerk be and hereby is directed,upon the adoption of this CT'OF ASPEN,COLORADR GRANTING A - O(Qa, Bennet[,Mayor 1y 1 P 4J ordinance,to recto 1 a copy of this ordinance in the office of the PitldnCounty REZONING FOR THE MAROON CREEK SUBDIVISION IN '\. '(�G. .N9"ii:"i4,4 O.A7TES444- Clerk and Recorder. Section], CONJUNCTION WITH ANNEXATION INTO THE CITY OF ASPEN , Q • &2 - e$p. L' 1-'8:ft-: : .d_- Section L That it does hereby grant rezoning of the Maroon Creek ClubSubdivicion,the - t 4 F,� ,,,a�.' J.1CYi�f/at_ Pfister outyaml,the former ARU Facility uutparcel,and the water tank panel b WHEREAS,pursuant to Section 26.92.020 of the Aspen Municipal Code * IL ij City Clerk •R FeKO' ^"'h,City Clerk If any section,subsection,sentence,clause,phrase or portion of this ordinance is follows: the applicant,the City of Aspen,has submitted a request fora map amendment ,\ ., for any reason held invalid or unconstitutional by any court of competent to rezone the Maroon Creek Club subdivision,two Pfister parcels,and the water jjurisdiction,such and such holdinghail not affect the validityofthe cermet ARU rad%ourpanrl tank parcel in cornjunction with annexation into the City of Aspens and \ �Aa provisionsPf.errOutprcel _ remaining portions thereof. Weer Innis Isnrl cR WHEREAS,through the development approvals of the Maroon Creek Section 5. PUDOverlay moll N end d numbered women Club subdivision the developer agreed to annex into the City of Aspen; 7a12 Ineosed ow vowY WHEREAS,it is the obligation of the City of Aspen,under the Water This Ordinance shall not affect any existing litigation and shall not operate a an 1 n RR Service Agreement,to not divest or diminish the land use approvals or abatement of any action or proceeding now pending under or by virtue 07 the 6-to RASA developmentri ha awarded by Pitkin Court for the tin their entiretyOtt 6501 YAM ttlttt RSPEX, COL015DO I1611 ordinances repealed or amended as herein provided,and the same shall be D A11 and has therefore maintained all existingCord project findings,written 1 T 1 stair a 5 art 5 IF 1 9 7 0/9 2 0 2 9 5 0 conducted and concluded under such ordinances. County en grant r he prior or . interpretations and amendments for the subdivision granted prior to the Consultant 16 RR annexation agreement;and Section 6: 17 RMFA 10 RMF-A WHEREAS,to further clarify the approvals and the intent of the Water A public herring on the Ordinance shall beheld on the day of November 25, 01:a rut Service Agreement and the Annexation Agreement,Exhibit A defines the 1996 at 5:00pm in the City Council Chambers,Aspen City Hall,fifteen(15)days 46-es R-15A following definitions of the Pinkie County Land Use Code that shall be utilized prior to which fearing a pudic notice of the same shall be published one in a 0C for purposes of determining height,bulk,and setbacks within the PULLnewspaper of general circulation within the City of Aspen. s1 am^ DAAP/SPA 52 AR Accessory Structures INTRODUCED,READ AND ORDERED PUBLISHED as pros by law,by Basement the City Council of the City of Aspen on they day of a 1996. t-c I' Building Height N K OS Floor Area(FAR) wr /F L N OR Setback WP Structure TA T-U 05 Yard �`1TE 1,• ''._ John ,Mayor Yard,front,side and rear a Section 2: .ATTEST. WHEREAS,a duly noticed public hearing was held by the Aspen 'Fxc4 E A L The Official Zone Disttict Map for the City of Aspen,Colorado,shall be and ix Planning and Zoning Commission on October 22,1996 to consider the hereby amended to reflect Muse rezoning actions as set forth in Section 1 above p'_�':�' ` application for a ma amendment and forwarded a unanimous recommendation • 4 orb,City Clerk and such amendments shall beprompth'enhred on the Official Map in 1111111 1111111111111111III IIIIIII IIIIII III IIIII IIII IIII • accordance W th ,i.,n 26.78 30.11 of the Mani.-ipal Code. of approval to the Aspen City Council;and x805/15//NT MEW 0X INtNa FINALLY,adopod,passed and approved this-2S day of a "'1^�Q� IIII1111111111111111111111111I11111111111111111111III WHEREAS,the Aspen City Council having considered the Commission's •.( • ,1.wDewxewPlxtx nNYeERK IIIIIII IN IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII recommendation 19% 442u I5i/lima o e a x eORDI ORDINANCE COUNTY CLEAR fora map amendment ata public hearing on November 25, NN28 05/1S/1007 10:56e ORDINANCE •. 1. ,1wDewx6MPIk1« aayRERK illllllI lllllllllllllllllllllllllllll11111111111ln 11111111111111111111E11111111111111111111111111111111I 4b42e 05/13/19997 10.5W MnCININ COMITY CLERK 40142E 05/15/1997 10:5BR oRDINOKE _.,..„ n a m x a Pt 1x a of 14 R 71.00 D 0,00 N 0,00 1111(1N COUNTY CLEW Issue: d Spaces below natural pate for principal single family and duplex residences:Spaces EXHIBIT A below natural grade,up to maximum of twenty(20)het in depth and which include no morethm 2018.12.21 PERMIT and kitchen army recreational amenities iwludag but tot Limited to pools,health clubs,exercise asingle gory,are exempt from floor arta d. All meaner.oa shall be made vetually;i.e.,that each point of a roof shall be rooms.steamtooms,saunas,massage moms.Mowers,linen storage rooms.maid service areas, calculation up to a maximum of4,000 square fat of floor area Floor ata below nannat grade measured to the point of grade which is directly below it-vertical and plumb.Roof points which ACCESSORY USE or ACCESSORY STRUCTURE means acre or straeoue that is a Fro;ecdons into mqultedyads.Yards shall he unobstructed from the ground m[he laadda)gust storage:storage for which exceeds the 4,000 square foot exemption provided herein shall count toward the dculxuov are nee a the exterior of the building will be measured against existing grade only. avvtllyaodoolmaiy incidental to.subordinate Iv and devoted primarily to the principal uum sky except the following: condominium unit owners:ski lockers:loading and unloading desks,servia elevators,trash smtcome of the premises:doors Oct change the basic character of the as determined e S of allowable boor artsHmy pan storotheraoteowa maandsronge;mdcgoed boofloidars tsled.d motareas upon far the foregoing. wife pre oat All other uses located subglude may be exempted from floor area calculations upon me of the below gads spas is exposed shove wtural grade(sudsy walkom basement,walsm a htlimab chimneys. t(10). similar strucoues shall wrexced the prinmp0lvuaswcnue:ufort,cote to purpose of the uremanawe I) UDwveted pomha,slabs.patios,tertxa walla,steps,rea®ng wals and similar Wn s�'al courts;the entire below grade area shal be mcblded in lbe floor ara dculation;except that Ptamibed heightlmds by more than Onfeet(10). used:wsmbma othe codart canveniaa moaessiry of the aaupma of Ulm principal them smmmes,which do not exceed thir:y inches(30")abort orbeiawnmural grade-No resnic05D; recommendations of the Planning and Zonio Commission and they d window wells andone egress area as maim mused:and a lased to the lose lotmioonguse lots mderdto ameawnershipu the g 8 approval of de Board if f Water towns,mechanical equipment me or the me to be accessory and subordinate m de principal use.Review criteria to be used in required by the Uniform Building Code may be provided without affecting this exemption.The egmpmenL solar and similar [shall principalpermttedmlRinne evarshadanch the principal amwedtoaandion events 2) Fences,hedges,berms and walls less that six fat(6')in height are permitted within determining if auu u accessory and subordinate tome principal use are as follows, foundation wall a footing may beexpmed ode minimum degree required to comply with the not escad the prescribed height limit by mote than due feet(3). otherwise permitted mine Sow dismct in which theohe pripal uu islaaudavd iv m evert shall yard setbacks,except on comer lots where no Noce,attaining wall.hedge,berm,or similar Uniform Building Code pertaining m famdadon assay cos buildings ain be established shall F6 npel use or smcmetaahith iris I) potential impacts generated by the me; dal ahhoul a]iatin this ex® on.U m ten g. In no event shall any sbamre,including antennae.chimneys,flues,vats,water accessory. eetory Provided with kitchen or bath factiiues abstraction shall be erected or maintained which obstructs traffic vision:nth on comer Ids shall soy design B P° p (10)peoem of my padmdar betow grade war towers mechanical equipment. sudciea to adder dam suitable for permanent residential occupation. fence wall hedge, or similar he erected or maintained which exceeds a surface may extend above natural grade adstlll he exempt from the calculation of floor am so W P equipment and structures exceed aatDmg 2) the mount of floor area invoked,including the amuse of spars above grade ro be above existing or finished grade,whichever is Ioaer, height of forty-two inches(42")mususedfrom meet made within twenty feet(20)of the comer. made available for the principal use if the space is m.o.: long as the finished glade covers BASEMENT means that portion of a smcme fifty percem(50%)or more of winch is the surface that would otherwise be ezpmN.Ganges up to seven hundred fifty(750)square feet h. For the propose of measuring holding height any individual building componentbelow mural g rade. YARD,FRONT corms ayard extending the fall width of the la.the depth of which u. 3) consideration of whether the me will 6e used primarily by occupants or widens of may be incorporated into below grade spas andshall nee affect thisexcmy exemption longs the only that is locked within twenty(20)feet(as treasured from any point from outside wall 10 outside mead a the least horizontal disance between any point on the front lot line and point of the the project or other persons in the community. saran of building so exposed are directly related to the garage svucmre. wall)of the principal structure shall be considered a part of the principal srmceue. BUIIDLVG HEIGHT means the maximumdistmce allowed,based on the felloning smucoue or use(such distance being referred to as the'from yard setback"). criteria Above grade balconies and decks Consmaed in the AR-1 Zone Disoict including thou e. Ganges and carports:For the propose of cat Waring floor area ratio and allowable FLOOR AREA mans the smv of the gross horizontal surfaces of each floor of a building covered by a roof or floor above,shall be excluded from floor area caldtdom when the area of floor ana fora la where the v residence,garage and [floor area f L On Pitched Roofs: YARD.REAR meansa yardextend'mg the fall width of the lot the depth of which d such balconies and decks u less thin or maximum principal is asiugle family .port wsmrnue,In cycWanng600r sat the cola apply: measured as the least horizontal distance between am ton the rear la line wad t of the equal to fifteen (15%)of the allowed floor auk all area of above decks and balconies shall exempted up o a moron m of p01° point percent grade seven hundred fifty(750)square feet On a Ire which contains a dmlex,garage and carport floor agI) There shall hew mid-point of a roof which exceeds t e prarnbed height above mwtmor use(such distance being referred to as:he'rear yard ne as the the event oft over fifteen percent(15%)of the allowed floor area shall be included in the floor area General: memhocrata all dimensions shah he taken from the outside face existing hicheva¢lower.The mid- of roof ma is area shall be exempted op to a maximum of five hundred(500)square feet per side.Al garage or of framing or other primary wall members or from the center tine of walls sepanung adjoining units g gradeen porno pointw triangular la the owner shall designate one line a 5e side and one a the rear lot line. in excess of the exempted halfway between the top of the ridge.and the avenoinx The ave-point R that point in the roof capon spew mP of abdd'mgmpodav thereof.Veaett place which isdirecdy above the outside of the nall below.hi the case of a covered deck or pito. SETBACK mews an open spew it grade between a=aux and the property line of the area shall be included as part of the residential floor area ululation.When a single family or facades up o eight inches in thickness shall he excluded from the calculation of floor area:that the ave. n daldethis point whim is directly above the side force of the structure.or thus - YARD,SIDE means a yard extending the length of the lot between the front and rear yard lot on which the stacmre is located.Ile setback shall be unoccupied and aobsvucted from the duplex dwelling exceeds the allowed floor met the exempt garage span shall Ix redwd by - portion of afacade which exceeds eight inches shall be included Fueplaces,elevators,sags and p0 t y a setbacks(a lot line in the absence of yard requirements),the width of which is measured a the ground upward,except for fences or as otherwise provided In this chapter.In measuring a setback. subtracting the excess floor areafrom the exempt garage space. similar features are included tothe floor area on each floor. far(3)in from the edge of the roof.whichever hmom restrictive. least horizontal distance between any paint of the smoture muse(such distance being referred toes the hontonral distance between the lot line and the clmesr pmjecuon of the principal or ocessory - 2) There shall be no pool of any ridge grader roof peak.which exceeds the prescribed die"side yard setback".In the event of a triangular lot,the owner shall onekflt a the building shall be used f. Crawl Crawls shall be exempt from the of flow ata even if - b. Roof overhangs d decks:The floor area of a building,5.63gwte l grad spaces cop gs an q horizontal thereof,not height above the existing m finished grade.whichever is lower,by more than Eve feel(5). side and the other athe tear lot line(Otd.95fi 398,11-I3,1995;Ord.90-I6;f4) exposed above natural grade,so lmgade height of de crawl spew dots votexad five feet six provided with SYtmmdingaariorwalls 5h�mddedeaaaadadehm;mnalpm;adnn of 201 CLUBSIDE REMODEL STRUCTURE mans anythingess sad nso insaued.or s which whim tot location inches(T6"). roofs or floors.when the roof or floor exceeds five on the ground It includes ruts and tepees and movable buildings which can be used for housing. 3) There shall he noeo Exception winch exceeds the prescribed Bergh[above existing m husimas commercial,apiculture).or office proposes,eider temporarily or PelmanatlY. (5)fat These mhiteaml projections are exempt for five(5)feet of the perimeter of each story of finished grade,whichever u lower.Exception ro this u if the ridge lines which extend to the amide 'Stmcma'also includes roads.walkways.paths.fences,swimming pools.tennis courts.signs. g. Attic space:That portion of a.space where the distance between the floor and the structure.Architectural projections may projat up to ten(10)feet and still be exempt so long as fart d abulding to form a gabled e will he torm he pamitre the extent that they confo to(2/ sheds and other accessory construction.'Stemma'do not include fences or walla used as fences ceiling exceeds five fat six inches(5'61 in height shall count as floor ara de coal Perimeter space above. 201 CI ubside Drive less than six feet(6')in height,poles.lines,cables,or other transmission or dutribudon bellies of for a floor is less than or equal to the oral area allowed for the five(5)foes exemption.This Aspen,CO 81611 public utilities,bin shelters less than 200 square lett inslae. h. AR-1 Zone District Fathepurpose of calculating floor ata ratios for Iron- exempooncanoot be used to transfer space betwm floors. b. On Flu Roofs:There shall bets point of a flat a of which exceeds the prescribed mid ntial structures in the AR-1 Zone District tubgrade space shall be excluded from the floor height above the existmg or finished grade whirhver is lower. area calculations when such subgrade space is accessory c. Decks,balconies,saiways and similar feazoas:Strucnsa this exted thirty(30) YARD mwnsanopen hickuunacu dead unobstructed from the d to and subordinate to the principal use of the build/0g and used for subordinate,secondary mimosas. inches above natural refinished grade.and thazmvm covered byamoforarchiranmll projection c. All nob within amWti-rwfbuild'isg shall confommdae eaodards. !P�w fad ground from a building,as exempt from floor arta skyward except as otherwise provided below: Such ear;sdhd subgrde space shall include mess used for mechanical,electrical a heating 0 0 fl7 h c axe utility spree: for up o fifteen percent(15%)of the maximum boa arts allowed My area in excess of fifteen • u Pig garages:required employee housing wits meeting Uniform Building Code requirements for percent(IS%)shall be counted coward floor area. �� 1111111111111111111111111111111111111111111111111111111 Rnheradespace:kitchensandemployeeremotionmoms;meetingrooms,auditorium,banguet111111111111111111 I 11111111111111111111111111111111 NN2a 0!/33/1091 10.5b OROINRILE ��2"'/ 9 -� Ib131 D3/ref/I0 D 0.00•II ORDINANCE.0INTO rooms,convention space,banquet preparation IIIIIIIIIII IIIII(IIIIIII IIIIIIIII II IIII II 5 4(14 R 71.ne D 0.00 N 0.a0 PITXIM COMf0 CIFRK 404420 05/15/1097 10:5Ta DROP** •e(1/A il.a D 0.w X 0.w PITIaN COOKY CLERIC ZONING 111111111111IIIIII1111111111111111111111111111111111111 404421 05/15/1917 1.:00R 0,00513E 9 of 1/R 71.00 D 0.8D N B.BB PITON COIWII 0.E8f 0 of 14 R 71.00 0 0.00 N 0,00 P[TK]M COUNTY CLOW 404420 05/15/1%7 10:NIA ORDINANCE 7 of 14 R 71,00 D 0.00 N 0.80 PITKIN COUNTY CLERK IIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIII III IIIIII III III 1111111111111„ 1111111111 III 1111111111111 III 111111 III 11111 APP r ,02B IIIII11111 II 10:00R ORDINANCE IWCE 404428 05/15/1997 10:58A ORDINANCE • to of 14 R 71.00 0 0.00 N 0.00 RETAIN COUNTY CLEW ._ 11 of 14 R 11.80 D 0.00 N 0.00 PITKIN COUNTY CLERI • LDTV solo avers netv01.orlram R121'RA4'KR oeruax COONTY CfrYz 41140 RDS (ACRES/ I ZONING ' 1.5 2.4•)A 10.000.q.R re4dence 0..h -- yyyn,..rdexrcl,«1- linsent,ext lr MI.11.m,nrN R•)n RR 1 0.11 .0.7.1.5 6,Ua.q.Ft..e.44enu erg - .yyxnre.f twk.l -_- R.IS Ire MAIMIIY.eaar.a RomMx.aM.M 1 1.912 sq. 1510 sq.h..a.Idance 14 M.n,21/3/3,ef tl.l e1Vrn.e3exrek/x ---------- Ph111 All M DA• IwMn.lu -- AP•SKI cl...ma mom M.l..a+ PROJECT NO: LINTS SIZE APPROVEII DEVFLorniFll l SRIHACK,S otNER tb5NTY CITY ZONING r""4'x"'r' 'ACRES) xw nonon cm. ,..w 21840.00 7.(1NINU IS IID6 PR..,•IN -- nP sAI nussmuanxq 49 11.303 ski fill,liking balls,ski thus AFSKI C 16 3.01 10.000w.A.seshIwe -Ny«n.vd coach, .. R.30 RR .17----rw- I.MP wir --,6rcl.gmw,e-ue•111-,r 1401100 sq en 0 x•II.T7 miss AR-2 RMP-A II IAMB IMP units - dtyektpuens areallt'd 10.000Iq Ft.Flea.Pa ell Jl units ARd I161P-A n ilia n.4P row ,Lreln 1.61Cr'sg.Is n"': nl.I _ InhRll'InwI11w016e1tltt)tCl N,nm urea ln'J In 6AEENuq well]T.wx. AR] PMRA SHEET TITLE ...tin x..e 1..4en w.es. 6.ND sq.R.residence each I)..I411n•etsre4,ats " ' � -'' R-IS R-IS. SI - I1,176 9 tennis canrlllo esautPH Mlles ^- . T Ilal LAND USE APPROVAL • 4 IM P/SPA a,,.w,. greens expansion of 30.1011 sq.It 10 u 3E30 risk. 3,3no n Ne.madame each el..Y envelope •- p-IS R•ISA Chlny Club;I.OIOIq L wales IMl)Itp. au.rx ' h--•y --• 40 nose 6.000aq./r.naooes �t ere4Nr- ------_ BOO RISA Si 4.195 49 unfit • xtweAPnvek envelope Il our lulu,l3 two litho] IJ Phil All •1a,`va dace lxhm,pins to II OK Si 41.411 ando 10.000 sq.en. • 101Mb.msoAgm 9nM uxn.e[MUM.oatmeal R•so , RR .Ix,.r. {IIN:I:-"'--"-'-'-'-" - as-al rules 6,etr0.q.h.s.a4kncee.c. 4uilA'u'e,e.h6t --__ R•IS RASA 1,197 exining.SF afhluee AF 1 RR Z 0 0 2 • UIIIPARCIL . FFI51F.R 714ni _ eaiuing SF icmklNAe WIuesO mnMCIKNIk AFI RR . • E •IIIIIRARCRI, ' 11'A1tR -. -_ .___-_-_. _____-_._-_-__, _ __ • Q ©2014 elullhhisOlxtlhiTEs. � N NUS wale/rook parcel AR1 CIdas ua coal ndn.Id ARcxmc SIGN NAG e RANK •ibis P7'' THE R6oRNnm AND DESIGN ImENl cory IrN IIURARCIh 4 D PROPEIM orbU Pass NO ASSOCIATES A d NO PARTOF THIS INFORMATIONSSION OF5LLPO55PNN A SYOEE USED ViMHI)l7OffUyT7MRE�jPM3NOO�P MITTEN g N BILLPOss ANOASmCIATrt:CisACTUREANOkIAWiIc 17,2 L9 COPY`RICNNII:LAW STATUTORY mYAND oiNERRE3ERRDRRASPEN BUILDING DEPARTMENT °roe 1170.00 DK 730 PO ell 0363236 1f/[2/93 16 0 nee. B:736 Pe 610 -_-._-_ We Tao PD .62236aV,12/93ek6n en f1T0.00 B: PG 69. p o �F S bJ?a6 la,l2/F?tk6i nl Cn v Chsek.Doc.. v1v1a naves.watxln Cory cam,We•.ro 0263236 alvi nay.,P eP.C.vvem mock,cot f.m f 1: tf Pi i10 R. Clam.floc 1 M Mal - s,pu eof dais s 1 a363R36 ftrt2/gati'a 10 R..70•Erse f R«ddear �a�"a�Mvi:Z'iitkinlDGaev C11Kk n MC rs0 PB 606 a,Pea.,norm.,oeie after will be emitted towaq °Imwmllnd 41ywn(w fir nam.rta earn tamed orinr 1.2.1. Bslvla wool..Pi xn May=0.Feam,none of the subsequent m owners will a permitted du to twain 5.13.16 J al through 45. references to-Pfister Ranch/GIP a ate'Rojml'still man and refs m'JfarOOn L1.k SUBDM810:9 DfPRON C E EK AGREExIBYT yOR MR TO AfA FOR Roaarim BaOrk appmral for larger homes where such aPPmval would in this diwrzlion el ewe•. D6BOON CREEK CLUB ARCHITECTURE+PLANNING Peam be smntnry to w moan development pan for me Project.As B. Twenty-lav(20)lots each albwi.up to ea NomaN .199J. SUBDIVISION MAROON 67Y[Cf.11B RECORDING RBQU�BY: or to the lade of an approved single f.204 lot Pearce (6.0001 swan fx of floor area per lot.The specih Las approved rut D. Tte apgovat d Me Pmjal'u ales he 5-N by we Find Pkt captioned Fuel Tnhoo ho CO is nude and hated into this dory of SANY WHEN RECORD®'BBflBBf 7b: sany Mlllhsve He on rriBeww record find deed of wnveYu�orq separate six Momad(6.003)square rel of floor am each cweist of lea.4,6 Subdivision Plat aN PUD for Maroon Creek Club(the'Final Pkt)recaded in Plat Book gored between me COUNTY OF NTIUN.COLORA IMrtka(nrrtfened roaz'Cwny'). S men)a statement m o me ma:amun allowed square footage taking through 11.19 rNwgh ll.a4.16,a]J O8.N mote NIIY sa tam in u A6c 1 9f tie til<auu rrnrds of Pinb County,Colorado. ed PEARCE EQUITIES GROUP II LIMITED LIABILITY COMPANY,a Utah limited 1. Pdchk Ronald Garfield,p 0 in ecwum Me provisiom d PangnpM Kaki)A.Wwgh F.aenvc. pangnp 21aNilp below.ham has the ngN w items tha ntaAD"IYm asa IkNlh)'company lleteineler referred w as"Porte'/. Cart W at Hata.P.C. instrument) .or um square footage of aq ore or mart or all of ones lots to six E. In Stamina tart approval,the County Ilea'.(i)M.coma.the Propoad 3. Deac+lO'lo"of Pmlttt i Gar eld tHaHyman Averle MI Mufti-Flour -mlm'-seven(3)foe corker rowMama wim a ...ad!rve humred Ib.5W1 goon fd d floor area. development u described in me Rcwlmkv ebd Vat amklpd bets and Vurdem to RECITALS .y 601Aspen,a Colorado 81611 C a+ maxtmum*exclude flour go d one hafdd fa.20 in rlewal0 IV'I0000) neighboring propene,(ii)fully and *0 de requirements d the Odin County lard Us A. Pearce.as sucuswr in inkau w Maroon Creek Tkrebpnem Cary_.owns or J. Ptpleu COrmrunim Oi V Q�O guartfd.eacleding underground gang floe aro.No individual multi-family C. EiBM1t 1N1 lots each allowing up tc n.thmusaN nse Code Ida'Cade')now in effect aM such Met fawn,mks eM rtgWkm u vuY be 4 .`� cot still earl foot thousand eyhe hundred(4,BOm guar for Floor am Wbdd(S,SroI quart fat of noon area per Ion M specific lots applicable,and(ii)°"99' condition and requirements m mart fully tat toed in red is the lessee of amain col pmpnY Ithu'PmperY')which has received approval from the q, Floor Area Compliance Pm Jute Nwlatkm for 1.tan u shall Col emu a of.e empparkion All Parting for approved for n.mwlaed ore hundred(5,500)gwrt feet of now w Reealunom which conditions and requirements me Carty d.mveauauy w Pm.promote Board u(Count Commissioners d Pthi C my ColoMU("130CC-)of f Ranch d" / parking untie Pull M ubdnprou.. Bemuse of the ewmpion of et be each coma d ku 32 tNwN 39. As mere fu ly sa form k IM and enhance tan puNlc health safety and welfare. Gulf/PUD forme development of single family n ire Nam to M r redo iced. 6 Civil Evgio.rtng Dnwwla ( IS-2 - to the from noon etw car0UW.q the multi-family. shall not h 1entitled.... Paragraph 2mNi)U below,hats his de nigh w aromas the maximum a championship golf courts Canute I equate M0u8c lead& i s P0,I M ' g * 1 to the Yv[v Wdd flfry(T30)quart fool uemprion for 9ngrade prkin6 non area guars foo10e of any one or more or all d laid fora ro six F. Under the aumoriry of Sedan feki d the Code,me County k muffed to Greed Champions Club,and emplgne O'POE0,udu(M1eri fat orc"Kola) sMwn m 6. Public Area need trail TttPraswco• #' a. strvrturts IlwlaM 16.0001 part Ion of nom a.. uwnrces floor sea mature hrzinner agreed w will ore hamrl01 Pctf^^md%Pearu or me YUU Plan for abe Rvjat uptiord"Pnna 3'g 81f IkuilN Suhmiuion'(ue'PUU "(. IL harte'e sureswn and assigns.Para a willing w emtt iJ this Mrtemm and provide each Ptan'),murded in Buck 65]n PaBc l2]d me oral nuts re.mds of YiLL n Cwnry Culatlo. 1. Uedvpeua J R9ada \ (I,,) Empl%.Hcrukg on the turd side(d thin y 82,a cmwkx D. 14uce shad Mve tM need b a61 up,o Rare 6rdd(SOOT m flu Canty. amd amedmcros themo rzwtded in Back 65l a Rge 387 of ore teal eswe tecJ,of Yinim .11- oomIWN of Mount.(39)anti hwll rental unit luring tlruteee(IS)o. guise fro....of nmr am ro any me or more a all of Oat bat approswd far awnrces County.Colorado. 8. Muoaa Conk Pedcavkn Brdg U)hwy82urvtsmeertal l3)two(2)for rMeu m6rn.m(13)W.(31 et of mwu0oue.6Nens15501 or Jxugh 3,(6000)guan WITN�� m(Me-Reaowlwm'1 -12- Eb Aft bedroom.its(me-Employ.Housing Complex-)and on Me mum sided f I Moor area(Iona 6 mnwlM1 11 19 mmuah 39 a0 46,a]J B, 1)app tar 9. Van Service Highway 82,orc'fa tale'rtpWxmw for flu Maoris unit. eI M additional square Image Lis h olnaim0 by milking up to NOW,TNEREWRE in wmaaaum d the premises abd w muwl wveww Mrtie consisting of()P.M County yy R� 8J y captioned R son of tau Board of teen thousand(16.000)guar feet of me ore h..font eight contained.It h mixed m follows -1Y County Canon f Mein County. N Approval of General goof 1. Van S Bat Sop @) Caomrtvl twland(lap OCO)goonf.l...fortheto0Moux....'To 1. gs)0430 TM mmh Mlotrb above vrt iprotporad herein by this rtf<rtre fa Subdrvkw IWI EnvironmentalHazard R goo Fameswhtl OverlayA< -p} ate ea...,guee r 8 -iron.there shall M a curreyv dues I I. Grading J taabwly St(BD1VL9iOX OrQWV�1BltIB A(iB�R6R'TF!OR (i) Addition ofibitty mwued one numd OO,IW)gartfd t0 this rMerionmmeroWg Is,aage lowed roe ateu.20000,wwtum and make pre of the Agrtaeent Each Camay end Aim ngm thw tad tmlu6 art Planed Unit' opm aid Re 1 Pf rIUrcNGoIf ApDI'u l0v naoNed n 43- MAROON CBBQ CLUB aiuiN Grand Champiom Club,nmwdua full urvke golf cNbluue,tan No ore simile fun..dull Wilke man man fare 6dred 15001 pan rve and wrnct In One event duty conflict or mcO,autenty hs<w.m ate tam provisbm of Book 6S9 a Pnge aTl d me rule ( 'an Cwmy.Cobrrdo,l'1 Pi k rwNY 12. U1flOio (hags'P6Ye luaddGar) 1 Detasd Submission a at erdmenu Rewlutbm 91 l l l cantiooed'Rees r mC&uN of Cwmy Cammr b f Pnln swtagc.maintcrumx rattily and sock bmmal(wry house.This wdi0onofminy fro for aeanec of du sown tlrouuvd 116.0001 roof gout fat. c9bdnioru of me General Suhnwam approve, approval, Count Colorado Granting Approval of Ikuiled Submission for Sue4 Intl 60S EAST RAIN STREET ASPEN, COLORADO 81611 mnuof r one Wndred(30.Me punt(ski deludes six onueaW(6.)a square ...ages may.cownrcd mtlkr.any of rha floor aro sq. reto,PUD Pun,amendments Memo o Final Plat the lad of tad approvals.plan or F'County. olo adord Revues.Scenic of De seed S Review,Planed Vat I ision. 1 ^_1,M -la- fm or replaccmna from Me Tieback ski area(Romeo's renwam)and Mee footage aMry W ale..w Mar pankular Ion.Les A 6.11.19-31.32- amNmwee Memo shall govern aW cowrol. waning.Special Review Approval for Relocation of she 42 Radio Tower.Ion Line I3. Wiser•r•�+ IT)9]0/9 2 B I J S 5 Cr)9]0/9 S D 2 9 6 D amend woM1umdd 19,200)vPue fatdrtplocemmftam me A....." l9,an W a6a8 oral mourn snarled ganger any. Deaxld a . . -la- rem.M the a...meet shall.one Wtdd 1t dOra)quart fat,eight 2. Dddabnof P...The Ame.d Derailed ManWkn a .',dab.ate Adjuwrcra with ate ARU Mope,Sarni aid omit.Submission to the Lot la. -oral Survey Consultant thousand(B.00m guise feet shall M allocated w rN1 alon8e and maimemrce amcld garages may M wwtusd m all nngk family bat in this Project (allowin6 ekmma: Amedmm'Pones"of flu Applirnion W Amendment B o Me at Page 06 Area Messer Ran .14 facilities J up to one mouaed two boomed o.200)square fat shall h Cuter dun Ws specified in me pre..senesce. far the ie near gaion of I f Applies.d Amenorded in Book 65]at Page 3 lei 0l the col goon I5. Fimrckl Mumma all.ad w w enact buMlfw0 bouts. E. Frh of me f00 0*rill simile family less to he dal Residential Macon density pre set(r)h..matkeluwtand cot%am rt..of Pam County.Cobram+.Ilid Mein County Resolution No.91-112 granting mu. .Ib developed shall be eligible for an empb1.unuker urea auk.m (39)mulri.fmmily employee homing rzma wiupws One(U tale family employee ale amerdments to du Detailed SUDmiubn approval worded in wok 657 a Page 3M d the real Ib. Certificates of Oa+PmuY lii) LTtampiwddp eighteen LIB)hale golf conrse. mow oral approval pursuers t0 Section}8.13 d ate Code. wn.l estate moms Commissioners Pinin Cwmy.Coloradoit.Cou,Ilvl Resolution No.g 226 n orate Bread -16 of Cwmy fPininCo al Rain CawY,Colorado Granting 9.1 Buena.tembo for the Mormon (ifil Addition of one hawed fifty nine(159)pammg epees a GnM F. Th Cwmy agms mar con of the agave foougea albwd (i) Single Family•forty-too.(I)Male family for-maker bat w Creek Oeswbpmeu Corporation to Submit the Foul Plat for the Mwcr RarcNGolf Projar 17. Impamemmr Mad..Agreement -Ib be developed u follow.: Recordd Italy 30.1992 in Boot 6M at Age 881 and(v)Pain County Resolution No.Q37_I0� Lodging m Club. ion 2 ill Se ren on any of the tom mrte fall f name f r.sat family Braining Finn Plat approval recorded in Book u Age x�of me real mute reels of 18. Rena.0000006f CM.Y ion will heircreue5 wxbwt de wnvdmmna of name fora successor A. Ekren(11)Las tech a1.i W to tan...00,0001 N Pinin County.Colorado. 19. Noun ICI Lodging gm Y for purposes,baying been font obuird.M guise f.1 9f Floor aro pr W. M slecifc lots approval[a tea dwidng apeoval d me Detsiled Submissd W anehtlroems tau -16 C- W tcl from'Pfian RarcNGalf•ro'Marom Creek Clue'. All JD. Veaed Rstla ,< 3 y am of tie PmNn was c srBN 48- 21. Dermal provisions 6363236 11/12/93 16110 Pee a170.00 BK 730 PG 617 11/ Silvia Davis,Pitkdn Cnty Clerk, Doc S.00 ,., _•,•,,,,, PG 6f6 -- w.+ [/y5 16.10 Rae f170.00 BK 730 PG 612 4363236 1l/t2/93 f6r10 Rec`fer0.00BEK 73D 6363236 11,12/93 16:10 Rev$170.00 BK 730 pG 613 Olivia Davis,Pitkin Cnty Clerk- Doc 1.00 03f p363236 11/12/93 16:f0 Ruc f170.00 SK T.TO PG 613 BS ivfa Davis,Pi lkin Cnty Clerk,Doc 0.00 golf course belwan Puree,the County and the CITY of Aspen. In The.even Of any Sylvia Davis. Pitkin Cnty Clerk,Doc f.00 Si I v 6 am s,93 36e f 0 Rec f.0 1.00 BK T3°P°(51� AgremOrithemtdmiosofsuc between theprateagreovisions ofsuchsepareknandcontsandth13 Silvia ryavff,F3tkfn Oenty 'Livia Davrs,Pikkin C ty Clare.Doc f C> Agreement,the provisions of such separate agreements shall govern and control. for Relocated Portion of Govemmee Trail"may be folder relceakd easkrly of (i) Twelve(12)sane nine h nd five sixty (d eighty are f equate feel foots floor area of all towMvl oo m le family homes that have oh/ined homes and/or townhomes shall be entitled to appeal m the Clean Air Board for additional each for a total of six thousand Dint hundred sixty(6,9D0)square fee[adjacent [he Project to cow«t with die ddkared lit On Conwon Parcel Q which shall square footage requml a provide p quality°°pdC or attached to die Grand Champions Crub. T. Underpasses and Rods. conreclio^to Government Tnil.At pre time of this mnber relocation, Hats ck p parking lots all accommodate to the ate not le set forth a hundred Resolution-one( ) building permits to date.Each time Pearce shall single Certificate of Occupancy for fireplaces if such owner can idea Ian which ctn.less aftN. Bro G.vernmem Trail as it crosses Lots 3,4 ad 5 and Common Parcel R slap be Tieback spaces. kin Ipeoe�halhall be pe[m fled to request ss alhe BOCC scd roe this parking any of the townhorllu or single family hams.Pearce shill also provide to the Platud"g (a) Pearce shall construes a pedestrian underpass for purposes of vxald. re9 10000e basil°^cha'.nBed m msances. If the Mormon Creek Pedestrian Bridge Ii 10,a certification sacred by a licensed single tamect ly ode individual Co 0l0 II w rPock or dull dumps the Environmental Heal Department shwas of the 3 project Construct pedestrians in the vicinity of the employee housing complex le serve as mate described in PanBnPh d below k ecnullY c°m1r°wd,'his world be wttsiaered a floor area,u built.(m each towniwme or sinHle family Dote for which a Certif k of wask,waste rack or mils dumps be encountered during the excavation phase of ore accommodating lin PEua ry P lacatiom described M 6(d)(i)and 6(d)above am appoz' p do (gyre by the Occupancy is to be obtained and the aggregate flat area square footage,as hilt.for all project.Disposal m such materials off-sae is discouraged due to the possibiltry of the a re link between the Owl Creek Dike path and the AABC bike path.Pearce slap not (iii) The re 8 purposes of allow' parking requirement wwnhomes or single family homes,as the rase may be,that have previously obtained excessive heavy metals being present in ore soil. This is particularly pertinent to fill (a) The Project and the improvements provided for in ibis Agreement will be k fiwl alignments as agreed to by clan ed circumstance for allowing review° l be ISSte: Hi required m to construct this underpass except in conjunctionaeonwith the housing widening le Stale l.cationo ad may ho adl"sted to accommloda BOCC. Certificates of Occupancy.Square footage Floor area computations made in connection material an the site which pas been transported form the Lime Nell Ski slope. constructed in phases. Pearce and uhdukt(the'PIa5111g SchedUllettt")a lnikchd Highway 62 into a team lane highway in de area of the employee hollsin6 complex and Perrce,dhe Uni[ed Sates b°00 Service ard odor necessary o5vlersbips. with issuance of a _of o arumed genmally in accordance wi provided flat any necessary moments are obtained by the Country.If this underpass is ad south sides (b) Pearce shall construct three wNk[rails.The first will be via the existing a%townhouse r sing edam Permit shall be the square c!mane relied upon in wch (g) Parce shall plan construction activities and areas in a mama that will hereto m Exhibit"A'which contemplates a M1rMwt of du Proj«t,.her than single 2Q $, 2.2 PERMIT pThi cause buds at the expense of another agency such as the Department of Transportation,Pearce (pT Dating le winter oNy de rvice auto oar nit y Owl wim lorattom tail along that pan of de west side of Maroon Creek included within the Propewards de subsequent comWtavan made hermeder. as lime disruption as possible o the Sum NighwaY 82 traR. family loss,aro lake don the Year 2004. This Phasng Schedule replacm tbe se u shill apply the estimated cast of the underpass s sal ford in Exhibit"C"B dge of Hinbwa7 82 oo,p,made ava4,01 for cro0.rmntry Sen f toils shall avoid n0ldic trail will extend from a porn[on the east boundary of ore Pr khxk hats approvd by tee BOCC ss Part of Resolution No.9i-112.The Phaan6 SN'Nuk does Agreement as additional fulls towards do cost of the Moron Creek 1§duvien Bridge yg05((one year to ywr depanding on scow condition Senn. o� Awws to dhe Aspm Nordic Center at the City golf course and Urn southerly (b) In addition to providing ore unifications described in Paragraph d(a) (c) The historic portion of the loam on the south side of the Project shall not no[apply ro the development of homes on the approvd font-Nree(43)lots whkh as 4900 bId in Paragraph 6 below. g areems,nets and odor man-made obsacles or fwalas M U1e Solt rot1 The second romk trail will a a[the south end v the Property along de above,each time a Budding Permit a06 0nti0n is Bled for a single family lot utilizing ma(tom blic wads.Each wiener the f location parking area. a%of to townhouse Boor area foots e,doe Amhiket's cenifration shall also be demolished.The Dam may be moved imam or disassembled and moved o another development may aka Place at any lime ad shill cot be subject to tie bah one will shall be via desilpad poi pis 'm bats of the Buttermilk Ski Am to provide a e008032ro to GovetnrneN Tnil ad Owl square 8 location m or off the Project. requirements of Uc PhasiTlg Schedule.SubsaTMial atnendmema to the Phoning Schedule N) Pearce shall be responsible for do construction of dlo Sage Road/fiehazk of the noMk tails on the golf c0uru ad auxss lert0 shall be subjet o the approval Cmek toil. The hod tail will be de rebcakd Aryan Airport Bmivess Center fnelude:(p ore townhouse Door area square forage being utilized for that particular set fo°h on Exhibit•A"slob be approved by the BOCC:however,k 4 00 007 Road underpass n the Final and roads(6.e.Nord Uw Stage R Rood and South Underpass of Pearce. ('AABC")mil on ore smI side of Highway 82.Pwrce dull oNy be respomiDle for homes"ve(II)all townhousesquare footage utilized w date for single family wmesftm, (i) Pwtce shall comply with the 404 approval for warlords disturbance from amtdmena spoil be approved by 000Diremor of the Piikin County Pan^inB Office,(the Road as shown on de Fwm Plat)that connect new Sage Road with new Tieback Road. thecomwtlionof rDe vails s 100 00 000 Pl.Pearc II I04 kdon Uc ProportY. ud(Iip the aggre8ak townhouse square footage remaining,taking into account all square Ihp Mny Corp Of Evgireersaz ood! nthe Army Cote knee wim condition dated "Planning Director").Where Pearce is wabkmadhere to the Phasing Schedule or any The connecting mrng rods will a designed finer,nomodak minor vehicles,includingxisrg fateno- (() The existing bike pill aloel the roM side of Highway 82,e'''ones Tbc Parties recognize fort Pence k rot tie Owner of all lads requited to make tbe troop utilized on single family Mnlmites to due. March 19,1991 and enacbed to Resdution No.9O-I Il ss Exldbb'E'. amendments thereto. here a approved,such adhere to the P shall not. resole in any cats,golf sons,pedestrians and in the winter,noedic skiing.Utilizing the existing Sate rcferted w 8s the AABC veil,will be rclocad 10 accortsmdak development of to pptahpption to Govermnmt Tnil roe slap Peaace its required m nbkin steh odder lads. nde ass SW..shall be designed to will retain on the north side of Highway 82. The County OvpaPssseS,utderpakxs or oiler oo-grade aoMtias at the pax m the Tiehuk portion (c) Should arty of the certifications required f"Paragraphs 4(a)or a(b)above For all buildings within the Project,building heights shall be measured loss m abandonment of any pr°l�aDP'°vak,inchding Orownh Mana$tnlelR one of Colorado highway right of-way St u rp 8 project and as relocated n of the Dike pal soul of Sate indicate that a%single family homes or wwNurees,individually or in do aggregak. (j) 5 km alltica[iom tar feplacemems.In the evert of slch^on-adlkrtct•Ptarce shell be swvuwdak any furore widening of St.Highway dad 82 d o the Co proposed. The nDoin.w the right m require Pwtce to relocak. ho,.. of BunemaB Ski Area shill be Provided by Pearce for noedk skiers to cross roads.In exceed the allowable Boor area square troops tat ford in Paragraphs 2(a)(p A through pursuant o Code provisions in effect at de time of issuance of Building Permit soil the Ys rd m obOain approval of an amendment to no Phoning gCIRdWe from either the nrce009 rand will have a sixty(Ii0)foot right-of-way and except where it crosses the which relocation shall Dethe winter,the g ry,soy wi a udtt d1e circumsutces. y(60)a shall t-dedtcakd a the Cowry.crosses sses the Highway a wst of the Sedge arse tB ins area shoesonnho Final Pkt ...... omd silk maimzi�lby die provided m Aspm✓Sf o Cords Nordic tCouncsh,droac.(dk D d l'a A rcemcnt.the Court withhold ismarde of the Building Permit or ill.exception lamed in ElaliDit'C",the Bulk and Area Chart.Note N210 Resolution No.91- kBGCC or PlaMivg Director,u approprl+ra, Sate in Colorado highway he Y• consmmtd over Golf Course Cmifncak of Occupancy.b as the use may be,for such single(amity More or wwnMmeexcavation to underpass monde and djacem cress(i.e.Parcels T and U as shown on do also for Funk AABC Bike Pal end Tnil'. "Noedk C.uncil')or some.her appropnak war-profit rntilY that is subjtct to nhntrol exceeds the square footage until square footage arty The Resolutions provide that no vation or demolition(including Plat)will be dedicated to the State of Colorado for State Highway 82.Poke may Try rDe Country.Ncne of dhe senbg,g[ommifrg m maieenarce of tONk tnBhall�bee for suchstructures bhesn resolved. toots I Use allowable form 0t) prior to issuance of a building permit for any Underground parking (b) )or 0 types enter into and adjourn with red State of Colorado allowing for upgrades fin,. the underpass At such rime us the Coue5 a able to secure rwessary bike 0semems de kspo 20 RO of Pearce. Further,in the event of a%usage o structure,involving I)o underground pairing or lwinlmarce areas,a registered ventilation demolition of to Aspen Country Inn and Park Meadows that of building arvmure afd and t areas incldin,but rem limited to specul IigMing,flvtsh ma[enals, (6) f the Pro rty ba flu ryas ss a rordk trail,Pearce.all trot be respomiDle far (d) Floor area for the townhomes ad single family homes shall be calculated engineer shall approve do design w insure that harmful levels of pollutants arc not permits will be issued until the Tieback underpass/ent•rance construction schedule 1s )2Ce" B slang Ilse south side of NighweY 82 from fire wen bouldary o pa ROadlrkhack Road Unde tied in the Code in effect at the time of Dnibing permit issuance for rd inside or vend outside of the structure. approvd by bee Salt of Colorado eback C erpas entry Ibis mryikmeN has lees ladawpag and special sigwge. existing OwI Creek Road,Pearce slail form the SuBe Road/q'iehack Rand Underyass o providin6 adM"m°crow mveMg ebyach the meld sped geneHigrated fit Of Traospona[i0v of eaumt^k for and com0atr a hike Toil to wN Ion. Floor am calculations.or diet 11 o*oy s slat not include underground wlkfid oy the iswaroe by the Sak of Colorado.Dl:panme to) Pearce shall be responsible for the construction of new Tieback Rod,a red west houndary of Use PropenY•gran•. ic) Tbe new unit suitable bob Toiler andh Lon 49 may be 0 De parking.No P;a'x area alculatimc will reset in any reduction in the approved square (I) Pearce shall wbmit a If fugitive2 data Plan m be approved by the Permit No.390090. portion of which will be dedicated to the County.NI maintenance of Tieback Road shall connect with Owl Creek Rod. the dedication of a law soil wirable for had wormer and wiener use m two trails,one (rouges For the A.:jeca. Environmental Health Department prior o issuance of an excavmion or budding pewit remain the responsibility of Pearce. The dedicated portion will be southerly from the ) ong Highway P being to roil shown fin the Fiml Plot as it fmvss Lots 17 ad 32 though d0,being for for an portions of the DepartProjec0 e (c) If,in the optvion M Stork Highway U mem or do Cauuy Sh 'hwa 82 o the souther) e m the public kin to be All clew or klookd cots shill:(i al W B2• "rftlCthtlt alld ceai^ 5. Ssvil Ftmilterine Drawings. Pwrce has wbmined and do County(acting intersection wl Bak Ht8 Y Y entry P parking hmhwa imo comiberatioe whendevebping die Sp«ffic.1.1 ali 8^ winter,no die tau omy ad a relocated(eat additiom0 toil'bel"B for wLomer use oNy. 3hmJBh tic AspeNpinin Camry Engineering OstammeM)has approved Uc civil en8ineeting DepsnmeM,Cmiswetion utivitY will result in any tin+le tn�c conditions on Highway constructed w lots I4 and l5 and will have in pan s sixty(60)tom right-of-way and of die and i)be wlfatruckd iv alxundance wing current trail skvdatds adopkd by tbe CaumY All new residential galo buildings shall incorporate the following wake De Pwrce will impe:i0.d approPrale trafti any tan measures wch ti stgm,Bagmen a forty(40)foal right-of.way all as shown on de Final Plat. When the new U doe time of constru ry o kids is abtatrcd,Pearce shall drawings for son Proj«t iMaswcmre ved'ttaroon Crcek CIuD Fiml PW Submission conversion devices a d designs:rodeo(tank-type in Bushate the per Hush-ter or doe like to mbigale slrll coditiom. b pay( ctfon a.e in de case of dhe Gover"mmt Tnil (s) Provided That tbe agreement of de United Suk'Forul Service.r oder Civii EveireerinB Dra:LiCa dad e,77 .1993 prepaid by Smuoeuser,GoNon,Meyer, II M'O° Cush 1.0 gallons:low Row shower heads 1.5 Tieback Road s constructed,lazy Clair Road shall be abandoned,bskfilled and and in Plate at pop I1Nred Saks Forest Service.Toil panis,if any.as may tben be in owrersh' t necessary wet tic Projem in(fmlmcmrE k aceorNrrce soil 6a one:urinals per rcvegek[d reaction,current soil stsndazds adopted DY hall meet City of Aspen tail sandsds have the following tights to relocate Govtmmtnr Trail or connections w Government hc.(tbe^Civil Drawings).Poor«inn. (d) Both asbestos removal,if any is required,and any demolition will be wscnents w be conveyed o t1e Ciry of Aspens km my Tnil. the Civil Drawings and a%arnedvu nhemo rom may be approved. q �I A r I •pared I with Ibe Colgrad0 Sak at die time of construction.During cot aartion 0140 shall be kept open as pea 0,0 01,01 S1 Pln0 10 I0 valid permits ad will cane Y (0) Pwrce shall be .spomsible for do construction of relocated Stage Rod relmmiom. (i) Government Trail ash crosses Lots 3,4 and 5 maybe relocated 6. Public Access and Trail Intern 0000tc (a) Each time a Building 2 h14 application is f fad ton ary of the oweMmm Emissions Skrldams for Asbestos. which will have an eighty(' fool right-of-way dedicated w the Cathay. for t11e Trails deuribd in whin said Ions along a new tail labeled'Reserved far Relocated Portion of o Easernees to to benefit of die public ncessary (a) The public shall be allowed year-round daytime use of the new Tkhack r single family homes,Pearce shall obtain from a licensed archiat and cause to (p) There shall be a limit of[wea%az log fireplaces per W iMin6 ion euh ang e (t) d and(d)above,shell be evidenced ad more fully ser toed in Government Trail'as shown on the Final Plat delivered to the Planning Director a certifcarion as w the individual square footage Boor Paragraphs 5@).(c),() n Pearce and the County and soil racers 10It -T- area for such rownhomes or single family homes w be...nursed and the aggre$ak Board home and fowl.for the singlef family sand/or hall betownhdum<tkmeents the Cleano a� 201 C LU BS I D E REMODEL -!0. separate agreements to be made betwee (ii) Government Tnil az relocated to the new tail labeled Boats to approve a pl. whkh creaks feu air quality'ttnpacss. In addition,individwl owners of sinBk family 201 CIubside Drive Aspen,CO 81611 6363236 Davis,93 16t10 Rec 2170,00 BK 730 PS 677 6363236 11/12/93 16,10 Roc 6170.00 BK�PB 62! N363236 3I/12/93 l6: 0363236 11,12/93 16n 10 Rec Clerk, 00 BK o0 PG 623 Silvia avies,Pi tk3n Cnty Cluck,Doc 1.00 Silvia Davis,Pitktn Cnty Clerk,Doc f,UU 6363236 11/12/g3 16n 10 Rec f170.OU BK 730 PG b20 6ilvsa Davis, 30 Roc 5170.00 BK f30 P6 logy k363236 11/12/93 lbs SO Rec f1T0.00 BK T30 PG big Sa ivfa Davis,County Cnty Clark,Roc e. O Sr ivfa Davis,Pitkin Cray Clerk,Doc a. Pstkfn Cnty C•1 ,Doc E730 Silvia Davis, Pitkin Cnty Clerk, Do[S.provided hereunder.The he pur agrees that It will not oppose the formation ofa speck) Find Plat or as otherwise provided iv this Agreement Champions Club expansion m ditch relocations on t e Properly may issue...reBaN rk EP 0 improvement district for the purposes set fool herein. w the requirements 0f this Paragraph li(a). merman is completed.Pearce shall be responsible(m IW%of do con of construction of the (rom Pearce will he due within thirty(30)days after written 10tice k glvm by rbe County t° As shown on the Final Plat.dal Portion of extsling Sage Road from cow (b) The semmity(the"Security") o()s precise specified by Pearce la1 to County rem available ibe remaining funds recessary w runswcl tbe Midge has 0 8e D ry')m be provided hereunder by Pearce shall too 2 shelters.Tv a shall 9t ore shelters shall be fco Ice RFTA. of the (e) 16. frrtivrutu of Occumrcv.Except as aherwise provided herein,no Coif res I ()(x) @) Pwtce shall underground all utilnks in led Project wine tie exceptkn of shah desi n wch sbelkrs basil upov rewvwcduimu imo RFDA. obairea all access easements and beddmg 100 0*required ad comwmim Ass commered. gold Road to Sak Highway 82 shall be clod.With respect ro Ito' ril0n of Su of Oct shall be issued bythe C building' m single °0"'p y wl Secnm 6-4.5 a i A M do Code. regmr pedestals. B ° Uo of the brid e b ofa vehicles ex 1 o l mainlenreq hell be hihid.On Road to be closed,de County dull grant Pearce a hceme for parking,landxaping. � Occupancy County for any free meeker townMmfi bat M' le in surface graded wmfon. Irrigation, telephone and cabin and don ads, pump g y m cep purposes s pro I human fax. IIyy 1� family homes until Pearce shall have obtained a Certificate of Occupancy for the entire (c) No S«vti for mounted fire hone nd meters and similar a rtemtrm the wen side of the bridge,Pence shell provlke a%requited access easements on Common ultlties,dntmge ad roads,Bwlding roads accusing the emP%eae B comp tOSAI!Z 9 .� gas,pump or pressure 8 stations, pal II. Grad.and I, r Employee Rowing Complex.Provided Pearce shall have compiled soil either 16(a I ry any P 1«'p°bM imp'°vt'"rna shall 6e required from pump to anyParcel co as shown o^p ties all a The comepr of Pcum w the deign and lnse over of lands below,Pearce shall be entitled to Cenificam of rc(mall or ce of )or 6(b) Fearer um11 w"ant°of the frsr esavmlan,demolition ar redi requiring above grade installation. Irtigatron.crow making and domestic wake new Comifuclim m bridge s y wnlmeld or delayed.Prior (f) mainlance ad,.,,,,,the ircluding crow removal. 1«1 pore g fig Permil'tor amy ar du oat will be eider sheltered or laced underground. p) Pearce a shall vegetate all areas that are disturbed er brio hall be obtained.which consent shall"o[be unreasonably orce constructed.tM ZONING owMome buildings and single family home car nc tnhmgllya Certif k of Occuparcy has Cott off J1a Projet,theeme ahallofs o fat ovation,demolition or grad' penvits for an p the removal of a%existing settees within one year after a Certificate d Occupant o any construction,the Denim shell a f a construction license over lads of the tad structure,new Stapp Road,that pan of the existing Sage Road that has bed mrnvemees desenbed t"ExNbtt C' rtmrva)for do ssv h vum0e. P lio one a agree co Mwevto work on the lot hdl m[ underpass d the roads that connect new Stage R°ed soil new Tiehack Road(i.e. been obtained for the entire Employee Housing Complex: ttarired hereto captkned']ioj«t Publi cl (c) Anew nNtary uwu wllectioe sYatem will be comtfucled for the entire is Mee ro new wmmeCtiOn w laved,wi of Pnrce ro.lbw for woo[on tbe Midprovided. ge s rem been closed,a reprove for the provide security hiding f[e Project and will new sa to de Rodeo Tction sy e Stage Rod. The d for th Rodeo (1)ywr afkr do removal of the exulke Nnuu. hider or interfere soil a%development of the Pmjecr or adversely affect any elements of do Roads shall be d by Pearce pursuant separare h a re Ne completon tbermf ion a«otdance soil die Phasing Schedule The Pro'«aSouth and North Underpass )s performed n't°a Pro' that have already been constructed.The County shall be responsible for the Road Mainkwme Agreement made soil the County and recorded in Book f l Peg (a) Pearce may Orovide addiuoml Sewriry w tie Cmnry[0 assure completion Public Improvements::fall include inns,TiehacNSu Road Ud 3 Tmhalirc whin the Project will be abandoned and all existing connections w the GMi Ihernoha ado do Hi 82 cortidor on le nerth aide 3•v y "o11, n.within it in of tbe entre Empbyce Xmsilry Complex. In dekwking rbe amount of additional private roads,wake.ewer and civil infrastructure for entire Project including Ili free ) ng gooey maintenance fr repair of the bridal.If wmmeon,of the bridge s dots not of comm obi within ��q 5«unry m be provided hereuder and in Pen h 1 j "B BuwwiO wtdine will be removed. Nl 1 "B a%.m wau82. j«t o to contribute towards construction of ore brag,Pearce shall make an unrearided donor on of f of the real estate records of Pitkin County.Colorado. T hove,each of Poa1ce grip 6@)below,Pearce Nall nor be market lone,rownhemes and employee shell serten ma'or views of the wwnhomu need eon 1 hoesn Ye'a five(5)years form the don of Fines Pat recordation,Then in full satisfaction of any obligation �rJ rtquird o Pmvitle S«mi for the 1 p°co housing complex. srcmbtal open views of the goof worse or clubhouse from Highway nth reawmbk (g) Notwithstanding to Provisions of Paragraph (})a II P P OV E ty Emp%ce HW slog ComPkx iNlsstmCmre m 13. Wake Quality. urelY review by die BOCC so ss tat[o delay red PhazinB Schedule, One Hundred Thousand and No/100 Dollars($100,gD.W)to the Pitktn County Open Space ors Pearce A S«uriry fat a1rendY teen provided for the infnsvucNrc as pan of the Pmj«t Publk fd) Upon the l �� Improvements. that arc tom feted slap be is t of Pearce ponbm of,W Prq«t Publk Improvements B keg a erg a wa 83 fortidor as sMwn in de and of Country ukerwkdg That uNin of the road ad underpsss imProveme P gecled DY the co.' Wberc do imp«lion shows that la) All pads sbwe TMWghml the Project will be lined with a semipermeable PUD Pi iau w do red y Pearce and the BOCCBrto accomplish screening and open Board. be comtwmed whin le exiainR or<xpalafed rightrof-way for Sole HiBhwaY 82 dread the improvements are 3Dsk0iall clay or other suitable material to prevent water lot ad potential for downstream PUD PW kay be agreed to by 9. Van Service. Pearce may in lieu of and ddicariotss o tbe Country dedicate rieM f-way to tDp Sak @) The Employee Homing Complex consists of sat(6)separate buildings. approved km eodor s Y wmpled according to do Civil Drawings or other pollution.Specific techniques will be implemented w prevent excessive mapontve loss view objectives. d Col°rode for wGh roads or tlndelpass impr°vervents. RD►S Pwrce shall be entitled o de the County with 1 additional Saarisufficient Nat p p«if rbm,de Cmmy Auomey shall authorire le release of from all eds. pre o lags a knnponry crosl°" fa) Until such time u me Highway 82 pedestrian underpass described in fife) to 1 provide separate wti partial Security part of tM Securtry atom to azmre oink Pe o"of wch ng or th dam on ponds. plan hick has n accepted a the f the County Environmental Health above is constructed.Pearce shall cause an internal van service to be (h) Housing tad by P building for which additional Security for each unit in m Employ. 'sobstantialiy wmpled'die putiw mean wnarretion dot is esxnrally camplek Mar No lifentbn of al ne in natural streams shall be allowed to occur as Depar Plan which M1 it been acne by Aso"/ m.This fan deals with eroafon provided to Acceleration and duelentyon lanes for new Stage Road and new Ttehack tog cop fig ry is provided,Primp shalt be than"porch lies"type work for which to County may require continuing security. N) Pro 8 pepamrcm and de Pekin Corey Engineering Deparmle P resideros of de employee housing caopkx.BY'imerral van servke"the panin coon nird to 4m Vales of Occupancy for two(2)free market towlolnes or single family a development o j«t' rekd to comuuelion of tbe If course mtl ma ladies f tie Tieback az ry Roo at Highway S82 tntersectkas will be conanlcled in accordance with the Statenew go Jm re8 8° m residew of de empl%.housivg compare,se ice fore tbe wmplo w ore Col redo Dp.PmD^t of Tramponation sp«ificadons for theconuweti°n of the result of the devel f the Pro taro.A cart na®ahe far ws pan a irciuded in de amcbed whedule for 1be Proj.t Roaring h01 Tamil Agercy(•RFTA")D I neap Ol be imuld on to wed sided Maroon Creek vehicular Dridge approaches.lots selected by Purce. le) Wbek Peaks desam to ordain 0 nit nemtik for grading or de demolition (c) During golfcrorse cotswetiovard leaf lfiv¢(5)Ywrsof its apentiw, bile improvements, Slak Highway H2 ad az to oflw residew of the Proj«l,smice 10 sec Tkhack pulling of any exising stremuks within rbe Project,ten k Iku of the Sema[Y requvemems peamu Nall implement a wake I tearing Program as shown on Exhibit'B" public lot m Good Champions Club or both. A plan for ran service adequate w regal the men a sufficient p morel needs Grand the Champions of the eon housing ramp (i) Provided the Pomegranate Assroiafion,by a written 1;" 82 rasa d (c) Nothing in this Paragraph 16 shell prevent Pearce from obbintng:(i) described to Paragraph IStwo above,it dull lot sufficient for Pearce w provide to do loll be for such Purpose,agrees to abandon its existing right to access Ht way 6 at PROTECT N0: demolition,grading m building permits for the Projector(tp Cerdfrntes of Occupancy Con' ou Saari which will address eat a element of de Project tog m as shown o and ibit'D l (d) All buildings in the Project requiring wart*and sewer service.lull be employee hoe. complex shall be submitted to the my ry a1 000l 1 to aswre compleion of sung demoltrion ircl'A30 removm of No individual or private systems s Planning OR on or before October 1 of each When the construction of the for up m 96o square feet i"additions w the Grad Champions Club. all debris,backfill and reve tfwmaem. provided soil central water and sewer. °g is coon d,van service w acrem I Mus" 1 lull in Deed of Easement r«ofdd in Book 308 at Page 962,Pearce will,at its expense. Ipalbn or in the case of grading o restore as nearly m allowed whin the Proj«L pedeang ff.on pk p ogee os romp ex s v d arias areaa that 21g40.00 17. Improvement Maintenance Agreement In accordance soil 5«tan 6i.5 )of pnGCBbly le off«fad ands 0 its condition existing prim the commencement of such 14. As-BYitt SWrveY The location of various elements ottle Projectors Mown on the ore Code,Pearce shad, the conv ( ending.Upon demolition of 91 Aspen Coo Ion and be discontinued.Thereafter,van service within the Project from the free market units the time of the c0mwmion of the new Tieback Road,pave any unpa e prior w eyafxe,ale or transfer of any single family lots or lake restored in s«ordamx soil Smion 7- �d 'pat such tau is too[ PUD Plm,Fiml Pkt m Civil Des urlud' but not timid to,utilities,roads ad trails, With (o the approve and iti it changes an Pan eMwn hi to PUD w me(tFfA Bus Snips deaTrbM in Paragraph 9 below may M on an'on call'basis Pomegranate easement ores,Pave any unpaved portions of the existing parking and 1.13 of the Cock,slut certain A tee wings. 1ng (e) reapers _ aces owlomea whin the Project(ex transfers byPearce or g �"' repreu s:tan' o P are Plan,the Planning Director may approve pin potion only. provide an allerreW<u C land°a BPartm n of 7nm.nation andsPidim Country j opting is assigns of undeveloped lots doled lure 1.1981 and recoNd l Book 4I1 m Page 221(cod exhibits merefa)benvcen w'lip best I f Pearce ss o where such devimions can as ro le oticr flanges w to wtdacam a and rech do col gryw y m 8 spec is or the granting of Ikon to lenders)enter into an Improvtmem hMaiecnaas A reement with the Co Actual coditiom relative w wwmction may nNuire adversely affect the public interest.A% locadon to be roved by o Maroon Creek Club Commons Corpmilar erhlties to g County and lames A.Latham d/b/a 000 30 nee ofa sM1al be to igod ad location of such (new. Ar wch done as wmastion ofa%ar all 0t tie Project shall be approved by the l3IX:C. (b) Commencing after construction of the new Tieback poking area is En freer.Wben die altemativt access is camPlctd.to existing Pomegranate access to ry or meats ns dro dedication by theiCounty. xlingished. At tbe regnem of Pearce,le ponies Nall enttr imo arty ddiriord B in perpetuityIof all dies o common linty.improvements not accepted for dedication the County. agreements ss shad be recea ro exfi elements is cmnpl oPemce rtuy cause tic Pr«ore lonbon of such improvements m be �° upon complete,Pearce shall cause m be provided van service from the base of Tieback ski Highway 82 shall be absrdoned.Should tM Pomegralule East Codaminiwhs n^t agree to Rube Art m race des d Omer maximum Inc des The fen for this vim o awndon ns rigM to rbe exising Highway 82 access,Pearce shall have no obltgalion SHEET TITLE nary aguish of r«°m said ARrcement defd lure 1, rvpYed.Based o"urh survey the Platudng Dircmor Nall at do requta d Pear«approve () pwkp shall arsme allow the use of angmpoisonst for rodent apim exceptarea Y days a days. p to perform udm tNs had existing ParKtng ad xcess k Highway 82 for the Drawings o c°"« approval of the County via an amendment w the PUD. ice shall be submitted new ally m October 1 w to flaming Off..Pearce shall pangnp LAND USE APPROVAL ad exhibits threw. In tie aikrmtivc,It offer demolition,tie Project shell be nsubsamtal ameldmew to rbe PUD Pan,Fiml Pat m Civil Draw t deviations te permitted to request the BOCC to review this van service commitment based w pome8rawte Fora Coldominiruns will remain unchanged. 18. Remedies he County. abandotd or mdifd w exude the Aspen Country Inn then BUN tau may lot rubreO rn acroNarce soil 8«tbn T-1.13 of le Cde. in the as-built surveyed location°f any such improvements. changed circumstances. If do Maroon Creek Pedestrian Midge is wnamcd,this(a) I^the evert Pearce loll fail ro wnswct any Proj«1 Public Improvements 12' Unlatea. would 00 wmlkered a changed circumstance for pummxs of allowing review d ore van for wbo h it eapomink eCer tDr Agreement k ay shallne wed pane wed/or (p Pearce may cause asp«al irrprovemeu disvict Lobe(omd for puryoxs 15. Financial Assurances. (a) No excavation,demolition.foutdadm and,'or Bradl^e Pc't"Ita aba11 be service commitment the BOCC. 8. Maroon Creek Pedestrian Bridgg. Pearce:dull contribute lit.Honked sp«i!tons appealing in de Civil Drawings,the County shall provide Pearce with a of tlwubg all or pest el dt wom the °f the Pw Public Ion mvemens.ecauiD provide ty w allowed until a«l time u Mere k e"ad legal ad fiorckl ngf.mem wl to "kern whichever is The Count has daemtntd Out Pearce shall ide secure fficiem w pply,az a tgvN D do Cwmy Aw hich a I Thousa8.and Maroon Dollars widest ian Bri or fifty percent(50%)of do Cost, Kft p ( °P less,awards w:W.,: namction ofa Dlic estrian Midge cross Maroon Creek to conned nahce of rom<ompliarce('Novice of Non-Compliance')together soil the right fora tliaricr is fond,fen m the rime the distrkt Nuim funding Rom the sae of beads or (iraso) ton %pumas(or the appmv awlkr on each side of Highway 82 at the time construction or the S Road/Tieback Road soil folio Panic.The C )o shell be rc fit(50 ie for the rost,via n period of e.finery(90)days mkt-C receipt e shall Felice of such t of s ec cure sung con- other wurcu w(fxien[f ilk cortamc[ion of the Projel Public Improv maim,Pearce make nable provis' for the completion of the Project pu'nbllic improvements for Ciry of Aspen for a waver sat ppro Y 1et Greed 10. BETA Bus Stops Pearce sledI construct and deliver one I)public Ws a W ro D T0Nuk 08 ores ail requishe pewIl %[tofees that pot ablticlion of the 0000 will rod which Pwme is respotvible in accorane wilM1 ore Civil Drawl r u sMwn oar abe shall tut he utuueanaDOY wtlhbeld or delayed. B y apt bridge,obuimng ing is vailabk ad dot conammion wmplunce.The Nance of NmCompliafre include a fits of specific deficiencies shall 4 entitled 10 a release from the County of an equivalent ammo of Bounty until ote hundrd petvem(1Wo%).f le and a O3 12 well lot completed wibhtn One(1)Ywr of mmencemml.T e Co0Tuy shall be rcsponsibte for ob0 hI o any specs eaxmenss required on the east sde Of ibe bridge T 0 Camnbutt0m due ZOO 3 L Jl ©2014 axCtin'FcruxEAarovllw It �Pa�al1H PROPERTY Or BILL ROSS MO ASSOCIATES,,AR IS W IVE D NO PART INFPIMATION l rOEAUSSD SWIIH�OOffOyTT]TMR�PP8RpII0O�RR WRITTEN g __, THE INFORMATION AND DESIGN INTENT N BILLPOSSAr 0.SOZ'rSreA4isi CZANChRWipc017,2 L9 COOPY`RIGHHTT:REOArDmYAND OTHER eF3PR DaDASPEN BUILDING DEPARTMENT Bg(7,Sb PG �� a]A]23h IS/11/93 lh M Po 67 SM32M 11/12/93 16t 10 Roc lark„D K.00,� silvan Davis, 3 3 a10 Roc inc0.00 c m7aY PB 626 el63]36 11/12/93 16.10 Inc•170.00 BK 73D pa 62B .363236 11/12/93 16.10 Rey*170,00 BK T30 PG 624 poss t1RDrcf170.00B11O vitant/0 n.`e•170.0 D•. 1 .Owf:.Pitkinaer c1rk,D9r s5lwie f.,P+Skin cncv e1xk,Doc -oo t silvie Dwi•,viSkin Snit'cl.rk,Dx•ko D� f 00 OYf Silvia Davis.Pitkin Cnty Meek.De COO f363236 11/12/93 16 Clock, si v• v 1.oo Silvia Davis. PStkln Cnty ACHNOWIBDGMBNT PAGE TO is No of any p rt Nis Agreement h p M comnuor_Hangs or ed to led improvemrnts contempWed hereunder,in stadium with and subject k the provisias SUBDIVISION IMPROVEMENTS mtheted,dvamed.re any or byeeaon.wm parry having or MNgd¢m.mhaw y. assign cenino gating Wa To: County AnnmeY tox corrected in order to mrethemponalience.If Pear,by wrim,bob.ru ARCHITECTURE PLANNING EXHIBIT STATE OP ODIARA00 1 stet,dnfd,required m euuetued such of or Agreement.then. o 6o tin f is obligations hem pure to any �9P7 Courthouse Plan Builds the expiration f the time to cote eel SOM in the Notice of Non-',nested, prnriSMn' me m more Spec W eiesklt m homeowners associations 1n h rmnd rm purposes Of n County prior 10 heMmrno5°,default Sang.Den as soon a practicable.the a performing such obligations. In de event Pear.shall assign its entire Interest in 01 506 Eat Main Street _ COUNTY OF PrIWN ) (k) In the even of any xtim for Mach of.to e.or.tee provisions of,or Property 10 a Nee-I pan::aed such kind pasty shall provide adequate financial assurances Amen.CO 81611 BOCC shall conduct awManrg 11h tin Camps'1 Having.)evidence ine whether othery 1 i:U the Al0remtem the - h rtiue sting.wad a reasona.eta. u Security for De Project Wb.mprovenenu Peat.shall be rek'nN from all Cunha W W Copy To: PWmisg Dimtor m nm a def At such h Pea pa 00 2 The f SubNvirion Inmtosmnaa ABnwtrcn w rAmwkdgd before me. moneys.fees.tic poly won on of the nlitigad and the eta. obligations herander alleged d f 1 Shook the EOCC - tic hearing ng do a 4ef I den day of 14 993 by lama T.Pearce.lr..Marker of Rare Equlan decision w throe inwd.sues Ore prtr I rc putt' the Planning kin Planning Pearce shall ha eery 190)day from the dateof the hearing m which Gtwp B ITNESS my ha cm,of a wan limited liability mtepmy. cogwct the Project public improvements I30 S.Galen Stan the deficiencies. If the expiration f d ninety(90)day me period Pearce ' lU In the event any cknal administrative otter moss are(cod N Nis (c) Pa1c<'>rMlps og to and Aspen,CO 81611 peoee.in8 N 0 eiligen. ar d f- Shen ud i period sun be F C 0[ I d hereunder are expressly contingent upon(')the Canty approving 90*f Iorg ss Par.shall wnime to Prnce 1 with due d 18 rim f' O pap WITNESS my had and*Mold el. r any kgat da01 000 or h exhi ham or it the even any exhibit contemplated Final PW and,upon completion f tic t adsosrof approval and execution ''!� shall Mmissing,the ponia at.n promptly .xkrowledge,init.and/or amine , ask Final WI and To Pearce. Pea.FquNics Group II Lmid Weh Oef senesce. a My a•vmWd eaplm: GA pJ 4C deliver. rrecesaaiy,any d.tmUmar - de m con.1 de ertooews tl¢uroenl, by the County of .none condominiumgips providedLiability0:Po HymnComp nap p description eWNit m 10 Provide any sent exhibit COndommAun maps comply with applicable pm of 0.Code,and(ii)the lien:Pao Hyman Avenue ��+ O - pume for -.a I0e F I Pta nd codoni m:ps N ar mince of 0U Suite 1m N) if Pearce xhen fail (use the aef- e ice-fend the g. _ pWIU Notice of Non-Complonce w'Mi the pr dd Mc Non-Compliance r 5- f tf #. • () From time 10 whereby Parenty(have the County obtain)sour the COmq. Click and Rcwde f Pilkiu Cwmy C IOMo_M Co ek+rcms cog vW6 of Aden,CO 81611 Haring Shan.cur when the BOCC de ens d f h sod nimly(90)days kola.dot at ac an aUppel certificateport whereby the County(by 0e Cauvy Attorney)still.nih to is alwady es,nod eprootal to nd. - from the ate of 0e aann8 e -n thereof hall pass N the deficiencies `• \ 0.u,C T Par of the¢wurrce01�such rrndifbrate and ca.p1 uedle n M dermn(1)ro the towgwma lodge rooms am employee Ikvtung c�Ptex. W With C.p)To. Rondd Garlick.Ep_ being 00 00 then a any tom thereafter the Country lull lovethe'got do Id • '^g ro rm` Garfield B Hecht,P C. 5ecultty 10 mrrtp Or dcnck «mtotD Ily(f lent gamer ss u Practrabk. STATE OF COLORADO ) Notice of NonLanpl has Dan given by the Cwmy f'1 this Agreement is in hill 10 This Agreement -fended o atnplily aid tarty au actin of de 601 Fad Heck Ave. t�_•o.. n )es fora and effect and(lei)the Co,has no Lnowlcdge of any default under this provisions or 00 Resolution.In the of arty conflict Woven the provisions of Nis 601 E.CO 81611 eau Security: SLbjeet to the f nlwrt provisioa of Pan00066 31(e)hen in the `U�Q 'GUSTY OF Pn0IN 1 Ageeement m the m of Porte nor d.s eK County have knowledge v the existence Agreement and the Resolutions,Ow prov6ioe.Nu Agreement shall m tic fullest m Pure still far a period d orc(1)Yar Myond the long pr ble rime or Y.ring rifts whim sum the passage 0l time would give rise m such default in extent prmsitd by law.govern and cocoon. 20. VesS4 KmW.. The 6OCC ar coniderd de need.of both the Cwmy and allowed m tic Phasing Schedule or any amendments threw fail to wbsdn[110 complete The foregoing Ndi uian Lokrosvteu Apmmv w xluelrYtlaed Bette me Oa add Deese,certificate still provide null Wn mfomutvn u Pans 0r my is party Pore and sue hUsmioal Wrcug to C.R.S.T6d8 101 06.kg.Nee the Moog Schedule nY Project dement,0e Project shall be prommd to 0 abNond.If the Project it day of]s L, ,1993 by MIT.u anima.Rear Boot of Co, rtq Mg de same.si:all rtasw.000 00g006.rtluwe w Nis ABratmem.TTc ismame (H) In Je even Nat Pare shall Dec delayed Mdced f Ptrf 'P8 shall,for.l el perid<01 fr.Ocrc0..a%a68-101 m dodo t de M Dy Je Cwrry presumed to M abandoned.the CwdY shall have tic ngM upon third(SO)days wnden C0®mumn' of damry,cdal Sal of sari:rmif u shall ea he umummDlY withheld or delryd by the Coolly_ bade this Agreement(other Ihan payment of eery oni d m providing troubles.i sec nly) or Pan.Disakr,001/1 se m exmmo of the read property rights appurtenant to 0e notice Race k draw on the Stun to complete all reoumug Project Public by talon or modal disvde,power or teamtW sus.war,,labor reasoninability its Pmfoetry korai:ems in a cooremially efficient manner as i practicable. WITNESS my had and official Pal. IN WITNESS WEBiBHOF.t e patties here exmxed this Subdivision Improvenems maerids,faikrt of power or doe militia.war.or other season beyod its 6 06 EAST 1.111 548110 ASPEN. C O L O RA D O I1011 MY commission eapDa'. !2;}-� jet„• Agr.mcm the day and year fans Wfinen above, procure Den the peril for Me performance hrtmder shall be extended for a period 21. (nl PEOYBI9➢T Id) T]e UOW ks m foot heein yell Se the exclusive rtmdies of 0e 111 Staler B 4756 (f 1 9]0/9 2 D 295 D equirdw to the paned f such delay or bimetal.(the oar.DaYs'1.Within Nnh Cwmy m the event of any default order this ll he.e b0 Pearce. No default .o• BOARD OF COUNT( �s IONFAS ATTEST: lap)days following the col of each mend.)ear or swner Pearce shall natty the (a) This Agt.vm Shall he mats m ad coostited W ecconlance with ar hereunder by Pearce dolttenth m any revocation or termination oche PmJect approvals Consultant D f Ya OF PITON CO •a t County in wrung of Y Delay Days clamed for 0e ulcrtdar yea on oche pen.. laws of the Sue of Colmdo,including the Cade. ss do hnd ar Reml sum May 'k 'a. - net' t t t BY: /.,'/� �, - (b) F .c 00 Pear.Sha111uvc tic rignl to obtain from the County. (DI All prwawa,condoms,rtmktiom and obligations contained hereN 19. Ilgga6.N Htven tic 1Panea w Nn ABr.mem dull h damd 8iven if ,./..': BBI Tuita, no.ake form,partial releases from in obligations under Nis Agreement where such yell run wkh and constitute•budro upon the thk w the Property and shall h binding petmmllY dal'cot f depos0d ar Umd Sus.Mann 10 tic conics by rtgrslnd or OB C in obligations have hen fully r have or am 00 longer applicable. When le the upon and yell truss to 0e 621 1,d Per.ad the County and Neh respective hint.LIABI Nd 00 Pmsge prtpak a the add 0dkatd Mlow m a1 s Oh other edrtss a may PFARCE E10(64, OROIR E IlRf1ID p10obl010rom of Pear.hrtvndtt haw Deco performed or an ro long.appl'uble.0e personal npre[nWlva 00003.nn and.uiam. he substituted upon writ.non.by the tales or their vua)sms or asagns and in the event Wale COMPANY.•lAY Wad yell,a the request of Pearce and in=ordalk form.enta into a full'clam of mailing shall conclusively h cleaned received 0u.13)business days after the date of IkbBny moony (aria sea,...s.o.�� lad rnmim- 1 (this -re Agemem- (c) This Agreement awaits die entire undemanding and agreement bttw.n registration or certification. sllrfR�� (i) Each of parties agree xirow'kdeead Oliva.PUh mnher the panic herein wien rery¢twarva.uctiam CaeeitWlktd hereunder and nYh Pitkin County Planning . . PHASING By iT 7D n altered or enedd from tin only by wmmn iwnwen moaned by each of die ro the Caunlr. 17o S.Galena sign 6-or5,�.ewa• l: .documents or[ennf ad m do all thugs aches u de other pally may pantie lerem, 081611 �,- T.Porte.lr., s0nblvs require to order to tarty one the imntwa a(Nis Agranent and Ih Aspen.C transactions contemplated hereby. (d) Pearce may usian in harem in the Progeny to e of W party who Wall develop the Property or portions thereof,includingrhe anemic fee Project public 2U 14 1& 1] Waste Engineering,Inc Waste Engineering.Inc ..._. DIM aggro ,gg, Sim+• - - m • aePerv6PrtRw 16363236 11/I2/93 16.10 Roc *170.00 BK IRO .._ •aNAlea Welt a3hs3g 11/t1/93 Sh.So ve•iro.w lg 7a0 P.�" MO Alcor wea Im io we•i]o.ao eK We Ps ea wvaorv6rrv7nk Nea52ry DePAa*MYrvr Si 1 via Davis, Pitkin Cnty Clerk, Doc f.00 �f rvmw.m I tin wr..r.Mdee2n new.cdeeak nett $.00 _-___- I I1n1<]1-DLr s.5.;.n•Lw. itktn cncv 1.rk. '0O MD Si/via wr,., ick.n Catty 1ek,o: rim/ammn e one• •3e3z3h 11/ev93 P p c • April 13.L99S ;a.m[ s : rrlrra.arrrararP 1pvoefamux John D.Blanenrd,P e. ®lrg•wBrr ® I ® arm n- .n.rPn nm9nn Ul Moth 13,1991 date rogineerin9,-. .P. i•erar5a taaSLaiva aw no [hack vidal Deno r,Petf rt. .111 •w nn.inr irons: vane EnlSnwci.l.Inc. pvmes,eelore0e 1 I T SSna. we nave review.end water Quality Nnn!lnrle !ram.m[uno,rnekr.: w _ ; Y o-} '11 Sepse.ber 10.1991 A[your ta_9uaat, p•v.lnp.mt Coip.s•rvMklted In Ymr TIM.W. 1 nraaanrram em,tlrr� semmmm Pro9ru tern non Cr•ak ghg r.pere,are Ns point.1 sm.MIL ley ; aasasmv ..aassse,e,.0 . .Innrarnaat maarrrrrr. as emmlraat an nroC vatic OULLIp nutter.tcoirm Mr...Bob C 1,0 ],ea.s metar, r In ; sm P30 Caam:Environmental Hvxh Dcpuvnem Lead • lneuutlng ad nlwazmY• taamanm u++c.•• , s 1 •.....• t e. ±. •t Yw) reascrt,w har.updated N,will kuall9 animate Pal 000. w 1305auN eaten Street t• water broad ••l�:�e r monitoring shoo. : T �. 2018.12.21 PERMIT der ter the wrem Welk tattoo,meg.mafm Me1W ellwW Aspen,Colorado 81611 >•md Satre on 9•enna :wean moos. taussamas mass O • •i pollutants. leatimLer!n MO.a M that N I. lima. a for 11 torwtua also gga,iat•surface aid meoot- RE Marto Creek 0eveio0ment Corporation-Wale Quality l6m0mg Program It wt fen n water meet teen leer Cola taw. et'• d uvcanm t m m ,m m , �(Cq mter.aw f moult in v gmiur. a astonish.elm 0.. egg' ,9ej u'+'J lrlparol analog nee Dar DOD: u prop oed sampling during.mdule.u usuvna my. ...... uatu t..... ,'<,. g./.7 Ynn.lour..shod.W.uSerfie�Mgt para.a Pl... • in uvwpa seine. l activities edlr•1 nalnp L ?�aa P.a. aA[You may rm11.Wen En9400001•Inc.has tea wo01,0 with the h01000 Creek .$ fl •rides 19ht actually a mama s fin r,„ cedlilon Sew etc and ewe. tr at nigh! 1 'G:i AN Developmal Coryomtiw w design and mpkment a imam(polity mmOPtmg program for A. oenwive M • nlmmd.a • ll cvns• : I , faPlstem mill brmMr t 1991. their proposed...mat a„hlamw Creek. A ropy of the fiiWizd program,dad ! n ad PrePes e • : s : a. • a. t as wee L. thus.reel.and caper ulatlm historical• r11n date. Senorita IS.1991,is waned fa yam=miens. 8 2' hest'.11 [on tem"GMla'nmwndetlona n[ m1. -____ _-- I _ 1 K A • erpmkm ma: alril 1,t1991. We are in the p10t�of wmpkting*2 intent ring aspect am.I)of the program. 2 k, department. a 1m 1110 � f g s r...D r a r e X .a r x•a a a a a p s•.a r s a r a a a r e• 9 s a P D s B excellent to lee mat ywrlr•ee®• etima 1rUlua• l B t] e I 13•g' . 3. Selwt siting and design criteria.Mr Installation et trim mlterl r Although simple collection w delay.faro Ne intended date of wmpidm in Nwaobu, a} ]. t lea 1wellentY to adi[y N Pont indat one ine ea vats,ad surente•installation of the ails. - 1991..e feel Nee vduabk data were georad from the asmPk natation.Coral Mousse aditionl ligi t ion L btelned. t pemom nor ..... r 1 N 01loo rot silo for Wee monitoring wells m b rcinmll.oat m0mn,wi on9�ee)n o 5 [imllad • peo9ru v a1e emtern t m• I I p m OP CvgLrir new Nay 1.1f91. mmiwn�m bgiv k Mar u the Nee wens and steel imam kraliws Mauro _ I .angry,`h 0datlone f 50 doormat ef10 e.d to to ' •. Omurfy Rasing m aim W cw nee Creek. e may still im possibility aseamo ado a Wilkes Ditch attic southern property line, criteria and of ua•culr .+is sum••• •••••••• t....... y••• O 0,+wasting rvrfrm tan ma the itkin Suave M u•e review proms. lass sun our , ...aria..1t mr el ..sca s.M ter]B M i W i..;e.,r- and cox will awyae Nis gatibitity concurrent with selection or the well sits. i5 We Pay provide ffuuetnsr Information regarding Me.tare on1ii M p e5 mel w scans al .manor don Site r:: des tin.esa f..r rhmial A• r.gnlreenu or 1.golf course facility. _ . efts a wired at kur to e a the rtr m,raLu, reolon.aeatfee While 010 atiress0 general approval of the program when we va last May,we would appc 2' available[v respond to former inquiries rega.tngg eur iw ally.m.-nm anLLralz to•11<e the men Pastlefdw Pawtr toe tie In ^+:.)'au levity of the fmaird progrvo and forwarding your commee:s w a at the above "+ ea wetlnn,development]0 s operation. °°era -________...._.__.___.._...._____ .__________._._...._.- --__� _ ...__._��..__.k.._�.-_�_ • Integra.Put nsnageme r OifttO Pc rill i.mcldr. 5 nddresc • if me plena`m[ut yell M Yelopm n`, al rip nation lPhoo. .03 0 • on Inca monitoring Ion...tic pattiatlu v�ll M auarulae according 1 maser...[ • r,Pleeserull r st a Wale w :D�i Blmeaelym r /� is rnanap mgr..atone tr arc 11.ins , O u If you have any mimeo,pkau fd rs.:O can n a M3l6Hp-1][O. : R/�/.L/ A///_ a Pucc•rly SrPlln(pall. ur SP92,anion 1993,m+mh.c 199i.tic. o r psLr!/f/•`/�V� ® copra sntnn sumo aamu very truly yours. I• I reel to be l ie days.Demo one attar construction,in• •r Lowe]for • 1, ergo 10 h .lee`rea. •toile v.. bee an•SY.r m•...tea[l. WASTE ER0E:HnEIG.TIC. Snvlraasgnat nallh kfflwr 4_. engreWlorina asticidu,stole.a 0107. ll.oceanic sun,vWaele t organic sun,and cation ucDuge Wait, [ XrlpnevXetar engina.ea agowercad Soli a,.vlmg oar,n be arranged according w ,a Sing,W.em.. By: WATER QUALITY MONITORING PROGRAM a.0....r wall•esor H Yam a..um..arts•ae leam.•mm,.a`rr> Wee.rwet..11ar py� - t19fiN John L .P.E /v. M2-003.05E Proles • noncom wane ]0 ,sung Carmomrrorrw•wan kukkrCa.wl.won nutmea•< Atabmenn ..-- .r. tam. • ....Conwnmlmr•waer Quaky Comm,•wane Treatment Deng., tie.ma Senn.aim .. .......yv,.^"•coo•cola 201 CLUBSIDE REMODEL 201 CIubside Drive ��,��,,yT��,,pp Aspen,CO 81611 S.Se:1736 Davis,93 16110 R.tap 9170,00 000 i N 6SP •]6]2]6 if/12/e]16.10 Rac lino.00 BK 1'70 pro 5]6]236 I1/12/93 let 10 Mc 9170.00 BI(790 PO 6Jf •363236 a1/12/93t16.10 It.r•120.00 DK von PB 636 Wilia�M�.'.i d�eirr s1kr^5•" TW .-s �r�IT'-/4l .'d Wm1,:' L� 941vi• 10006 Pitkin CntY Clark,Doc 4.00 ealvla Owis,Pf tkfn 4050 Clrk.Doc 1.00 i 1•Davis,Pitkin Cnty Clerk,Doc•,00 Sal to D1v1..Plasm O,tv CI ask,Dec e.00 e•170•CoO BK 'T O PG �iY 1D®rF^r CONTINUED R�m,C„ Para...to be melt:a for In they arltoring Progmr N3b3236 1:112/93 1bs10RYe DOCs.00 DDD �IT'Ca CONTINUO DFN'1tIP1'ION QUANT'ISY UNEC N IN. d..s,� lox 1'ROJE r Pval,Ic IMnIov01QMI9 AND co9'r EsrufArns 5 i 1 Vi a Dai 6 9 Pitkin Cr.t y Gl er k S f,' 0DpESCRIPLIOY 41�AIIl'�ICQL PRICE PER HNII' El" rpinare xetalc Strode..tall f.r... IfI1Lti°ARn Jllll ,,Iy� a��yy'aHlg6wry 83 Umhtpam DESCRmf10N oVANTrrY GM wlEg PRa Pont' =MOM .r• VLI!2tSI�aY1r19 J1. R •nic 9. Cepper 13. Nitrate • lilt Ie all Sae 11lyollow RddgO Earths •.3005Y 535.00 Per SY 150,000 Ore*$Yewmk 2- Baden 10.Iron 1•, nitrite lea f.kfran he R11004151ouowt: Fan6woh m,51M)CY %.W Per CY 73,000 3. Charm 11.Zinc0eae 15. Roues* HERO T0: CI UC;iC Yida Ii*A Stage('Ann $161,126 Welh/AlAibmus 525 CY f375WPer CY 196,875 Demolition IC 3g,,aoo •• Charm. 11.Mans 5. Lead 15. ipot�ait.norphoron September her 1H, 1991 ZONING Stage Slpcntntcmr 6,000 SF 525.00 Per SF 130.000 RCA Topsoil 15,9'/2R 53.50 Per CY 79,930 6- Selenium I8. rotas.. 2 of ,g Ticmc3 Rod f2b1,918 Approaches 10,000 SF 55.0D Per SF 50,00) Site Oradlgt Itl,000CY fI.7JRCY 3M,H0 ]. seLnluo 19. calcium Page 2 M. Kama. Townhouse Road f176,091 $622,5'75 Erosion Comes! 1 AC 230,710 1. silver 21. Chloride Reseeding 30.0 i3,500.001tr AC 73,000 wars DWYrle Subtotal 51.021930 22. fluoride Drainage Improvements 23. been • /PP OVE 24'Dntlerya Relieve 11S Rod Cmdwnkn ia. conductance H 000/gggtt3 Io,1PEA $23350.00PerEA 10,950 T2'Highway ennclmivg 1� ss; 6: p3 6e Analysis and compilation of all data generated and continued consideration Sorra Wk111DINar n Ent $1,350.00 Per EA /9,950 Woe Mug 13.I0D IF $P.2s Per LF 756,973 R6R Topsoil 9,700 CY 32,50 Po CY u,1f0 I,. dim 4 PRV Stations lEA f16.500.1a1 Per FA a9.5Bo Road Oradiig R5,000 CY 31.75 Per CY IN,750 27. Sod Dlaselvr b33ds for the changing needs Of this awai toxin, program as results are received. RW-R0 735 CY S$1IS Per CY 35,2f0 coat Buttermilk Tank 11s SOD.1100 are6ctitse. 29.n11P 515.00 Perlr M6,51d Glide Dpc6e 3,OW tp 53.15 Pall 9,516 Subtotal $w6,a5 Sidewise 3a,69D SF 03.v Pa SF Reveling Walls walls 26,210 SF $15.00 Per 3P 37,053 Subtotal f317t106 • The Wow Weser Distribution Budget Rod Base 43,575 SY $5.00 Per SY 217.875 dry Stair., can he alkeated u folios'. Pay"s8 40,335 SY 57.9G Per SY 318,647 Stage Rene 6 Siege Con 5109,089 landeaie 6 litigation 9.1 AC $30.000.00 Pa AC 273.00) 1. Iraqi Tid.Read S135,823 Subtotal 2. mlergrlfes f1.90➢.319 `, resarlel • 1if�g11100I1&h IS1pr9remt(dlf TntNwre Rod f161,367 The alive Rod u folio bn Bud S. 61rp6rphate Other Impmwmmu f/9D,000 can h allocated R u follow 3. t•� PROJECT NO: Road Crm+vg 7' Stage Rod•stage even sm.= 6. Tri•ate. 21840.00 J& f2,500.00 Per EA 7. x.talm] (Per domain 9116 County Fa{iota) Highway 5« rkwnho Rea f918,N1 e. LPaaiea. 515(021l $'I,500 HIandon B2 Cmiq I IS 10.000 Oder Iwae Rol 8e16,512 9. xacazm Abandon 6'Sewer I IS 5.000 Im 00015,r f294,261 Employee Honing Sever Maim 13.900 IP 524.25 Pa lF 385,575 Pa16a7Tn0✓SselrmlVr 1,510 SF f110.00 Pa SF 166,100 Fan Mang 1.740 5P 51650 Per tF 28,710 A3athil Service MM. 94 EA $1,175.00 P.O EA 110.450 Bike Paths 6.20D SY f9.H5 P.SY 61,O,D (Per Honing Board Ra*h4jon) (Added per Omissions w1N Canty Fgireer) Bike Paths an 1.200 SP 99.50 Per ST 61,078 • A. Orgerehlorine pesticides aid r W sea(EPA twinge toe/soeD) Salmi fl(6,100 Manholes EA 52. '� EA 1M'f Ben Staten 2 EA f1,300.00 Rr EA 0,008 D• Chlorinated herbicides sun(EPA method 615/1150) SHEET TITLE Pimp Susior• 2 EA 513,500.00 Per EA S 27,E Marwo Crick Bridge Conibman 10/000 O. gg.iC. cw5latil.nics scan orgrlu seam(EPA method)4270) 91101311 s6,en,ol9 Subtotal pdadnmtanTumel ,ISS„s.000.00P.EA 175,0007 ` LAND USE APPROVAL Van SUMmaI fi73,la Cotangent,/(5%)(Added Pa Con Erogi ea) S301,351 Gad Tool 86,323 370 Z004 ©2014%,,,E3guRE:,,PI,NTEI;N PROMO`,Or BILL ROSS AND ASSOCIATES,,A�WED NO PART SSIONOflll70ATION 0Y BE 00OIlEDOWIRIOOfUTTMOEE PRIOR WRITTEN N BILL PO33ANDASSOCIAT',741114C4EANp101E6Tannit 9 ALL COMMON RESERVEDRETOATDDymrOTHER Rl ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING \ �rpf CO(p � � o tT ,,c"Of 4 TT) ‘ , 7 ' \ \ 605 EAST MAIN SHEET ASPEN, COLORADO 81611 (T1910/915 4755 (El R70/980 RA50 .� \ O / Consultant , 4._. . \ \ S90°00'00"E I \ \ 203.40� I _ ____ 0 LOt \ \ \ el..\,.. 3.6 0 6 Cl C. �I I I I ADAFAF PROPERTY LINE r \ \ 1 \ SETBACK LINE I Issue: II 11"'"'" . 201 CLUBSIDE \ 1) �' 2018.12.21 PERMIT \ I \ \ \ I I V I . , \ _ / _ —, / \ \ \ COMMON AREA \ \ �\ / ' ___} / m� .a 0 \ \ / / / HWY 82 \ / / / \ / C1/ / / / 201 CLUBSIDE REMODEL \ \ / / / 201 Clubside Drive \ • \ / o Aspen,C081611 \ \ / / c eo / \ \ m , n ''P PoTT� \ / / / �l owk2boak9 _ \ / / ZONING / / )D " A PP OVE \ / J1 / RDS / I NORTH • PROJECT N0: \ 21840.00 \\\ ' \ SHEET TITLE � \\ , \ ARCHITECTURAL SITE PLAN i Z \ \ \ SITE PLAN SCALE 1"=40'0" A001 ©2014 ARLcxnE6cmAEAnN PIurvTelN 11� PAOPEAttOPMLLPOSSAN0A5mCIATfS ARE IVED g NO PART OF SSION THIS BILLPo65AN0 p POEAUSED AWnHNOOfUTTTTEAEE PRIOR WRITTEN % BILL POSSAXOASmCIAifSreAACNITECNRE ANONRWGfO,h ata9 COOPYYRIGHHTT:RETa"TomPANo OTHER RESERVED Ai ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING 4�pF CO(p etZ it 605 EAST MAIN STREET ASPEN, COLORADO 81611 I11910/915 1155 (7)9)0/990 8950 Consultant LOT 4 .6 C2018.12.21 PERMIT atyNrfRa '`♦ �OF o'♦ :O.I A7 LANDSCAPE ,vG AREA .A ,' )LOT '1 j Z" 40- 201 CLUBSIDE jI I`� DRIVEWAY RETAINING WALL TYP. 201 CLUBSIDE REMODEL I 201 Clubside Drive LANDSCAPE Aspen,CO 81611 AREA -----) LOT2 fpPWCU II oI11k2b7i1Qi 9 L ZONING APP OVE RDS U NORTH PROJECT NO: ENLARGED SITE PLAN Q 2184000 SCALE 1/16"=1 0" SHEET TITLE ARCHITECTURAL SITE PLAN A001.1 ©2014 axce 6c uxEwHHoio Pl:,NTHE INFORMATION MO DESIGN INTENT 11� ye PROPERTY OF BILL FOSS AND ASSOCIATES,AREe ND NO PART OF THIS INFORMATION MAY DE USED W11110NTTTM PRIOR WRITTEN BILL P052 AXOFASSOC ATE$ARCHCTUR ITEE ANO NRWIIfO nnEti1♦L 9 7/PYRIGHHTT.RETaATNTBRYAND OTHER RESERVED RIGHTS, ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING 44.04 CO(p / B2 0 IL 605 EAST MAIN STREET ASPEN, COLORADO 81011 I (T1970/925 4755 (E)970/920 2950 Consultant C G )) O CLOSET STORAGE I BATH K____Ti IA1151� A103IA EXISTING CABINETS J — 0 BE REMOVED STAIR MUDROOM P I_— • F.D. %IGH1L DNI \�� =,L MIDDLE LEVEL T IA100I Y T.O.PLY=89'-53/4"(VIE) J r--i EXISTING �r l EXISTING CABINETS Issue: HANDRAIL TO BE r o,1 I I TO BE REMOVED .. REMOVED �h I I 2018.12.21 PERMIT DEN EXISTING W/D TO BE IA114 I // A1\04/J•� I REMOVED EXISTING GUARDRAIL r —IITO is I I ^ -- F.D.Z��— EXISTING LIGHT HALF WALL TO BE REMOVED � 1 I // I PANELS —\ II I I I N. T` \` \ \ \ l , ° I1� WC ii UP -- DNJ AlA1N n 0 FOYER - — LIGHTWELL IA105 BATH BATH + MIDDLE LEVEL F.D. -", IA,ir IAl12 T.O.PLY=92'-2"(VIF) BATH I/j � F 1= Al°s CART STORAGE �- _� Imo]. — O IO 1 L F 0 ,,\,\\,\\\\‘, 1 r \ — CLOSET EXISTING/DEMO PLAN NOTES IA111I ' 201 CLUBSIDE REMODEL 1. ALL DIMENSIONS TO BE VERIFIED ON-SITE. \ 2. ALL DIMENSIONS ARE TO FRAMING, BEDROOM UNLESS OTHERWISE NOTED. 201 CIUbside Drive IA110 GUEST MASTER 3. SIDING/CLADDING NOT SHOWN, Aspen,CO 81611 BEDROOM 'C UNLESS OTHERWISE NOTED. IA106I LIGHTWELL CLOSET o D D EXISTING/DEMO PLAN LEGEND olllk2b7/1Q14.9 _ I ---- I EXISTING WALL TO REMAIN ZONING [1 --- _ r EXISTING WALL TO BE DEMOLISHED (-----)1.4 4 i.• 4 J� AP.�♦ A PP OVE �`. A201.1 RDS v ♦ NONIll PROJECT N0: 21840.00 SHEET TITLE MIDDLE LEVEL FLOOR PLAN EXISTING/DEMO SCALE. OMIDDLE LEVEL EXISTING / DEMO FLOOR PLAN — 1 SCALE 1/4'=1'-0" A102.1 ©am agiZguRE=iN 1� PNOPENtt OPBILLPoSSANOA6mClATfSARE IVED NO PASSION HIBILLPoMAT011$Y BEAUSED N.H�100ff1y�THEE9�PRIOR WRITTEN g N BILL POSS ANO ASmCIATES 74111TECNRE PNp NAWiyc nnai L 9 COOPv`RIOHTT:RETa"iDmrnNDD.NERRESEN RESERVED ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING f,P CO;( ;t. 6tT 91: E,Aid ilk Alk605 EAST RAIN 81MT ASPEN, COLORADO 81611 - \ \\ IT19)0/915 AJ55 (it 970/920 2950 T Consultant C STORAGE A103 • r 8'-6'(W)z 18'-0'(L)x 7'-0"(H) BATH CLOSET 14115E :: 4 E LEVEL o Al15 + VIF II IBECH M GARAGE Aloe L r / BUILT-IN BENCH C / ° DN 51/2" 2'-45/8' 6'-53/4" 2'-45/8" a • F.D. LIGHTWELL - I I } I/ \ Co I 8'-6'(W)x18'-O'(UzT-0'(H)L - LAUNDRY BENCH - A104 MEE ——— .1' Issue: NEW GLASS 2018.12.21 PERMIT DEN HANDRAIL WITH' r -4 1 I W/D TO BE OA114 �� WOOD CAP 1 ' W D D RELOCATED HERE 2 O r ^ I O EXISTING LIGHT NEW GLASS RAILING - 80 P PANELS TO WITH WOOD CAP ► L REMAIN,VIF rT 2'-10 1/2' EXISTING GUARDRAIL _ L— L—I •. UP DN CART STORAGE 0 O FOYER IA101 LIGHTWELL O A105 we BAT BATH A MIDDLE LEVEL 0 A109 F.D. liar IA112I _ Y T.O.PLY=92'-2'(VIF) BATH // _ 1m.081 0 II rt[li — 0 (--- . , --r \ \\\„yy4 1 [1CLOSET EXISTING/DEMO PLAN NOTES IA111I 201 CLUBSIDE REMODEL 1. ALL DIMENSIONS TO BE VERIFIED ON-SITE. 2. ALL DIMENSIONS ARE TO FRAMING, UNLESS OTHERWISE NOTED. 201 CI011SIde Drive Aspen,CO 81611 BEDROOM N 3. SIDING/CLADDING NOT SHOWN, IA110I CLOSET - UNLESS OTHERWISE NOTED. IA107I LIGHTWELL GUEST MASTER D D BEDROOM j PROPOSED PLAN LEGEND �D � IA106I -----).11, I I EXISTING WALL TO REMAIN ZONING N NEW WALL ,------'\ VFW* ® NEW FLOOR � Z r1D UPl� Al-,�-: its RDSL--) NOR III PROJECT N0: 21840.00 1 A201.2 SHEET TITLE MIDDLE LEVEL FLOOR PLAN PROPOSED OMIDDLE LEVEL PROPOSED FLOOR PLAN SCALE 1 SCALE 1/4'=1'-0" A102.2 ©2014 agiruRE==iNTHE IffORMATION MO DEIGN MEW 1� PROPERTY OF BILL POSS AND ASSOCIATES,AREe ND NO PASSION HIBILLPOMATION$Y BCE AUSED N.H�100ff1y�THRREE�PP9RD1IOO�RR WRITTEN g N BILL POSS ANOASSOCIATESreARCNITE4:ANp61AWiyc,R715 i.9 COOP`RRIIc6N°T:RETaATDDYANDOTNERREBLR DRi ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING ��pf CO(p 2 0 761 B IL f)Ai r 1 I— J r L L J 605 EAST MAIN STREET ASPEN, COLORADO 0161E ---, O O re 0 @I IT1970/915 4755 (F)970/920 2950 Consultant J / // SHOWER / IA206I 1. 0 I G 0 PANTRY ® REF. A211 `,y I \\\\\\\\\� MASTER ® KITCHEN CLOSET 1206 120 I J Auo Azoz 1 \ \u/ / \ 0 7` ;1/ EXISTING PLUMBING / ,g==='$, ` FIXTURES TO BE . ✓// DW STAIR l REMOVED I CLOSET ---- 9/ DN I I IA207I O ,L UPPER LEVEL Y T.O.PLY=100'-97/8'(VIE) EXISTING LIGHTWELL - ► O OPEN TO _ I_ Issue: --- BELOWL I '—.' — U.C.I ENTRY 2018.12.21 PERMIT I L REF. - 1_ _J L._1— I A200 0 _ \ EXISTING RAILING L i TO BE REMOVED I v POWDER UP O A201 I DINING HALF WALL TO I_ 1._ LL__i o EXISTING LIGHTWELL - I A209I BE REMOVED /F ni MASTER Ii u.c. BEDROOM REF.I __ID IA2031 I \/ b Ir--, --n r J R 0 J - Ii I II I/ II UPPER LEVEL u ° II T.O.PLY=103'-6'(VIP) I EXISTING WINDOW TO BE REMOVED L BE /DEMO PLAN NOTES LIVING 201 CLUBSIDE REMODEL • ROOM _I1. ALL DIMENSIONS TO BE VERIFIED ON-SITE. I A208I r EXISTING DOOR TO � 2. ALL DIMENSIONS ARE TO FRAMING, BE REMOVED = . �\ fI I UNLESS OTHERWISE NOTED. 201 C1011SIde Drive 3. SIDING/CLADDING NOT SHOWN, Aspen,CO 81611 DECK UNLESS OTHERWISE NOTED. O DECK ' 'P P I O ULb D EXISTING/DEMO PLAN LEGEND 0WI2&/11d9 L I I EXISTING WALL TO REMAIN ZONING • r-J :____:: EXISTING WALL TO BE DEMOLISHED I A PP OVE DN I GRILL J� r— m * * a lt I RDS 1 1 J L NORIII A201.1 PROJECT N0: 21840.00 SHEET TITLE UPPER LEVEL FLOOR PLAN EXISTING/DEMO CI UPPER LEVEL EXISTING / DEMO FLOOR PLAN _ SCALE 1/4"=1'-0" A103.1 ©2014:IgH ER�,uREA=',ATE�N PROPERTY OF BILL POSS AND ASSOCIATES,THE IffORMATION MO DEIGN MEW AREeEtVE D NO PAT OF SSION THIS BILLPOMATION YOEAUSED RWnHHN)�7Off1y�THRREE�PP9RD1IOO�RR WRITTEN g N BILL PUSS ANO ASSOCIATESreARCNITE4:ANp URWiyc nati L 9 ALL COMMON RETaATDDYANDDTNERREBLR RESERVED ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING , ;t. AST * - AI 1 A301 i EDAF I— 1 L r J L_ L J I 605 EAST MAIN STREET ASPEN, COLORADO 81611 O O IT1970/915 4755 (P)970/920 2950 ---, I - Consultant L _ AAA,A, ,,.VA` °/ / SHOWER I--- IA206I a I0 OG O REF. \V l`\\\ \\1,� \> ° I PANTRY O�to A211 WC U� �`,� KITCHEN CLOSET A205 r J — IA210I IA20� MASTER ENTRY I STORAGE BATH (TiI/ 1 STAIR o DN IA200I A204 CLOSET 1 I A2o7I II \ / + UPPER LEVENEW PLUMBINGY T.O.PLY=100'-97/8'(VIF) FIXTUREAND EXISTING LIGHTWELL - STORAGE CABINET L 7 Issue: OPEN TO U.C. BELOW r I REF. NEW GLASS I ZO'IE.'IZ.Z'I PERMIT h ---- / \' wooDRAILINGCAP O WITH LK-___M- ��i ji POWDER 3'-1 1/4' 10'-5 7/8" 62'-10 7/8" A201 I L, // 18'-5 1/2' UP NEW FLOOR AREA / I O 16'-6' NEW POCKET DOOR LIFT&SLIDE ..------- EXISTING LIGHTWELL - — MASTER DINING {L�(E�}' p BEDROOM A209 U.C.�---E- © A203 REF.I O 1 -/ 14'-81/4^ • T Jz CI VERIFY IN FIELD r r-' _ , 3'-63/4' II I PROJECTION OF a + UPPER LEVEL AWNING OVERHEAD I T.O.PLY=103'-6'(VIF) W.Lo < L LIVING EXISTING/DEMO PLAN NOTES ` � ROOM IA20R 1. ALL DIMENSIONS TO BE VERIFIED ON-SITE. 201 CLUBSIDE REMODEL 7N.\\ 2. ALL DIMENSIONS ARE TO FRAMING, NEW FOLDING PANEL Pt9 �� UNLESS OTHERWISE NOTED. 201 C OI1SIf10 Drive GLASS DOOR 3. SIDING/CLADDING NOT SHOWN, Aspen,CO$1611 UNLESS OTHERWISE NOTED. 0 PROJECTION OF DECK DECK IMYI 2p AWNING OVERHEAD ► / 0 L� L`� D � PROPOSED PLAN LEGEND L� 0II)I2&/1Q1'.9 L cCO I I EXISTING WALL TO REMAIN ZONING 7 n- rI NEW WALL 5 I ® NEW FLOOR A PP OVE ,`"DN GRILL j A a 8(N al Is \ 1 RDS 4 1 1 U L NORTH A201.2 PROJECT NO: 21840.00 SHEET TITLE UPPER LEVEL FLOOR PLAN PROPOSED UPPER LEVEL PROPOSED FLOOR PLAN SCALE 1/4"=1'-0" A103.2 E ©2014 aIgZguRE=,AZ'THE IffORMATION MO DEIGN MEW N 1� PROPEAttORBILL PoSS AND ASSOCIATES, ND NO PAT OF SSION THIS BILLPoMATION$Y BEAUSED N.H�100ff8yyf�1REE�PP9RDIIOO�R WRITTEN g N BILL POSS ANO ASmCIATESreAACNITE4:ANp 61RWiyc nati L 9 ALL COMMON LAW STATUTORY ANDDTNERRE6LR RESERVED ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING , ""of CO(p 1►1 �0 (• Lv 1 © 1 'OAR, A301 \ VV Lt J - Bon EAST MAIN SHEET ASPEN, COLD/ 51 O O Y 5.1(V0.".F.) 111970/925 8755 Consultant (i19]0/NZ0 2950 V\ _ - - �1,1 `VVV '' �i EL.8' 0 Lll_�=_-- �J 6 A.F.F.(V.I.F.) A.F.F.(VLF) Y � -- EL.9'-6' EL.10'-0' _ V,V`\ �' L,..A' ',,` VVVVVV` V A.F.F.(V.I.F.) B \ A.F.F.(V.I.F.) 6 V� o o o II 6 II ,a 11 I K IF 1 EL.8'-0' �_! 6�oa �� XI - \ 7 A.F.F. V.I.F.) �`°'coo al i— . .0I I G\:�-`VVVVVVVV\.� ❑s IIIIIIII `>4y, 0 0 0 + _______1 O O IIIIIIII�0 1 0 0 0 0 I El Y A.F.F.(V.LF.) %";� _- ii-% O Cr— O �` O O II ail a ,' Y A.F.F.(V.LF.) I —1 o 0 10 ® _0 ❑S 0 O O ENTRY TRUSS TO 0 1` irr,11 ,, _. / BE REMOVED O 1 0 I LJI 1 EL10'- . 1 r1, 4 A.F.F.(V.LFJ O Issue: Lc// - I 6 I I_ II II o T ;u I I = I = 2018.12.21 PERMIT j- O O O ;II ❑s s O ❑s ❑s Q I REMOVE EXISTING KING �\ POST AND BOTTOM \ EL.9'-0' O a° O i ° CORD,SEE STRUCTURAL 01 � A.F.F.(V.LF.) FOR NEW COLLAR TIES r la,_ Ic O sJ T.O.RIDGE A.F.F. 'r AT EL.1T-8' ,ri R O PER I.D. O L_�'� `\ ® 1 EL.8'-9' 1 \ T.O.RIDGE A.F.F. 1" A.F.F.(V.I.F.) AT EL.15'-0" ,LI-tIT 1 EL. '-0' s A.F.F.(V.I.F.) TEL FOR NEW COLLAR TIES 0= ey 47 ' N \ , OO o © 0 0 201 CLUBSIDE REMODEL 201 Clubside Drive Aspen,CO 81611 PROJECTION OF 1 PROJECTION OF AWNING ► • EXISTING SOFFIT AWNING '1 -.4—T.O.RIDGE A.F.F. AT EL.18'-4' V.I.F.) PROPOSED RCP NOTES 0 D 1 i W 0111k2&, a9 L REMOVE EXISTING KING 1. ALL HEIGHTS ARE MEASURED FROM TOP OF Q POST AVSE SOTRUCTURAL S PLYWOOD TO THE BOTTOM OF FRAMING. ZONING L -1 FOR NEW COLLAR TIES TT © 2. EXISTING LIGHTS TO REMAIN ll ` Il - �_ _ A PP OVE , 1l i i PROPOSED RCP LEGEND Ji �--- :?0c�� f I RDS EXISTING WALL TO REMAIN L\ `y,, 0 NEW WALL NORIII PROJECT N0: 21840.00 SHEET TITLE UPPER LEVEL RCP PROPOSED Q UPPER LEVEL PROPOSED RCP SCALE 1/4'=7'-0" A123.1 ©2014=guRE=PEW/AMMO MO DEIGN IMIENT 1� PROPERTY OE BILL POSS AND ASSOCIATES,A� I ED NO PAT OF SSION THIS BILLPOSSPNOp$Y BE USEDR.H�100ff1.y�1REE�PRIOR WRITTEN g N BILL gIS AXO USOCIATES 74111TECNRE ANp NRWiyc nnai L 9 ALL PYRI0017 RETaATBie YANeeiNER RESERVED MGM ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING elZ•EDAa �i2 7 7 I m:l J L 605 EAST RAIN S1RFFi ASPEN, COLORRDO 81611 111970/925 8755 (F1970/920 2950 apConsultant �i I ,2 (di1 .... I ml L r_ 9�12 9�2 °i� „12 -".16,1 m� L I—J r Issue: y2 2018.12.21 PERMIT ml CI OUTLINE OF EXISTING 1 WALL BELOW NEW SNOW FENCE AND ICE MELT SYSTEM NEW ROOF MOUNTED b RETRACTABLE AWNING APO L .12 9�2 NEW SOFFIT MOUNTED RETRACTABLE AWNING 1 \ w 0 �\ 14'-8 1/4' y \\ \ k I 14'-83/4' ___ ^PROJECTION OF AWNING ► L PROJECTION OF AWNING 201 CLUBSIDE REMODEL _al o PROPOSED ROOF PLAN NOTES 201 Clubside Drive DECK BELOW a Aspen,CO 81611 1. DASHED LINES INDICATE EXTERIOR EDGE OF DECK BELOW i� r J -.PI FRAMING BELOW. 99 22 2 ROOF SLOPINDICATES DIRECTION AND PITCH OF EP D D 3. CRICKETS SHOWN ARE APPROXIMATE. OWk2b7/ 9 L J T 4. COORDINATE ROOF-PENETRATION FLASHING INSTALLATION WITH ROOFING AND INSTALLATION OF ITEMS PENETRATING ROOF. ZONING 1 5. RIDGE ELEVATIONS ARE TO TOP OF STRUCTURAL L T T J FRAMING. / N \ A J1 PP OVE N RDS U NORIII PROJECT N0: 21840.00 SHEET TITLE ROOF PLAN PROPOSED O PROPOSED ROOF PLAN SCALE 1/4"=1'0" A140.1 ©2014 agiVuREAA==i,i THE INFORMATION MO DEIGN MEW PROPERtt OE BILL POSS AND ASSOCIATES,ARE ND NO PASSION HIBILLPOMATION$Y BEAUSED N.H�100ff1.y�1REE�PP9RD1IOO�RR WRITTEN g N BILL gIS AXOASMCIATES74111TECTBRE ANp NRWiyc,R ata9 COOP`RRIIc6N°T:LAW STATUTORY ANDDiNER RESERVED MGM ASPEN BUILDING DEPARTMENT poss _ ARCHITECTURE+PLANNING Ern •MIM 4,04 CO(0 \. ,C = - 0-2 IL �� - i ?ea i -..._ N it ' 603 EAST MAIN STREET ASPEN, COLORRDO 81611 i_- T —_ Ili - IT19ant RJBS (f)9]0/930 2990 .—EXISTING WINDOW —� — - —� Consultant _ _ , TO BE REMOVED r, im — i ____ EXISTING WINDOW rr -/1 rTIT -�7 E. win TO BE REMOVED III I/IIIII NI III I I I r V II EXISTING DOOR TO iv II J11 1/, 1 11 1 NI . �� m SI ®� �� m ■® ®igiliT �_ BE REMOVED 11 1 1 ll . !II ® �� , �� ■■ ®IN�� l.�6 1- Ili y 11111 mill I I 6 i = /I I® n II _ REMODEL AREA:36 SF L -1 MIMI . .111 HI F ' li"®I h - - ,III PI l NIB �!�� UPPER LEVEL LIVING ROOM }, - - - - - - - - - - - - - - I II � T.O.PLY=103'-6'(V.LF.) '7 mall I lIip 1. 21 ,®IIlie I �1`� � _ UPPER LEVEL MASTER BEDROOM oL - n-Trie -�I T.O.PLY=100'-97/8'(V.LF.) Y 1..7..1, .. ..,, ,•I• :l—.■i ISSUe: ■...=-� 2018.12.21 PERMIT lk III II EN =11 MI 1. .. 1--1 A --___. —II — „ orrar....17,•••H . -- � _-_-_-_-_- MIDEL DLE —_—_—_—_—_—___—_—_— I T.O.PLY=92' 2'(VF) Y SOUTH ELEVATION - EXISTING / DEMO SCALE 1/4'=1'-0" 1-- — ■® _ lQ 201 CLUBSIDE REMODEL LiCOPPER SLIP SHEET O'_J gy 201 Clubside Drive Aspen,CO 81611 NEW SNOW FENCE AND ICE - -NA-ill.'_ _ MELT SYSTEM A-ill.'- NEW RETRACTABLE AWNING ' = m n' 0 lJ L __ _�� f _ �� I- — III �1 kJ2b, lJ 9 D _/\ — ZONING NEW FOLDING PANEL / -- .. GLASS DOOR / // // �� _ NEW RETRACTABLE AWNING UNDER SOFFIT ` e - , ) 7\, � '/ / , , A ti li �� - L _ RDS T I— I - '\, _—\ _T mil' _—_—_—_ _ UT.OEPLY1-E103VI6G(ROOM r( / LIB S 5_=,i,,1` mo! ! ~1�.�I,� — A■ 11 _I 1 "� �� `'r ('VT UPT.O.PLYPER EL MASTER7B8 BEDROOM J, i®� Y PROJECT N0: ®.A■ 21840.00 �� % Oin D- SHEET TITLE ,'iioil'N—l` Di ®p i ma O s EXTERIOR ELEVATIONS Hullo 1 �. O _ _ L... _/ _ �� MIDDLE LEVEL 4. 1111 IIIIIIIIIII T.O.PLY=92'-2'(V.LF.) T A201.1 _ 1 SOUTH ELEVATION PROPOSED ©2014 ARLCNUC,UREAN�oPI�i. SCALE 1/4'=1'-0" THE INFORMATION AN OEM INTENT.NitEe END ro PROPERA OF BILL DOSS AND ASSOCIATES A DEPARTMENT R i NO PAPERMIRT OF THIS BILLPOSSAON$Y BE USEDV/IMI,ARC7OfUTTTOREE PRIOR WRITTEN N BILL POSS AM ASSOCIATES,ARCNITECTURE AND NRWGdC,a 9 GOOEv`nIc.T RESERVEDRETRATDDYAND OTHER RI ASPEN BUILDING DEPARTMENT _ _ Ai1... � poss � _ ARCHITECTURE+PLANNING MEM 0i Ail mrmill _.__ rf 4 pro _ INIEF /11.71121 ii; 'toad ftinifir : ®rli � --- z ■� ■o 605 EAST MAIN STREET ASPEN, COLORADO 81611 ' IT19)0/915 A755 (it 9]0/930 2950 I Consultant MIIMN'''', 41141 iiirfaTT_ ni,. _, opi, G a , �� ._... NEW RETRACABLE AWNING \ �' _. .1.. ...1 � - ,�I E 1 I n Lip-9 r-,'�- '�U�+"��"•!- .mmeaffleim _ �I UPPER LEVEL LIVING ROOM IOwn —� —JI --IL—__JV _"!� — ■�Q T ��-L--� III - - ®■I 1 1 1 1 I n 6 - n n- n n 11 - m imm!t1'iT�.,- n mi .311101.1.1.71 e■�_ a_ ost � _ al_ ,L UPPER LEVEL MASTER BEDROOM =-I{� ==� _ �� "1 Y T.O.PLY=100'-97/B"(V.I.F.) N®�.®�\rala.T® E ma.®� - - ��--�—�'- �®� In�i�� imp®O.: MI 12a�iiil�T■r��rt�Ti�o i®■I�a�O 155na: ,off -0� sd = 2018.12.21 PERMIT ,in `I� 11 : et '` MIDDLE LEVEL Y T.O.PLY=92'-2"(V.I.F.) O EAST ELEVATION PROPOSED -in Ili 2 SCALE 1/4"=1'-0' -- 4NL 7 201 CLUBSIDE REMODEL ____- i ' :‘," . 7 201 Clubside Drive Aspen,CO 81611 NEW SNOW FENCE AND Al - r; BYLIN SNOWM ELT NEW RETRACTABLE AWNING p `MIMIM _ — oNJk2b7/1Q1'd9 _ ZONING _ N / e A-��PP OVE Co - 1, 1 UPPER LEVEL LIVING ROOM RDS 1 I - - -}- - 1" T.O.PLY=103'-6"(V.I.F.) L. I 1 I PROJECT NO: \ \ \ / 21840.00 �I r a \ / \ SHEET TITLE 1 r r 01 I I Iilit I EXTERIOR ELEVATIONS �_ MIDDLE LEVEL SCALE: T.O.PLY=92'-2"(V.I.F.) A201.2 z. SIL OSS DAS50CITES WEST ELEVATION PROPOSED 02014A"`"�`°"`"°`A"`" 1� 22 SCALE PAOPEAttOPBILL PoSSANOA6mCIATES ACEIINVED SCALE 1/4"=1'-0" os Passion THIS v eniroaexoa soDiA spgmHH)�l7offuyyrT�TOE j�PRIOR women g N BILL POSSANDASmCIATESreAACRITECNREANO61RWiyc glib L9 ALL COMMON RETaATOOYAND OTHER AE6LA RESERVED ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING IA ,s�04 C0(NI) L J _ / B-2 ° * - * IL il FOAaafi'- _ + B.VOI.RIDGEE.) 18'-4'A.F.F. ENTRY TRUSS TO BE REMOVED ►H( - - 605 EAST RAIN SPRFFT ASPEN, COLORADO 81611 111970/925 A755 (F)970/920 2950 REMOVE EXISTING KING .. 2. EXISTING TRUSS,SEE STRUCTURAL FOR NEW Consultant POST AND BOTTOM CORD, 11I,1 SEE STRUCTURAL FOR NEW COLLAR TIES COLLAR TIES I 111111�11 III��I�I�I�II _ VLLFO'-4'A.F.F. E /' V"- LI ■I■ ■I■ ENTRY NEW METAL COLLAR TIE ■■ ■■ PER STRUCTURAL i / A200 ■I■ 111 !11 !EI , / LIVING ROOM (■■ 1111 I■I A2061 t I_ I I L. UPPER LEVEL LIVING ROOM __ _ ,L T.O.FINISH .__ p _ T.O.PLY=103'-6"(V.I.F.) Issue: Y ;C % — ,ll 2018.12.21 PERMIT — -�.J.�.•.�,�ww — T L Y T.O.PLY=100'N97/8"(v.I.E.) CDLIVING ROOM SOUTHII- Is SCALE 1/4'=1'-0' O+ %.F.) SCALE 1/4"=1'-0' SECTION THRU ENTRY - REMOVE EXISTING KING POST AND BOTTOM CORD,SEE STRUCTURAL FOR NEW COLLAR TIES (V.IEL..E.)10'-0'A.F.F. L / \ \ / \ \ - NEW FOLDING / \ \ \ PANEL GLASS DOOR \\ // // // 201 CLUBSIDE REMODEL \ / / / \ / / / — ./ / / — ,k T.O.FINISH 201 Clubside Drive Aspen,CO 81611 ED DINING ROOM SOUTH NBYLIN EW SNOW FENCEEXISTING TUSS, AND SCALE 1/4"=1'-0' 0 EXISTING KING POST ANDS J 0 D NEW RETRACTABLE VW -—- BOTTOM CORD,SEE AWNING .� STRUCTURAL FOR NEW COLLAR �IL2}j7/ 9 J 01 _ GOI�i,Til mow. TIES —�'1\ BEAMSTRUCTURAL FOR NEW ZONING • DINING I` I EL.15'-O'A.F.F. �_—_ W \ ` J PP OVE (V.I.F.) A209 KITCHEN -E/' '"`f NEW FOLDING PANEL IA2101 REMOVE EXISTING KING POST AND GLASS DOOR NEW POCKET DOOR LIFT& BOTTOM CORD,SEE STRUCTURAL ® \ SLIDE RDS FOR NEW COLLAR TIES _— + EL.10'-0'A.F.F. e o e \ / L 1 Ae01 L �nl-p-p-vttt _l T.-.-, UPPER LEVEL LIVING ROOM PROJECT NO: L T.O.PLY=103'-6'(VIE) 21840.00 —��-4 ' NEW DOOR � DI BATH BEDROOM BATH SHEE TITLE IA1131 IA1141 IA1151 SECTIONS/INTERIOR Nrifiu it ELEVATIONS T.O.FINISH I. II., N _E DINING ROOM NORTH SECTION THRU DINING A301 7.4 SCALE 1/4'=1'-0' O SCALE 1/4'=1'_0. ©2014 excx cTuxeAAro vlurvTEein 11� THE IffORMATION MO DEIGN MINT CON PAOPEAttOPBILL PoSS AND ASSOCIATES, N �D NO PASSION HIBILLPoMATIOMA $Y OEAUSSD NWnHHN)�7Off1.y�1AEE�PP9RDII0O�R WRITTEN g N BILL POSSANOASmCIATESre 11144:ANp61RWiycnati L9 COPv`RIc6N°T:RETa"TDmrnNDDTNENNESLN DNI ASPEN BUILDING DEPARTMENT NEW WOOD CAP A ti poss LIVING ROOM \ o ARCHITECTURE+PLANNING 1NEW SAFETY GLASS RAILING, 6208 = I REF DETAIL 4 A501 = NEW SAFETY GLASS RAILING, / \REF DETAIL4 A501 UPPER LEVEL } \ L ,LUPPER LEVEL ifLOFC'Oto\ ,�,! T.O.PLY=103'-6'(V.LF) � \ ZY T.O.PLY=103'-6"(V.I.F) �' yp Z ENTRY� � /MIDDLE LEVELAzoo ro / \\ \ NEW FLOOR1•76 tr #,T.O.PLY=92'-2'(V.I.F) NEW FLOOR,REF STRUCTURAL \� UPPERLEVEL\ T.O.PLY=100'-9 7/8"(V.I.F) 7 EbARd''' I I Eo AIti!"111111 i NEW SAFETY GLASS RAILING, - A5o1 ,L MIDDLE LEVEL ! ...- Co REF DETAIL 4A501 ' \ \\ Y T.O.PLY=89'-5 3/4'(V.I.F) A501 O 84 FOYER - I I� 605 EAST RAIN SIRFFT ASPEN, COLORADO 81011 LID 5 I \ CO A1051 (T1970/925 4755 (F)970/920 2950 Consultant 10 NEW RAIL ELEVATION °aE Co , I }I SCALE 3/8'=1'-0" \ NEW SAFETY GLASS RAILING, ,°> REF DETAIL 4 A501 NEW WALL MOUNTED /� .-- HANDRAIL TO CONTINUE ea DOWN STAIRS i 1/ + MIDDLE LEVEL _ _ _ _ _ _ _ MIDDLE LEVEL f i T.O.PLY 92'-2'(V.I.F) , M T.O.PLY=92'-2„(YIP) it Jy MUD ROOM b Jr i IA102 r-NEW SAFETY GLASS RAILING, .- x -Ji / < MIDDLELEVELREF DETAIL4A501 �- \ -? T.0.PLY=89'-53/4'(V.I.F)IMOMI / _ NEW HANDRAIL WALL MOUNTED 0 ! 6O TO MATCH NEW WOOD CAP AT �` SAFETY GLASS RAILING • _Lep= _ MIDDLE LEVEL- T.O.PLY=89'-53/4'(V.I.R MEDIA ROOM \LL ILL H��5 Issue: AOOl Co \ 2018.12.21 PERMIT }� I I MEDIA ROOM -\-HI' I IA001I I I I NEW RAIL ELEVATION I p -Z TO OONC.=79'-10'(V.LF) - T.O.CONCVE79'-10"(V.I.F) >., SCALE 3/8'=1'-0" O AI NEW SAFETY GLASS RAILING, REF DETAIL4A501O STAIR SECTION O STAIRSECTION / � SCALE 3/8'=1'-0' � " 1'-Oil NEW WALL MOUNTED 'I/ HANDRAIL TO CONTINUE NEW SAFETY GLASS RAILING, 141iiiiiiiiiiiiiii. .w DOWN STAIRS REF DETAIL 4 A501 '� b 4 3 Ark 1111 201 CLUBSIDE REMODEL —_ iy __- _ MIDDLE LEVEL A401 A401 + T.O.PLY=92'-2'(V.IP) I k 7'-61/4' / MIDDLE LEVEL 201 Clubside Drive T.O.PLY=89'-53/4'(V.LF) I I Aspen,C081611 _ _________ MIDDLE LEVEL T.O.PLY=89'-5 3/4'DUB) ENTRY 9 'I r— ' DN iO 1A2001 ° A401 M STAIR MUDROOM n J-J P 1 0�l D STAIR F., 0 ° DN AIoz IIILLLIJJJ°°°�LLLJJJIIII OWk2137/ 9 ro \\ // + La PLYEV100'-97/8'(VIF) `I. ZONING $ NEW RAIL ELEVATION NEW RAIL ELEVATION MWDV ZONING T.O.PLYLE LE= EL 89'-5 3/4"Din -~— OPEN TO A401 SCALE 3/8•=1'-0' SCALE 3/8'=1'-0' BELOW - - HAW GLASS PP OVE - / \ ,-, HANDRAIL WITH 0 NEW SAFETY GLASS RAILING, ., / \ NEW GLASS -a WOOD CAP ® NEW SAFETY GLASS RAILING, ° / \ \ ‘, Li RAILING WITH - ,- A501 /REF DETAIL 4 A501 - WOOD CAP r 8 ArkREF DETAIL 4 A501 t' 1 RDS - rillilMM NEW WALL MOUNTED I © j -, -MHANDRAIL TO CONTINUE I,o < j /DOWN STAIRS > _ _ UPPER LEVEL En I UPPER LEVEL NEW FLOOR AREA -- � yy - - PROTECT NO: miliT.O.PLY=103'-6"(V.LF) Y T.O.PLY=103'-6'(V.LF) /%X%//%/X/� .�,1 ti PROJECT 0 UP I = % % J _ I ,L UPPER LEVEL _ ____- __ + UPPER LEVEL I I SHEET TITLE Y T.O.PLY=loo'-9 7/8"(V.I.F) T.O.PLY E 100'-9 7/8'(V.I.F) \ b L - e Co L ` v ,0-_ i U.C. UP DN ^` ENLARGED STAIR PLAN& a . ® REF. .1 N—a �� SECTIONS 6'-63/4' A401 6 NEW RAIL ELEVATION 5 NEW RAIL ELEVATION 2 UPPER LEVEL STAIR PLAN MIDDLE LEVEL STAIR PLAN OIL 09M DNMMOCION MO DEIGN TTC ©2014 BILLPDTS AREaxor SEND PflOPEAtt0E BILL INFOR INFORMATION NMlol 00 S.a SCALE 3/8'=1'-0" SCALE 3/8'=1'-0" SCALE 3/8"=1'-0' SCALE 3/8'=1'-0" NO Passion THIS niroaexoa socxiarzs namHH)�l7offuyyrT�TxAAEj�PRIOR women g N BILL POSSax0 aSOZEMreaACNIiFClUREax0NRWiyc,R ata9 OOPYRIOHTT:LAW STATUTORY RESERVED°'axno7xeA xl ASPEN BUILDING DEPARTMENT p o ss ARCHITECTURE+PLANNING \ EXISTING WOOD I \ \ SHINGLE ROOFING \\ NEW SNOW FENCE �QF COC�� ( \\ NEW ROOF MOUNTED 4 1 O _ ,2: AWNING MODEL 6 V * - // �� \ MARKILUX ES-1 �t 1 . ..,,, „v. ...., „........ „Ns ,..........• , ...... ,................ ,s ,...... / 0* \ EXISTING PLATE r a' „ ,N 0, Ii I EXISTING PLATE ��. \ \ `O�F' 605 EAST MAIN STREET ASPEN, COLORADO 61611 /.4�'� \ \ 0' IT)970/R15 8755 (E)9]0/910 2950 /..�'i. * A WATERPROOFING 1 `vv NEW SOFFIT MOUNTED o.dO��Si2 I 1 IT' REMOVE PORTION OF Consultant / .��.�� I I 11 \ EXISTING WOOD SHINGLES AWNING MODEL / ,p.�6i WATERPROOFING NEW CHANNEL HEADER \ MARKILUX 6000 //�./t`''" REF.STRUCTURAL DRAWINGS -I j \ AS REQUIRED AND FINISH h � MATCH EXISTING ` �� ., SYSTEM AND COPPER TH NEW ICE MELT /1 ' INTERIOR FINISH SHEATHING 1 \, SLIPSHEET P/ ,...._ / it. PATCH ALL AND REPAIR �: SHEATHING TRIM TO MATCH EXISTING ALL WATERPROOFING PENETRATIONS AS .II MATCH EXISTING •� REQUIREDBY HOA/ INTERIOR FINISH- �_�' PROPERTY MANAGER 5 91.111100...._' - fBLOCKING AS REQ. BLOCKING AS REQ. ��MATCH EXISTING -L _ MIFtely Yj.L.--y/TRIM TO MATCH EXISTING SHIM AS REQ. I I NEW PHANTOM SCREEN I s __ ' 4 MATCH EXISTING NEW FOLDING DOOR el— EXISTING WINDOW I® WINDOW HEAD AT SOFFIT WITH AWNING V 6 FASCIA DETAIL WITH ROOF MOUNTED AWNING Issue: NW SCALE 1 1/2'=1'-0' A501 SCALE 1 1/2'=1'-0' 2018.12.21 PERMIT NEW FOLDING DOOR EXISTING BACKER ROD AND SEALANT [s, �� TRIM TO MATCH EXISTING 1I II, BLOCKING AS REQ. 11111101. PER NAILING FIN WATERPROOFING '�III ' ,iNEW HEADER,REF3-2x6 COLUMN I,I,. STRUCTURALREF.STRUCTUTAL DRAWINGS l�C-IIBLOCKING AS REQUIREDSHEATHING - I�lyll,`InI kip i j�'I I I [ V[IJ.1I ��1 ��1, EXISTING INSULATION NEW POCKET DOOR `!I�//'��1 LIFT&SLIDE SHIM AS REQ. MATCH INTERIOR FINIISH 201 CLUBSIDE REMODEL REMOVEABLE TRIM AT PHANTOM SCREEN ROLL 201 Clubside Drive HOUSING PHANTOM SCREEN Aspen,CO 81611 1© DOOR HEAD AT KITCHEN I© DOOR JAMB AT DECK 1461, SCALE 1 1/2'=1'-0' NW SCALE 1 1/2"=1'-0" WOOD TRIM BEYOND 0I�IL2&/�9 J 0 WALL BEYOND ZONING y / NEW FOLDING DOOR 1 I NEW FLASH NG PHANTOM SCREEN APP OVE py II"' NEW 1/2'TEMPERED III �LLI r Ti NEW WOOD CAP GLASS RAILING SYSTEM 'il II'' '��%a WITH EASED EDGES WITH WOOD CAP NEW STONE AT THRESHOLD \ SEE STRUCTURAL FOR GLASS I� EXISTING WOOD FLOOR; CHANNEL CONNECTION VIERFY IN FIELD RDS NEW 1/2"TEMPERED GLASS r/ upi Id ,L T.O.FIN.FLOOR RAILING SYSTEM m Y 103'-6" 1/2' %r +o�ei = ,,LL T.O.PLYWOOD EXISTING STAIR �_ - Y 103'-5 1/4" PROJECT NO: / T.O.BEAM 21840.00 1;amg KU \ j,,1Ir v, VItiL 103'-4 1/2'' T T.O.PLY./2 DECK Y 103'-01/2" ��---_ WATERPROOFING SHEET TITLE 9� NEW 3/4'WOOD TRIM TO MATCH EXISTING WOOD FLOORING ��yy� COUNTER FLASHING DETAILS EXISTING ... EXISTING STURCTURE; VERIFY IN FIELD 7 HANDRAIL DETAIL 4 RAIL DETAIL 1 DOOR SILL AT DECK A501 A501 SCALE 6'=1'-D' A501 SCALE 11/2'=1'-D' A501 SCALE 1 1/2"=1'-0" ©2014:IgH TuxEAarovurvTEeiN 11� PAOPEAtt OE BILL POSS AND ASSOCIATES,e THE INFORMATION AND OEM INTENT AREeE1vE D NO PANT OF SSION THIS BILLPOMATION$Y BE USEDPOHHN)�7OffeyyfT�TEE�PRIOR WRITTEN g N BILL POSS AXO USOCIATESreAACNITEC:ANp NRWi(F Mitt L 9 ALL COMMON RETaATDTD YANDDTNER RESERVED Ai ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING ��pf CO(p 2 0 70. B IL (V. EL. 'J-6'A.F.F. _ EL.(V.LFJB'-6'A.F.F. �\ BF f0 Af1 - \ r ' 605 EAST MAIN STREET ASPEN, COLORADO 81611 IT)970/925 9755 (F1970/920 0950 Consultant • 4, T.O.FINISH _ _ 4 T.O.FINISH EDMUDROOM A102 EASTMUDROOM A102 EAST SCALE 3/8"=1'-0" 4 SCALE 3/8'=1'-0" TEL.8'-6"A.F.F. EL.8'-6'A.F.F. EL.8'- Issue: (V.I.F.) - T (V.I.F.) n ^ ^ ^ n ^ - T (V.I.F.) \ / \ / \ / \ / \ / \ 2018.12.21 PERMIT ,,, ,\ V V V V V V Z /' f I \ e.? m m / x' '\ TRASH W D D T.O.FINISH _ + T.O.FINISH _ + T.O.FINISH O SMU3DROOM A102 SOUTHCALE O SCALE MU3DROOM A102 NORTH O LAUNDRY A104 201 CLUBSIDE REMODEL 201 Clubside Drive Aspen,CO 81611 BENCH 'i' En f F P I 0 lJ T D 2 W CiiIL2ti7/IQ1'd9L MUDROOM IA1°2I ® ZONING 5 1/2'-/, 2'-4 5/8" 6'-5 3/4' t 2'-4 5/8' APP OVE BENCH :`,',.'- Li RDS ° 1 __ PROJECT NO: CI)A W D D I 21840.00 I A L ) LAUNDRY / SHEET TITLE N I 1A1041TO BE EXISTING LIGHT RELOCATED -- REL HERE / PANELS TO INTERIOR ELEVATIONS A / REMAIN,VIF i l 1 \ / 1 u � 1201 MUDROOM A102, LAUNDRY A104 ION AND D66A DN INTENTTC ©2014 AIRE.11 9 AAO PurvrviN�kwd END ro PAOPEAtt0EBILL FOSS ST1 0MATSTfS�A SCALE 3/8'=1'-0' NO PART O ov eniroaeON MAY OiAUSEpgmH)l P//TTxAEMOP WRITTEN N BILL POSE ANO ASmCIATfSreAACNITFCTURE ANO NRWGfC,an&9 COOPYRIGHT.RnanT°'°'AND OTHER RESERVED Nl ASPEN BUILDING DEPARTMENT FLOOR FRAMING PLAN NOTES I. ❑OR 0 INDICATES COLUMN BELOW q. [XXX'-XX"] INDICATES TOP OF BEAM ELEVATION 2. •OR• INDICATES COLUMN ABOVE 10. F+c, iy'T:] INDICATES OVERFRAMING 3. INDICATES JOIST BEARING II. ALL SUB FLOORS TO BE 3/4'T 4 G PLYWOOD SLU-NAILED 4. C INDICATES JOIST HANGING WITH NAILING A5 NOTED IN GENERAL NOTES. 5. -4I- INDICATE-5 MOMENT CONNECTION 12. ALL COLUMNS SHALL BE 2-2x6 UNLESS NOTED OTHERWISE 13. ALL HEADERS UNLESS NOTED OTHERWISE SHALL BE 3-2x10 6. INDICATES SURFACE PLANE STEP IN ELEV. OR 2-4 I/2"VL WITH 2"RIGID INSULATION. COORDINATE WITH ARCHITECT. NO INSULATION AT INTERIOR WALLS. 1. INDICATES BUILDING ELEVATION 14. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR 8. 5HEAR INDICATES 1/2"PLYWOOD 5HEAR PANELS ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS. [X-XX"] FOR EXTENT INDICATED. PROVIDE NAILING AS NOTED IN GENERAL NOTES. ■ ■ 5.K.PEIGHTAL ENGINEERS - - WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN - - ■ ■ INTENT THEY CONVEY,OR FOR CD I PROBLEMS WHICH ARISE FROM OTHERS'FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF I ■ ■ 5.K.PEIGHTAL ENGINEERS WITH CLOSET STORAGE r RESPECT TO ANY ERRORS, BATH 1 II^^115 I A1t73 I L —� I OMISSIONS,INCONSISTENCIES, A115 \\ f' I I/ --It AMGARAGE WHICH AITIES,OR RE ALLEGED.GCONFLICTS 1 1 R I Al GG I THESE DRAWINGS ARE TO BE / — ---- -TVTQb Rb6TVT--------I ■ USED WITH THE ARCHITECTURAL /// - I STAIR Ih_ IA1021 I DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE / FLOOR FRAMING SIZED/REVIEWED f I r' I • REQUIREMENTS FOR ( FOR STONE/CONGRETE TOPPING NOT DEN •*I -p CONSTWG710N.WHERE TO EXCEED I/2"THICK.TYP UNO A11 4 "' CONFLICTS OCCUR,CONTACT LIGH TWELL it Lu ■ 1^u - 7.PLY ARCHITECT FOR CLARIFICATION. +100'A 7/8° 1 5 I/2"VL IF THE ABOVE LINE 15 NOT ®12'OG I'LONG ON FULL SHEET L - NEW DN ALL BELOW. ABOVE. BEAR I (1/2"LONG ON REDUCED SHEET), ON FHU WALL BELOW. B.PL'C' TH NOT TO THE //�� 3/I6 _ I" LAUNDRY I SCALE INDICATED. ■ ) NEW H55 4x4 I • I A104 I NOTE: __t__� ABOVE -- \ I I)Al::LL STRUCTURE INDICATED LU26R-I8 _�OVERFRAME TO --L AS EXIST'G IS A55JMED d TOP OF PLY=103'-6' I MUST BE VERIFIED IN FIELD. • +T.PLY (E.)2-14"ML 2)IF CONDITIONS EXIST OTHER 103,6" [103,5 1/4"] J u I` THAN AS ASSUMED,THE - _---� I LJ 0 STRUCT.ENG.SHALL BE C >011 RT NOTIFIED FOR WORD. UP DN AGE J 3)ALL EXIST'G STRUCTURE NOT AFFECTED BY THE REMODEL i- IHAS NOT BEEN REVIEN✓ED. 4)SEE ARCH FOR ALL DIMSFOYER — __ A1051 _ ELEVATIONS NOT INDICATED. LIGHTWE. BATH BATH �I (E)3-14"ML 0 - A113ACCC BATH// A108 pRp00 L10F�, FJ2-1a"ML ' ■ 0 ■ ■ ■ P°21 Dec'18'�; to NEW H55 2-14"8 T I I �'�.S..........•p�2 NEW HSS 8x4x3/8 ABOVE. EXISTING ABOVE I I '.,'s/ONAL E : COLUMN BELOW. SEE FOUNDATION PLAN I IIII 1 I I •K•P•E BEDROOM 1A110 I GUEST MASTER I SK PEIGHTAL ENG@]EERS SEE ARCH.FOR BASALT,COLORADO 81621 LIGHTWELL 1 I A ALL DIMENSIONS PHOA`�,: I M BEDROOM �© 4 ELEVATIONS �� ® NOT INDICATED. �t y.�� A106 I 20 I_UI5 I /1 9 _J R. k ZONIN3 ■ i ASf zN,COLORADO ,-------).3. �� LL I,_ a DATE I ISSUE • UP y it} '2'2"f ki5.4,1,65APP OV0, • y• 12/21/f RDS . ■U . •■ •■ •■ _ _ I JOB # 18045 TITLE: UPPER FLOOR FRAMING PLAN riN U FER FLOOR FRAMING ELAN SHEET: NORTH SCALE 1/4"=1'-0 on 22"x 34" S 121 SCALE 1/8"=1'-0 on II'x IT RECEIVED 01/08/2019 ASPEN BUILDING DEPARTMENT ROOF FRAMING PLAN NOTES I. ❑OR 0 INDICATES COLUMN BELOW 8. F,x,•,,'xxx.6C( INDICATES OVERFRAMING 2. INDICATES RAFTER BEARING P. ALL COLUMNS SHALL BE 2-2x6 UNLESS NOTED OTHERWISE 3. C INDICATES RAFTER HANGING 10. ALL HEADERS UNLESS NOTED OTHERWISE SHALL BE 3-2x10 OR 2-5 1/2"VL WITH 2"RIGID INSULATION. COORDINATE 4. -0- INDICATES MOMENT CONNECTION WITH ARCHITECT. NO INSULATION AT INTERIOR WALLS. 5. INDICATES ROOF PITCH BREAK II. ALL SLOPED ROOF SHEATHING TO BE 5/8"CDX PLYWOOD WITH NAILING AS NOTED IN GENERAL NOTES. 6' SHEAR INDICATES 1/2"PLYWOOD 5HEAR PANELS 12. ALL LEVEL ROOF SHEATHING TO BE 3/4"CDX PLYWOOD [X'-XX"] FOR EXTENT INDICATED. PROVIDE NAILING WITH NAILING AS NOTED IN GENERAL NOTES. A5 NOTED IN GENERAL NOTES. 15. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR "I. [XXX'-XX"] INDICATES TOP OF BEAM ELEVATION ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS. S.K.PEI6HTAL ENGINEERS WAIVES ANY AND ALL * TIT RESPONSIBILITY AND LIABILITY .... • 4111, —EP FOR PROBLEMS WHICH ARISE _ FROM FAILURE TO FOLLOW IIGN INTENT THEY CONVEY,ORLAN5 AND THE E FOR SHOWER PROBLEMS WHICH ARISE FROM THESE OTHERS'FAILURE TO OBTAIN A206 AND/OR FOLLOW GUIDANCE OF _L _ _ S.K.PEI6HTAL ENGINEERS WITH i y :, I RESPECT TO ANY ERRORS, AMBIGUITIES,NS, OR CONFLICTSIES, �♦ REF. / - ~ I WHICH ARE ALLEGED. PANTRY THESE DRAWINGS ARE TO BE �� L A2„ WC USED WITH THE ARCHITECTURAL .� KITCHEN • 44 CLOSET WC r— CLEARLYDRAWINGS ONDEF HE OFTHEo / \ A21 -_- DEFINE ALL OF THE MASTER REQUIREMENTS FOR BATH CONSTRUCTION.WHERE ENTRY IA204 CONFLICTSRT OCCUR,CONTACT 1 DWr • DN A200ARCHITECTFORCLARIFICATION. CLOSET IF THE ABOVE LINE 15 NOT \ A207I"LONG ON FULL SHEET `\` - - \\ (I/2"LONG ON REDUCED SHEET), ,�� THIS DRAWING IS NOT TO THE EN TOSCALE INDICATED. ELOW 1 NOTE: 6k - REF. 6k I)ALL STRUCSTURISE INDICATED A 1ox55 POWDER MUSETXBE VERIFIEAD NEFIELD. �� 2)IF CONDITIONS EXIST OTHER �Q` E3 o / C hY6 � THAN A5 ASSUMED,THE __ STRUCT.ENG.SHALL BE ®_ 0�' 1 L NOTIFIED FOR WORD. PROVIDE 2-2x PLATES 8 LAYER - /' i \ 3)ALL EXIST'G STRUCTURE NOT 3/4"THICK PLYWOOD TO BOTTOM 1 i o N UP AFFECTED BY THE REMODEL FLANGE OF A-BEAM HEADER / N g w HAS NOT BEEN REVIEWED. ..N" MASTED,. 4)SEE ARCH FOR ALL DIMSd _ C w O BENROOId ELEVATIONS NOT INDICATED. (E)TRUSS-REMOVE K.POST d ,A209-----_. o_i r IA2033 BOTTOM CHORD. REPLACE WITH u o STEEL ROD. DETAILS d 2/S531qD- ' o,POD L/0'\ � � �G� s 2 o :NE PRas sFo••• `U� it..Ao i 41a 6 T (py "'�S� , o:z1 Dec'18/ 1 • �1 ak „_ _C 15x4o_-- / 8k - __�„ • SS/ANAL EN r� TRU55 TO BEAR ON NEW10 IIIIi t— (E) - STEEL BEAM. PROVIDE NEW 8 d® I REMOVE K.POST d BOTTOM CO.HOR STEEL COLUMN BELOW W-BEAM ` X • REPLACE WITH STEEL ROD. SEE . LI VI N S, DETAILS I d 2/S531 ROC ,A20E VIF S•K•P•E I _____ S K PEIGHTAL ENGINEERS NOTE' BASALT,COLORADO 81621 I ALL DIMENSIONS PHOA`N,: , 1) m M 11•-• H 4 ELEVATIONS �f _I NOT INDICATED. 20 ,I-UE ❑ I o R. k rr; 2 / 9 J DECK I DECK ASrN,COLORADNOI N 3 to 1 3._v3\3 3 33�3 J DATE (ISSUE ` 12/21/` reAPP - - - - - - ❑ I (E)TRUSS I 12/21/'f 141 REMOVE K.POST d BOTTOM CHORD. '��%a I REPLACE WITH STEEL ROD. SEE RDS * DN GRILL = DETAILS!4 2/S531 n r I1° NI Ilb--* *---dlI IB ®J ifliNIP / 1 : plik : I JOB # _ 15045 TITLE: ROOF FRAMING PLAN rN ROOF FRAMING ELAN SHEET: NORTH SCALE:1/4'=Ib on 22"x 34" S 12 2 SCALE:1/8"=1'-0 on II"x IT RECEIVED 01/08/2019 ASPEN BUILDING DEPARTMENT GENERAL NOTES DETAIL INTENDED ONLY AS 201 CLUBSIDE EXISTING TRIP-JOIST FABRICATED WOOD JOISTS E.ALL EXISTING CONDITIONS M%T BE VERIFIED BY THE BUILDER IN THE FIELD.UNKNOWN AND GRAPHICAL REPRESENTATION OF 21 DECEMBER 2018 I SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND PLYWOOD OR 05B VARIED CONDITIONS MAY ER FOUND.NOTIFY THE ENGINEER OF ANY STRUCTURAL CONDITIONS EXISTING TRUSS PROFILE. EXISTING HERS GALLED FOR ON THE DRAWINGS A5"TJI'ARE A5 MANUFACTURED BY THE TRUS-HOIST FOUND TO VARY FROM THAT INDICATED. DESIGN REVISIONS MAY BE RETJIRED AND ARE CONDITIONS NOT REVIEWED. A.STRUCTURAL DESIGN CRITERIA-CITY OF ASPEN CORPORATION OF BOISE,IDAHO. FABRICATED WOOD JOISTS SHALL BE INSTALLED IN EXPECTED A5 A PROCESS OF REMODEL WORK. I.DESIGN CODES ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SUPPLY ALL PLATES, o INTERNATIONAL BUILDING/RESIDENTIAL LODE(2015) BLOCKING,BRIDGING,BRACING,STIFFENERS AND OTHER RELATED ITEMS A5 RECOMMENDED F.ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE 2.SNOW LOADS BY THE MANUFACTURER CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR ARCHITECTURAL AND DISCREPANCIES SHALL DE BROUGHT TO THE ATTENTION OF TIE CONTRACTOR TO PROVIDE a.GROUND SNOW LOAD(Pg) IDD pH SUPPORTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS ARCHITECT. SHORING AS REO'D DURING b.FLAT ROOF SNOW LOAD(Pf=O.T r Pg) TO PHI AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. JOISTS REMOVAL OF BOTTOM CHORD AND 3.RESIDENTIAL FLOOR LOAD NOT HAVING A FINISH MATERIAL FASTENED DIRECTLY TO THE BOTTOM FLANGE SHALL HAVE A G.THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT KING POST. MEANS AND METHODS a.LIVE LOAD 40 psi CONTINUOUS 2X6 BRACING STRUT AT THIRD SPAN POINTS NAILED WITH 2-100 NAILS AT EACH RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS. NOT REVIEWED. b.DEAD LOAD(PER 5-IN-91 STRUCTURAL PASS) 32 psF JOIST. 4 WND H.COORDINATE ALL OPENINGS THROUGH FLOORS,WALLS,AND ROOFS WITH TIE MECHANICAL a.WIND SPEED IBC BOISE CASCADE FABRICATED WOOD JOISTS AND ELECTRICAL CONTRACTORS. BUILDER TO NOTIFY STRUCTURAL ENGINEER REGARDING TRUSS AT DINING SIMILAR. ALL V 3-SECOND GUST 90 mph SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND PLYWOOD OR 058 SIZE AND LOCATION OF ANY PENETRATION THROUGH STRUCTURAL SYSTEMS.NO PENETRATION BOLTED CONNECTIONS HAVE HALF V FASTEST MILE T6 mph HERS CALLED FOR ON THE DRAWINGS A5'BGI'ARE A5 MANUFACTURED BY THE 8015E SHALL BE PERFOMRED PRIOR TO STRUCTURAL ENGINEERS REVIEW. THE NUMBER OF BOLTS INDICATED N.EXVRE B CASCADE CORPORATION OF WHITE CITY,OREGON. FABRICATED WOOD JOISTS SHALL BE 5.SEISMIC INSTALLED IN ACCORDANCE WITH TIE MANUFACTURERS RECOMMENDATIONS. SUPPLY ALL I.DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE IN THE LIVING ROOM TRUSS a,DESIGN CATEGORY C PLATES, BLOCKING,BRIDGING,BRACING, STIFFENERS AND OTHER RELATED ITEMS A5 WALLS ARE IN PLACE. b.SITE CLASS D RECOMMENDED BY THE MANUFACTURER.CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL 6.FROST LINE DEPTH(UN-INSULATED) ON" INTERIOR SUPPORTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL J.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. B.FOUNDATION JOISTS NOT HAVING A FINISH MATERIAL FASTENED DIRECTLY TO THE BOTTOM FLANGE SHALL S.K.PEIGHTAL ENGINEERS NO FOUNDATION WORK THIS PROJECT. HAVE A CONTINUOUS 2X6 BRACING STRUT AT THIRD SPAN POINTS NAILED WITH 2-10d NAILS K.PROVIDE AN LSTA STRAP AT ALL DISCONTINUOUS WALL PLATES. EXTEND STRAP A WAIVES ANY AND ALL AT EACH JOIST. MINIMUM OF 1H"BEYOND INTERRUPTION,EACH SIDE. ANOMALIESOP MAY INCLUDE STEEY RRESPONSIBILITYPRBLM AND LIABILITYARISE C.STEEL COLU4N5,MECHANICAL PENETRATIONS,CORNERS,LEVEL/SLOPED PLATE TRANSITION,HEAVY FOR PROBLEMS WHICH ARISE 4111111111LE Efl'13 :: .... ALL WIDE FLANGE STEEL SHAPES SHALL CONFORM TO ASTM A992. FOR 5,M,AND HP EXISTING MICRO-LAM LUMBER BEAMS TIMBER BACKSPANS,ETC. FROM FAILURE TO FOLLOW I SHAPES AND CHANNELS,STEEL SHALL CONFORM TO A36.TUBE COLUMNS SHALL CONFORM TO VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 3/4"THICK GALLED FOR ON THE EXISTING TRUSS AT LIVING ASTM A500(GRADE B)LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A53 (GRADE DRAWIN65 A5"ML'ARE AS MANUFACTURED BYTHE EES 015T CORPORATION OF BOISE, L.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED THESE PLANS AND THE DESIGN El. ANGLES AND PLATES SHALL CONFORM TO A36. ALL SHOP CONNECTIONS SHALL IDAHO. MICRO-LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR INTENT THEY CONVEY,OR FOR BE MELDED AS INDICATED ON PLAN. FIELD CONNECTIONS SHALL BE STANDARD FRAMED MANUFACTURERS RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS 15 REQUIRED,THE SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT TIE STRUCTURE DURING PROBLEMS WHICH ARISE FROM Cil ®I/2'=I'-0r 18045 BEAM CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A30T 3/4"DIAMETER BOLTS TO FIT MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF I6-PENNY COMMON NAILS CONSTRUCTION. SUCH MEAJJRES SHALL INCLUDE,BET NOT BE LIMITED TO,BRACING,SHORING OTHERS'FAILURE TO OBTAIN BEAM IN SINGLE ROW AND SHALL CONFORM TO ASTM A301,BEARING-TYPE CONNECTION, SPACED 12'OC.FOR MEMBERS HIM14'AND GREATER DEPTH,USE THREE ROWS.BEAMS OF FOR LOADS WE TO CONSTRUCTION EYUIPMENT,ETC. OBSERVATION VISITS TO THE SITE BY AND/OR FOLLOW GUIDANCE OF UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL CONFORM TO ASTM A30"1. 57RI1CTI.RAL FOUR MEMBERS OR MORE SHALL BE BOLTED TOGETHER WITH TWO ROWS OF I/2.DIAMETERTHE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL 5.K.PEIGHTAL ENGINEERS WITH STEEL SHALL BE DETAILED,FABRICATED AND ERECTED IN ACCORDANCE WITH LATEST TIRE-DOLTS a 24'O.C.TYPICALLY UNLESS NOTED OTHERWISE. THE STRUCTURAL ENGINEER BE RESPONSIBLE FOR THE CONTRACTORS MEANS,METHODS RESPECT TO ANY ERRORS, PROVISIONS OF THE AISC MANUAL OF STEEL CONSTRUCTION AND AISC CODE OF STANDARD OMISSIONS,SEQUENCES FOR PROCEDURE OF CONSTRUCTION OR THE SAFETY PRECAUTIONS OMISSIONS,INCONSISTENCIES, REMAINING TOP CHORD ELEMENTS VERSA-LAM LUMBER BEAMS AND THE PROGRAMS INCIDENT THERETO. TO BE WRAPPED TO HIDE EXISTING PRACTICE. SHOP DRAWINGS SHALL BE SUBMITTED TO TIE ARCHITECT OR ENGINEER FOR VERTICALLY LAMINATED VENEER HEADERS AND BEAMS CALLED FOR ON THE DRAWINGS A5 AMBIGUITIES,OR CONFLICTS REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH BEAM,APPLICABLE WHICH ARE ALLEGED. STEEL PLATES BO . SEE "VL"ARE A5 MANUFACTURED BY THE BOISE CASCADE CORPORATION OF WHITE CITY OREGON. 15045 CONNECTIONS,LAYOUT,AND BRACING. USE WELDERS MEETING THE REQUIREMENTS OF THE , ARCHITECT FORAND ALL LTSFINISH HISS•STANDARD QUALIFICATION PROCEDURE'. COMPLY WITH AW5 DM'STRUCTURAL WELDING VERSA-LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE THESE DRAWINGS ARE TO BE APPEARANCE REQUIREMENTS. CODE.' ALL WELDS SHALL BE ETOXELH TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL MANUFACTURERS RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS 15 REQUIRED,THE USED WITH THE ARCHITECTURAL STEEL WITH APPROVED PRIMER.TOUGH-UP PAINT AT EXPOSED BOLTS,WELDS,AND ABRADED MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH THE MANUFACTURERS DRAWINGS ON THE PROJECT TO TRIM VERTICAL TAB OFF STEEL SHOP PAINT AREAS. DRY PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RELOMIMENDATIONS TYPICALLY UNLESS NOTED OTHERWISE. CLEARLY DEFINE ALL OF THE PLATE. MAINTAIN EXISTING BOLTED RESISTANT EMBECO 153 OR EQUIVALENT. REQUIREMENTS FOR CONNECTION BETWEEN TOP CHORDS CONSTRUCTION.WHERE EXPANSION BOLTS,WHERE APPROVED BY ENGINEER,SHALL BE 'WEJ-IT', 'RED HEAD', CONFLICTS OCCUR,CONTACT KWIKBOLT", OR APPROVED WEDGE TYPE, INSTALLED IN ACCORDANCE WITH THE ARCHITECT FOR CLARIFICATION. MANUFACTURERS REQUIREMENTS. EPDXY BOLTS,WHERE APPROVED BT ENGINEER,SHALL BE SIMPSON ET,SET,OR APPROVED ADHESIVE SYSTEM,INSTALLED IN ACCORDANCE WITH THE I 1 MANI,FACTURER'S REQUIREMENTS. CONCRETE SCREW ANCHORS,HERE APPROVED BY ENGINEER,SHALL BE SIMPSON EN HD ANCHORS,OR APPROVED ANCHOR SYSTEM, IF THE ABOVE LINE IS NOT MEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS. LONG ON FULL SHEET STATEMENT OF SPECIAL INSPECTIONS (I/2"LONG ON REDUCED SHEET), REMOVE EXISTING KING POST AND D.STRUCTURAL WOOD FRAMING 1.Special inspections and structural testing shall be provided by an independent agency employed by the Owner for the items identified THIS DRAWING 15 NOT TO THE © BOTTOM CHORD. PER ARCH ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS FIR/LARGH GRADED in this section and in other areas of the approved construction plans and specifications,unless waived by the Building Official(see IBC SCALE INDICATED. ® A5 PER LATEST EDITION'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION'BY Chapter 17). NOTE: THE NATIONAL FOREST 1 PAPER ASSOCIATION AND Wl^IPA. 2.The names and credentials of the Special Inspectors to be used shall be submitted to the Building Official for approval. I)ALL STRUCTURE INDICATED J NEW"0 / ROD STRUCTURAL JOISTS(>2X6)NO.2 OR BETTER 3.Duties of the Special Inspector: AS EXIST'S IS ASSUMED d Fb=900 PSI(x1.15 REP)(xcq Fv=100 PSI E=1600000 P51 a. The Special Inspector shall review all work listed below for conformance with the approved construction plans and specifications MUST BE VERIFIED IN FIELD. and the 2015 IBC. 2)IF CONDITIONS EXIST OTHER A._ LIGHT FRAMING STUDS 2X4(5TUD BETTER) THAN A5 AON-JMED,THE F H T PS(xST1.15 REP) T ORcperp=ER5 P51 Fcpar=050 P51 b. The Special Inspector shall furnish special inspection reports to the EOR,Contractor,Owner and Building Official on a weekly S7RIK7.ENG.SHALL BE basis,or more es required by the Building Official.All items not in compliance shall be brought to the immediate attention NOTIFIED FOR CHORD. FRAMING TREATED (NO.2 OR(HEM-FIR BETTER) of the Contractor for frequently asion,and if uncorrected,to the EOR and the Building Official. 3)ALL EXIST'6 STRUCTURE NOT I O REVISED TRUSS AT LIVING I Fb=900 P5I(x1.15 REP) Fcperp=625 P51 Fcpar=1350 P51 c. Once corrections have been made by the Contractor,the Special Inspector shall submit a final signed report to the Building AFFECTED BY THE REMODEL ® /2°0 '-O" 8045 Official stating that the work requiring special inspection was,to the best of the Special Inspector's knowledge,in conformance with HAS NOT BEEN REVIEWED. PRESSURE TREATED AMBER(HEM-FIR No.2 OR BETTER) the approved construction plans and specifications as well as the applicable workmanship provisions of the 2015 IBC. 4)SEE ARCH FOR ALL DIMS d Fb=050 P5I(x1.15 REP) Fv=150 P5I E=1300000 P51 4.Duties and responsibilities of the Contractor: ELEVATIONS NOT INDICATED. HEAVY TIMBER FRAMING(DgXLAS FIR No.I) a. The Contractor shall submit a written statement of responsibility to the Owner and the Building Official prior to the EXISTING HT TOP CHORD Fb=1350 P51 Fv=IlO P51 E=1600000 P51 commencement of work.In accordance with IBC 1704.4,the statement of responsibility shall contain acknowledgement of the special inspection requirements contained within this"Statement of Special Inspections". TIMBERSTRAND STUDS(A5 MANUFACTURED BY THE TRUSJOIST b. The Contractor shall notify the responsible Special Inspector that work is ready for inspection at least one working day(24 hours o,yN00 L/C,eN 1' e EXISTING SIDE PLATE(EACH SIDE)WITH 6 THRU-BOLTS CORPORATION OF BOISE,IDAHO) minimum)before such inspection is required. O,' :NE P%jp,•d�, STEEL COWMN �"-� I/4 (4 a DINING TRUSS). REMOVE PLATE TO ELIMINATE Fv(STUD)=400 PSI Fv(PLATE)=150 P51 Fb=1100 P51 U: •:O TAB TO BOTTOM CHORD AND WELD ON NEW SIDE Fcpa=1400 PSI Fcperp=300 P5I E=1300000 PSI c. All work requiring special inspection shall remain accessible and exposed until it has been observed bythe Special Inspector.SEE PLAN q g p p p n 8 i 41761 P PLATES. RE-INSTALL USING EXISTING BOLT HOLES. 5.Please see the"Special Inspection Schedule"for the types,extents and frequency of specific items requiring special inspections and VERIFY 3/4"0 MINIMUM. FINGER-JOINTED STUDS MAY BE USED IN NON-STRUCTURAL APPLICATIONS PROVIDED DESIGN ' A'z'I Dec"I •t, V UE AND P"LIGHT FRAMING STUDS'ABOVE ARE ACHIEVED. SIZES SHOWN FOR structural tests as part of this project.JO STED FOR ALL ALUMS AS LITRO X-TRA JOISTS A DL AFTEOOD SF AT SPORTSS ANDNG ARE DMINIMUM 1 4cROSS-BRIDGING AT NOT MORE SIZES. PROVIDE SOLID BLOCKING ENTHAN/4 I 5/5"BENT PLATE x 10'LONG W/ 5/5STRONG PIPE 8-0'O.C.BE ORTS EUCEPT A5 OTHERWISE NOTED. PROVIDE BRIDGING AT NorSPECIAL INSPECTION SCHEDULE • 2-3/40 THRU-BOLTS a 7"O.G. 1"0 MORE THAN 6-0'OG.FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS Areas requiring special inspection Frequency Comments MEETING MINIMUM REQUIREMENTS OF IBC TABLE 2304.6. CONNECTORS SHOWN ON THE PLANS Continuous periodic �D ARE MANUFACTURED BY THE SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS � SHALL BE DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY IS EQUAL TO OR GREATER FABRICATORS(IBC 1704.2.5) THAN THAT OF THE CONNECTOR SPECIFIED. FOLLOW MANUFACTURERS RECOMMENDATIONS If fabricator is approved,on site inspection is not _, illy f: 6" FOR NAILS AND BOLTS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 2304.E1.1 ♦ required but a certificate of completion must be S•K•P•E n\ OF THE INTERNATIONAL BUILDING CODE.PROVIDE SIMPSON H25A TIE AT EACH ROOF RAFR provided to the B.O.(IBC 1704.2.5.2) 0/ICI 3/ICI ID BEARING CONDITION,UNLESS NOTED OTHERWISE. WHEN TRCECURE TREATED OR WOLMANIZED STRUCTURAL STEEL CONSTRUCTION(IBC 1705.2,1705.11,1705.12 MATERIAL 15 SPECIFIED,ALL FASTENERS AND CONNECTORS SHALL BE EITHER HOT-DIP ) S K PEIOHTAL ENGINEERS 3/4"x 0"x(TRUSS CHORD WIDTH /2") GALVANIZED OR STAINLESS STEEL Prior to Welding(Table N5.4 1,AISC 360 10): WOOD BEAM RETURN 1/4 15 STEEL FACE PLATE Verify welding procedures • BASALT,COLORAr�D,O,81621nc SEE PLAN PROVIDE DOUBLE JOISTS UNDER ALL PARTITION HALLS RUNNING PARALLEL TO JOISTS AND Material identification • Verifygrade -(wp W M T1TT FH'�•, 3/4"x 8"STEEL SIDE PLATE SOLID BLOCKING UNDER PARTITION WALLS RIMING PERPENDICULAR TO JOISTS,WITH THE type and of material. PHO : U i� III EACH SIDE FOLLOWING VARIATIONS: Welder identification ♦ Verify there is a system in place to identify the 20g4JpiLi welder who has welded a joint or member. NON-BEARING WALLS PARALLEL OVER JOISTS: DOUBLE JOISTS MAY BE SEPARATED(TO NOT Fit up groove welds ♦ Verify joint preparation,dimensions,cleanliness, 2 /9rf11 9 O STEEL COL. ® WOOD BEAM O THREADED ROD CONNECTION MORE THAN THE VIDE SPACING INDICATED E PLAN)D TO ALLOW HEIGANDINSTALLATION OF PIPING • tacking and backing. p �41r1 AND VENTS,PROVIDED THE WALL DOES NOT EXCEED 10-FEETTO IN HEIGHT AND DOES NOT R SUPPORT CEILING JOISTS.THESE DOABLE JOISTS SHALL HAVE FULL DEPTH BLOCKING BELOW Access holes ♦ Verify configuration and finish. ®I I/2"=I'-0" KI3 ®I I/2"e I'0" 18045 ALL WALL JAMBS. Fit up fillet welds ♦ Verify alignment,gaps at root,cleanliness of steel ZO N I N surfaces,tack weld quality,and location. ASrN,COLOR DO CC NON-BEARING WALLS PERPENDICULAR OVER JOISTS: BLOCKING 15 REQUIRED BETWEEN During Welding(Table N5.4 2,AISC 360 IS): JOISTS BELOW ALL WALL JAMBS.BLOCKING BETWEEN JOISTS ALONG WALL ABOVE NOT DATE I ISSUE NOTE: EO EQ 12 5" EQ EQ 5" 1 Use of qualified inspectors ♦ Verify that welders are appropriately qualified. 2 REQUIRED FOR WALLS THAT DO NOT EXCEED 10-FEET IN HEIGHT AND DO NOT SUPPORT DETAIL TO BE USED ONLY WHERE 4-1/2"4,x 10" 1 CEILING JOISTS.WHERE BLOCKING BELOW WALL 15 RE-QUIRE 12/21/'f D,BLOCKING MAY BE OFFSET TO Control and handling of welding consumables ♦ Verify packaging and exposure control. p p OVL FABRICATOR CAN ENSURE CONNECTION 2x CONT.TOP PLATE W/ 2 2 A.BOLTS THE EDGE OF WALL TO ALLOW INSTALLATION OF PIPING AND VENTS Cracked tack welds • Verify welding is not over a cracked tack weld. 12/21/•f r r'q�%aG CONCEALS ENTIRELY WITHIN FRAMING I/2"0 BOLTS a 24'O.G. A Environmental conditions Verify wind speed is within limits as well as STAGGERED TYPICAL — -In • —ru BEARING WALLS PARALLEL OVER JOISTS PROVIDE EHUPPORT BEAM A5 INDICATED ON • NOTES. 0-I n\ + STRUCTURAL PLANS precipitation and temperature. 1/4 RDS PROVIDE 1 1/2"t NON-SHRINK = . WPS followed Verify items such as welding equipment settings, T.BEAM • • m GROUT UNDER BASE PLATES. n -in BEARING WALLS PERPENDICULAR OVER JOISTS: PROVIDE SUPPORT BEAM AS INDICATED ON travel speed,welding materials,shielding gas SEE PLAN VB + 2.OPTION:4-1/2"0 CONCRETE STRUCTURAL M-AN`' ♦ type/flow rate,preheat applied,interpass SCREW ANCHORS WITH 4"EMBED 4-1/2'4,x 10' . FL. G temperature maintained,and proper position. 5 PER GENERAL NOTES. A.BOLTS PLYYbOD Welding techniques Verify interpass and final cleaning,each pass is a 510E5 • • FOR ROOF`,FLOORS,AND SHEAR WALL SHEATHING SHALL BE APA GRADE TRADEMARKED 3/I6 =in H55 COLUMN OR a 3/4"xr5�'x1'-4" CDX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO ♦ within profile limitations,and quality of each pass OTHER(SEE PLAN) SET COLUMN CL SUPPORTS AND STAGGER JOINTS PLYWOOD OVER DECKING TO BE LAYED PERPENDICULAR STEEL BEAM p FLUSH TO EDGE TO DECKING.STAGGER JOINTS TO AVOID PLYWOOD EDGE ALONG PLANK EDGE.ALL NAILING After Welding(Table N5.4 3,AISC 360 10): 1/4"STIFFENER SEE PLAN 8. 1 L. A OF B.PL.a C.1 12 I"I"12 FOR E REQUIREMENTS COMMON NAILS,RING NKED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLE BELOW Welds Cleaned _ ♦ Verify that welds have been properly cleaned. PLATE(EA.SIDE) e 3/4"XIO"xl0" U Size,length and location of welds ♦ � _ USE THICKNESS SPAWINDEX EDGE INTER Welds meet visual acceptance criteria ♦ rr A.BOLTS4-I/2"0 x 10" FLOOR SLOPED ROOF DECK'G 124 LYW'D 2410/16 �q OC 0de2 Arc Strikes ♦ JOB# SOq,C' RATIO NAILING NAILING 2 L 3' 3' 2 • SLOPED ROOF 5/BPTEA 48/24 bOC 8cl♦120C R STEEL PLATE 1 in A.BOLTS k area ♦ • —in SHEAR WALL I/2'PLYWb 24/0 8�4a 8dB12'OC 1/4 I/2"x 8"x BM.FLANGE WIDTH FLUSH TO EDGE ,a Backing and welding tabs removed ♦ TITLE STEEL 5C0 nn 2 4 3 1 -� 4-I/2"0 x 10" OF B.PL.a DJ =a�.i I -� 1/2" oG E.W. Repair activities 0 BOLTS SET COLUMN .a 51e8„ • NOTE; �I OC 0ds12"a Document acceptance/rejection of weld . DETAIL LUMN - ORIENTED 24/0 1od®3"OL 1od®ITOc SHEET BEAM CONTINUOUS • • O-IOther Steel Inspections(Table N5.7,AISC 360 10;Tables J8 1 and J101,AISC 341 10) OVER COLUMN a SIM. SEE PLAN s_ + —,Ni" L_J • ■-uv STRAND BOARD Structural steel details All fabricated steel and their connections shall be iv • =In ♦ inspected to verify compliance with the details • 2" , 1S, 0)SHEATHING MAY BE USED A5 ANAL RNATE TOPLYWOOD WITH PRIOR APPROVAL o shown in the approved plans. SHEET: O BEAM BEARING ON COLUMN @@ ® '5gI C)I BASE PLATE DETAILS ARCHITECT AND ENGINEER.ORIENTED STRAAND BOARD(05D)SHEATHING SHALL COMPLY NOT Steel BoltingS 531 6L✓• L• LLE55 THAN TYPE M EXTERIOR GLUE AND SHALL HAVE A SPAN RATING EQUIVALENT TO OR ®1 1/2".1'-0" LI ®1 1/2".1'-0" L25/4-BOLT �• FL. DInspec ion not required for bearing type snug ftjoin s. ®3/4"x5 xl'-5' a 5/4'x11"x11" FOR SR THANTHE PLYAPPROVAL OVA IT REPLACES.CORUCT STRUCTURAL ENGINEER AND ARCHITECT Inspection not required for screw anchor bolts specified for steel to concrete connections. FOR SUBSTITUTION APPROVAL PRIOR TO CONSTRUCTION. RECEIVED 01/08/2019 ASPEN BUILDING DEPARTMENT V.I.F. p� EXISTING RAFTERS SEE PLAN //��/� d 2x6 PLATE W/ �/� 1/2"m BOLT N 24"O.G. ,� �//1/////�� li 4 CLIP H2.5A rr EACH RAFTER lilll 2x12 [ " 1/2'm BOLT @ 24'0.0. S.K.PEIGHTAL ENGINEERS EXTERIOR FACE 2x6 WALL Mil WAIVES ANY AND ALL 2- 3/4'x II l/8"VL RESPONSIBILITY AND LIABILITY C15-SEE PLANFOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN O CHANNEL HEADER INTEN TM WHICCONH AR, E FOR PROBLEMS WHICH ARISE FROM ®11/2"=1'-0" 08045 OTHERS'FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF S.K.PEIGHTAL ENGINEERS WITH RESPECT TO ANY ERROR5, 1I. 1 C15. SEE PLAN I OMISSIONS,INCONSISTENCIES, 3" " ' 1 3 3 2 DETAIL 1/5532 AMBIGUITIES,OR CONFLICTS Min. WHICH ARE ALLEGED. 1.1.1� THESES WITH THE SA ARE TO BE UR PL:I/2 x 12 x 13 USED WITH THE ARCHITECTURAL DRAWINGS ON THE PRO/BUT ro Ell* * * 110 VV 12-3/4"0 ASO/BOLTS CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR in 0 CONSTRUCTION.WHERE CONFLICTS ODOUR,CONTACT 0ARCHITECT FOR CLARIFICATION. m. * 0 0 0 _ IF THE ABOVE LINE 15 NOT 1"LONG ON FULL SHEET IF- (1/2"LONG ON EDUCED SHEET), OAP PL THIS DRAWING 15 NOT TO THE WIRT 1/2 x 4 1/2 x,1 3/8 I4 .0g . SCALE INDICATED. (gh NOTE: COL 1/4 I8 ve ® I)ALL STRUCTURE INDICATED A5 EXIST'G 15 ASSUMED I H55 8x4 MUST BE VERIFIED IN FIELD. SEE PLAN 2)IF CONDITIONS EXIST OTHER THAN A5 ASSUMED,THE STRUGT.ENG.SHALL BE NOTIFIED FOR 000RD. C)IELEVATION / STL BEAM 8 COL 3)AALL FFECTIED BY THEREMODEL ®11/2"-1'-0' 15)045 HAS NOT BEEN REVIEWED. 4)SEE ARCH FOR ALL DIMS 4 ELEVATIONS NOT INDICATED. 015. SEE PLAN 4 ,io�ypDO LfOFi.,, DETAIL 1/5532 .••NE P'• S' ' ) 4776,�•�0' E,y21 Dec'18/ PL:1/2 x 12 x 13 "".OAF.'••.,, ,.+•.14"' NU 12-3/4"m �''•,SS/ONA1.E\''' A30T BOLTS ,„„ 14" RILL II. 9 CLINE H55 GAL® S•K•P•E GAP PL I 1 1 CLINE 2,46 WALL 1/2 x 41/2 x9 1 S KPEIGHTAL ENGINEERS H55 8x4 1 BASALT,COLORADO 81621 SEE PLAN L_L PHOIt: C p)s,r)7S/A ITD 20 OSECTION / 5TL BEAM 4 COL R 2 / 9 ®1II2"=ro" 18045 ZONING ASl-N,COLOR DO DATE I ISSUE 2/21/-`APP OVE 2x6 SCREW TO COLUMN RDS H55 8x4 R.O. B.PL:3/8"x 4 1/2"x 11" SEE ARCH SHOP DRILL 5/16"HOLES FOR 4-5D5 I/4x3 SCREWS g"TIP 1/4 TO EDGE (E)2x6 SILL PLATE J05# 18045 (E)3/4" TITLE: SHEATHING DETAIL SHEET SHEET: CDELEVATION - COLUMN BASE 01 1/2"=1-O" 15043 S 5 3 2 RECEIVED 01/08/2019 ASPEN BUILDING DEPARTMENT