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HomeMy WebLinkAboutFile Documents.1010 E Hyman Ave.0025-2022-BCHO (28) Field Plan Set Must Be Printed In Color ,�►►;�; APPLICATION ACCEPTED DATE: 2022-08-01 PERMIT NUMBER: 0025-2022-BCHO COMMUNITY DEVELOPMENT DEPARTMENT 44•4/0 k1 CITY OF ASPEN CITY F N� i� ASPEN BUILDING PERMIT COVERSHEET CITY OFASPEN 3 0025-2022-BCHO P ERM IT N. These plans m iss except at the PROPERTY INFORMATION building site or inspection SEE NOTES #1 PLANS shalldelaysconform may occur. plans.All ADDRESS: 1010 E HYMAN AVE UNIT: OWN ER Susi Marilee Rev Trust hall to theseo plans.All PARCEL ID: 273718147002 LEGAL DESCRIPTION: PINE GLEN TOWNHOUSE CONDO changes shall be approved by OWNER: SUSI MARILEE E REV TRUST -- - the building official. PERMIT CONTRACTOR: STEEPLECHASE CONSTRUCTION ADDRESS .1010 E. Hyman SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, _ DESCRIPTION OF WORK EXTERIOR: PLUMBING,MECHANICAL,OR • FIRE SPRINKLER WORK PARCEL ID 273718147002 SMOKE ALARMS AND • DELETE(3)WINDOW WELLS . • CARBON MONOXIDE DETECTORS REQUIRED * REMOVE&REPLACE(2)WINDOW WELLS THROUGHOUT DWELLING UNIT PER CITY OF ASPEN • REVISIONS TO THE HARDSCAPE MUNICIPAL CODE 8.15 • Trash enclosure&condenser pad SNOWMELT SYSTEM AND EQUIPMENT MANDATORY REQ'S It should be known that this review shall All snowmelt systems shall meet the following: not relieve the applicant of their -Any portions in the Right of Way must be on a separate zone.A ROW permit responsibility to comply with the and Permanent Encroachment License are required. requirements of the City of Aspen INTERIOR: -R10 insulation shall be installed under the area to be snowmelted or R5 insulation Municipal Code.Pursuant to shall be installed under the slab edges.(Ordinance 11 Series 2011) Sec.26.104.050,any permit or approval -Automatic controls installed for system shut off when pavement temperature is above issued in error or otherwise not in 50'F and no precipitation is falling.(2015 IECC R403.9 and C403.2.4.5) conformity with the requirements of this -Automatic or manual controls installed for system shut off when outdoor temperature Title,shall be void.Similarly,any permit • REMOVE AND REPLACE STAIR is above40'F.(2015 IECC R403.9 and C403.2.3.5) -Inspection by testing hydrostatically at 1.5 times max system design pressure,but not or approval issued in reliance upon or • STAIR LANDING AT ROOF less than 100psi,for 15 minutes.(2015 IMC 1208.1) as a result of,a materially false statement or representation made in • NEW HOSE BIB AT LIV ROOM BALL the process of obtaining the permit or development approval shall,likewise, be void.Any person having received a • NEW SPRINKLER SYSTEM void or voidable permit or approval SPECIAL INSPECTION REQUIRED: shall not be relieved from having to • LIGHTING CHANGED TO KETRA -Structural steel welding:Field&Shop comply with all applicable terms and -High strength bolting conditions of this Title and the City shall • FIRE TABLE AT -Epoxy anchors not be estopped from fully enforcing -Intumescent paint same. • STEAM SHOWER IN MASTER BATH -Spray applied fire resistive materials -Permanent micropiles • REMOVE 1 SINK AND ADD 1 SINK Snow stops required at all locations GLASS IN GUARDS AND HANDRAILS SEE NOTES#1 PLANS where roofs could shed snow onto Glass in guards and handrails shall be two plies equal thickness Special inspection is required per 2015 IBC • DELETE 1 SKYLIGHT OVER KITCHEN REPLACE 1 SKYLIGHT OVER STAIR walkways,stairs,alleys,decks,exits, laminated glass. Tempered glass is only permitted where not section 1704.Inspector to verify that copy of utilities and meters,emergency escape above a walking surface and when a top rail that is either agreement for inspection program to be on • ADD GLASS RAILING AT WEST WALL OF ROOF DECK and rescue opening window wells,or self-supported(glass infill panels)or is supported by a minimum of the job site prior to performing any adjacent properties-IBC 1513/COA three panes of glass. IRC 308.7/IBC 2407. inspections.A copy of all Special Inspector e -8.20.020(z). field reports to be on the job site for inspectors'review if requested.Failure to rieff comply may result in denial of inspection. �f �fUSE OF BUILDING Multi-Family FIRE SPRINKLER REQUIRED? Yes16 2 O 2 2 INSTALLATIONINSTRUCTION, REFERENCES FROM 2015 IRC 3Rt 'f!>�NCE CV/A=crawl space ventilation required,sec.R408.1 Access required,R408.4 1 CO J REQUIRED ON SITE EE=emergency escape required sec its she • CLASS OF WORK Residential FIRE SPRINKLER TYPE NFPA 13 D EU=enclosed usable space under stairs shall •be%"Gyp,sec R302.7 imp • TIME C G/D=garage/dwelling separation,sec R302.5 and R302.6 AT TIME OF INSPECTION STC=Sound transmission class not less than 45 at dwelling separations,app K REQUIRED SPECIAL High-Strength Bolting;Structural RV=roof and rafter ventilation required,R806.1 BUILDING TYPE(IRC) Two family A=attic access 22"x 30",30"headroom above,R807.1 INSPECTIONS Steel Welding SA=smoke alarms installed to NFPA 72 requirements,sec R314 �q/ CO=carbon monoxide detector per City Ordinance 41 series 2008 SG=safety glazing required,sec R308.4 O�l���{{i� Ul��D CONSTRUCTION TYPE VB ENERGY CODE COMPLIANCE Prescriptive Table FIRE GR=guardrails,36"min ht,4"max opening;req at 30"drop any point w/in 36" 03/21/2023 horizontally,sec R312 ZONING WFP=window fall protection-operable window<24"AFF&>72"above grade: bobn OCCUPANCY GROUP(IBC) R-3 WORK CHANGES BUILDING No use opening control device listed to ASTM F2090,sec R312.2 FOOTPRINT? HR=handrails 34"-38"ht,sec R311.7.8 SI=stairway illumination,sec R303.7 PD=ERSprotect against decay,sec R317 CODE EDITIONS 2015 IRC TOTAL SPA SQ.FT. REFERENCES FROM 2015 IMC V=bathroom and balanced whole house mechanical ventilation req. ALL OUTDOOR LIGHTING Ordinance 40,2016 MUST COMPLY WITH 2015 IECC,2015 IEBC,2015 IPC, DE=clothes dryer exhaust,sec 504.Makeup air req'd if over 200 CFM THE CITY GHTING CODE OTHER CODE EDITIONS 2020 NEC TOTAL SNOWMELT SQ.FT. 867 AS=access and service space for maintenance req'd,sec 306 5.150 MA=make up air required if hood exhausts greater than 400 CFM,sec 505.2 ET=exhausts terminate 3'from prop line and openings,10'from intakes, 501.3.1 It should be known that this review shall HISTORIC PROPERTY? No TOTAL POOL SQ.FT. ' IT=intake openings 10'from lot line&contaminant sources(vents,streets), not relieve the applicant of their RE (1IIRED401.4 responsibility to comply with the D=fasten and seal all ductwork per 603.9 requirements of the City of Aspen REFERENCES FROM 2015 IFGC Municipal Code.Pursuant to FIRE SPRINKLER EXISTING? No DV=direct vent req'd,sec 303.3 Sec.26.104.050,any permit or approval CA=combustion air not taken from bedrooms,bathrooms or sued in error or otherwise not in storage sec 303.3 conformity with the requirements of this General Electrical Requirements OD=outdoor appliances must be listed for outdoor use,sec 303.6 Title,shall be void.Similarly,any permit REFERENCES FROM 2015 IECC or approval issued in reliance upon or Grills/covers over emergency escape Any areas affected by the renovation must be brought as a result of,a materially false 9 y up to the current electrical code including: F=new or replacement glazing shall not exceed 0.28 U-Value,NFRC label statement or representation made in openings shall be releasable or required,Ordinance 40,2016 removable from the inside without the tamperproof receptacles(NEC 406.12), the process of obtaining the permit or use of key,tool,special knowledge or ground-fault circuit interrupter protection(NEC 210.8), L=75%of lamps in permanently installed lights must be high efficacy,sec development approval shall,likewise, R404.1 be void.Any person having received a force exceeding 15 lbs-Ord.40-2016. arc-fault protection(NEC 210.12), SE=Continuous air barrier required;all exterior joints,cracks,and holes to void or voidable permit or approval receptacle spacing(NEC 210.52)etc. caulked,gasketed,sealed,table R402.4.1.1 shall not be relieved from having to REFERENCES FROM 2014 NEC comply with all applicable terms and EP=electric panel'happy space'30"x36"x78",not in storage,sec 110.26 conditions of this Title and the City shall not be estopped from fully enforcing same. ji CITY OF 5. Provide Final Inspection Report.The special inspector shall submit a written final ASPEN report documenting required special inspections and correction of any discrepancies noted in the inspections prior to the final building inspection. SPECIAL INSPECTION AND TESTING AGREEMENT B.Owner Responsibilities.The project owner,the engineer or architect or record,or an agent of the 2. Approval of fabricator.Approval shall be based upon review of the fabricator's written To permit applicants of project requiring special inspection and\or testing per Section 1704 of the owner is responsible for employing special-inspection services.The special inspector\agency shall procedural and quality control manuals and periodic auditing of fabrication practices by International Building Code(IBC). not be in the employ of the contractor,subcontractor or material supplier.[IBC Sec 1704.1]In an approved special inspection agency. case of an owner\contractor,the special inspector\agency shall be employed as specified by the Project Address: tom E Hyman Ave-Aspen Permit Number: 0056-2020-ORES building official. 3. Completion of fabrication.Upon completion of fabrication,the approved fabricator shall submit certificate of compliance to the building official stating that the work was BEFORE A PERMIT CAN BE ISSUED:The owner,or the engineer or architect of record,acting as the C.Engineer or Architect of Record Responsibilities performed in accordance with the approved construction documents. owner's agent,shall complete two copies of this agreement and the attached Special-inspection and Testing Schedule,including the required acknowledgments.A pre-construction conference with the parties 1. Prepare special inspection program.The engineer or architect of record shall list the G.Building Department Responsibilities involved may be required to review the special-inspection requirements and procedures. items for which special inspection is required;and shall indicate any items for which the IBC or the building official approves periodic inspection and the frequency of such 1. Approve special-inspection program.The building department shall approve all inspections. special inspectors and special-inspection requirements. APPROVAL OF SPECIAL INSPECTORS:Special inspectors may have no financial interest in the projects for which they provide special inspections.Special inspectors shall be approved by the building 1 2. Enforce special inspection.Work requiring special inspection and the building department prior to performing anyduties.Special inspectors shall Submit their prove qualifications and are 2. Respond to field discrepancies.The engineer or architect of record shall respond to I inspector shall monitor the performance of special inspectors.His\Her approval,in eP P g P P q uncorrected field discrepancies in design,material,or workmanship observed by the addition to that of the special inspector,must be obtained prior to placement of concrete, subject to personal interviews for pre-qualification.Special inspectors shall display approved special inspector. 1 covering of structural steel,or other similar materials. identification,as stipulated by the building official,when performing the function of special inspector. 3. Review shop drawings and submit design changes.The engineer or architect of record 3. Review inspection reports.The building official should review special-inspection Special inspection and testing shall meet the minimum requirements of the International Building Code shall acknowledge and review for conformance with the construction drawings those progress and final reports. Section 1704.lTheion following conditions are also applicable: shop drawings that may detail structural information,shall submit to the building official and to the special-inspection agency written documentation of any verbally authorized 4. Perform final inspection.The building official should perform the final inspection and deviations from the approved construction documents,and shall submit revised approval for a project[IBC Sec.109.3.11 after the final special-inspection report has been A.Duties and Responsibilities of the Special Inspector documents for building official approval as required. reviewed and approved. 1. Signify presence at job site.Special inspectors should notify contractor personnel of D.Contractor Responsibilities their presence and responsibilities at the job site.If required by the building official,they Project Address:_rota E Hyman Ave Permit Number:_00562026BRES shall sign in on the appropriate form posted with the building permit. 1. Notify the special inspector.The contractor is responsible for notifying the special inspector or agency regarding individual inspections for items listed on the attached ACKNOWLEDGMENTS 2. Observe assigned work.The special inspector shall observe assigned work for schedule and as noted on the building department approved plans.Adequate notice shall conformance with the buildingdepartment approved(stamped)designdrawings, be provided so the special inspector has time to become familiar with the project. eP pP ( P ) g I have read and agree to comply with the conditions of this agreement specifications,and applicable workmanship provisions of the International Building Code.Architect\engineer-reviewed shop drawings may be used only as an aid to 2. Provide access to approved plans.The contractor is responsible for providing the Special inspection Agency: Signature: /r // Printed Name: Date: inspection. special inspector access to approved plans. 7 p I n t. /.41 Mi.( n p V^r v g—9 —2 W�,�� to � i r.St+ ..ifi1�1 '�V 11h W Br IN' f' I pah �C 3. Retain special inspection records.Upon request,the contractor is also responsible for For continuous special-inspection,the special inspector shall be on site at all times retaining,at the job site,all special inspection records completed by the special inspector. Owner: Signa Printed Name Date observing the work requiring special inspection.Periodic inspections,if any,must have ' / ��C , g — I S— 2, prior approval based on a separate written plan reviewed and approved by the building E.Inspection of Fabricators /19't t I a eG G �t[,G "", , 1. department and the engineer or architect of record. 1. Fabrication of structural assemblies and members.Where fabrication of structural Engineer/Architect: �Sii tare: Printed Name: Date: load-bearing members and assemblies is being performed on the premises of a /ica GL2 409s1 4 U' A new August 8 2022 3. Report nonconforming items.The special inspector shall bring nonconforming items to fabricator's shop,IBC Section 1704.2 shall require special inspection of the fabricated Monique Agnew Architecture (/ Moniqueg g the immediate attention of the contractor and note all such items in the daily report.If items. any item is not resolved in a timely manner or is about to be incorporated in the work,the Contractor: Signature: Printed Name: Date: special inspector shall immediately notify the building department by telephone or in � person,notify the engineer or architect,and post a discrepancy notice. 2. Fabrication and implementation procedures.The special inspector shall verify that n n /-Zetht� JerryThomas 08/10/22 the fabricator maintains detailed fabrication and quality control procedures that provide a $teP.plP.GhaSP.f:DnSt ,/ i/' J basis for inspection control of the workmanship and the fabricator's ability to conform to Approved Fabricator. SigpO/1.'� Printed Name: Date: 4. Provide timely reports.The special inspector shall complete written inspection reports approved construction documents and reference standards.The special inspector shall review the procedures for completeness and adequacy relative to code requirements for for each inspection visit and provide the reports on a timely basis determined by the Myers&Company Dennis Clemons 8/09/2022 building official.The special inspector or inspection agency shall furnish these reports Fabricator's scope of work. directly to the building official,engineer or architect of record,and others as designated. inspected Fabricator: Signature: Printed Name: Date: [IBC Sec.1704.1.2]These reports should be organized on a daily format and maybe F.Approved Fabricator Responsibilities submitted weekly at the option of the building official.These reports should include: a.Description of daily inspections and tests made with applicable locations, 1. Fabrication exempt inspections.Special inspections are not required where work is b.Listing of nonconforming items, done on the premise of a fabricator registered and approved to perform such work (circle one) Signature: - Printed Name: Date: c.Report on how nonconforming items were resolved or unresolved as without special inspection. CITY OF ASPEN applicable, P1TKIN COUNTY: /-_�(circle Jim Pomeroy 8/15/22 d.Itemized changes authorized by the architect,engineer,and building official if not included in nonconforming items. 2 3 1 It.n,0„[0) RECEIVED (E)6:12 SLOPE NEW DA IINCI _ "MULTI WIDTH SLATE" ,:i-1.4113,,,N= O� SHINGLES 7"-8" EXPOSURE, CLASS A FIRE RATING EXISTING ROOF PLYWOOD 4. ON ,ND ROOF JOISTS TO REMAIN ®®®®` VERSA SHIELD"FOR FIREPROOFING ON ECOCHIEF SOLARHIDE" F(� ,jw® FOR WATERPROOFING aq�� �0OA.,v m m `\w! rs4 7111-N 1010 EAST HYMAN 3"=1-0" 04/14/23 ROOF REPLACEMENT ASSEMBLY MAA 10 r✓VJIII 0 _I S I ®r (E)2.2x12 @ 16"O.( CATION OF FIREPLACE VENT&ALL VENT I (� CLEARANCES ARE THE RESPONSIBILITY OF #4 BENT DOWELS x � _—=— OTHERS. #4 BEN C. Iwo • (N)SLAB OVER #4xCONT.BAR ' (N)2x4 @ 16"O.C.SISTERED METAL DECK @ NOSE 24" TO SIDE OF EXISTG JOIST #4 DOWELS x 24"- (N)FINISHES ®• NOTCHED TO 3 1/2"DEEP SEE C17.2 @ 16"O.C. ,[`PER ARCH 1/4 0 I ©. 6H W/LU524-2 HANGER 1.�,"iryd 1/4 C P•9 ® 7 L5x5x3/4 x CONT. T.SLAB \ U I a' �j.- 8"CONC.GRADE BEAM b ——— 11 BEAR ON GRADE ALL STEEL TO BE ASTM 588 WEATHERING STEEL SEE PLAN Id •a SLOPE BOT.OF GRADE 0 I I BEAM,EA.END U.N.O.,STEEL WHICH WILL BE USED BELOW T.WALL •°IIII s BEAM TO BEAR ON(E)FTG. • ` `INFILL EXISTG - -—_ GRADE SHALL BE COATED WITH ASPHALTICSTEE SEE PLAN ' z®. • II I CONC.OPENING zmx _ _i PAINT TO PREVENT MOISTURE CONTACT. JOUTLETLSEEEDET.56/CE C17.3 �� •';y��• :a. -_ 44 STRIP FOAM @ SIDES TO 1 I, RETAININGRANGLE PER ING STEEL �' O • 8"0 BLOCKOUT FORMED INSTALL PLATES Sr. PACK WEB OF BEAM W/2x el.F:Sy FASTENERS TIGHT TO CONC. +. /CLR STEEL ANGLE @ / 6T`'FI9 IN CONC.WALL .1(6 DETAILS 44/S3.3, O. I LUMBER x 24"LONG TIGHT TO �4 2-#Sx CONT. SLAB EDGE 1/2"x 3 1/2"x FULL HT. EHIEWEIIK 45/S3.3,&46/S3.4 • BOTTOM FLANGE W/4-1/2"THRU �o ® @TOP&BOTTOM SEE 52.1 _(E)FLOOR FRAMING S IN BOLTS @HANGERS EA.END JSti STL.PLATE SEE PLAN • x a ti 1/2"0x5 1/2"HOT DIPPED GALV. 11" (N)8"0 FIREPLACE ° d EXISTG INSULATED LOCATE(N)BEAM NORTH _ OR STAINLESS STEEL EXP. �I // 21 III-1 BEARING ON MICROPILE Iz1,• 9 'TEBCKSPLPlATE �" OUTLET PIPE III- • OF SHOWER WALL TO BOLTS@16"O.C. ® �' i— CONCRETE FORM WALL #5 @ 16"O.C. CLR. SYSTEM N.I.FJ ALLOW FOR DRAIN PIPE EA WAY WALL CAP •• III"' F FOREREPIACEOUIIET 1/4 �y by 4 CONC.SLAB OVER 1.0C20 FORM DECK 'z 8"CONC.GRADE BEAM I` y — ----- -1 .ry (E)CONC. 2z z�y �� ::1j SLOPE BOT.OF GRADE • �l (5'TOTAL THICKNESS)W/#5 @ 16"O.C. f— ��. MICROPILE _3-Z<ti r,D0..41j1 �' d L x/ LONGIT.,#5 @ 16 O.C.TRANSVERSE, U (N) N I BEAM TO BEAR ON(E)FTG. O.• '!p LI* 11/2"CLR.TO DECK RIBS TYP. t -� 1/4\ WALL CAP pp`� `,�(Bqc (N)3'-O x 3',0"x 10" 46 STL BEAMS SIZED TO PERMIT ' ': �:ONC.PAD W/4-#5 ,'L O(aa U ti~p 1/4 I e }LOt ° 32972EA WAY — MULTIPLE 5"0 PENETRATIONS @ J ,o O `'� '� '#5x24"DOWELS @ 24"O.C. 016"O.C.MIN.PER DET.27/S3.2, - ' ° (E)FNSE WALL DRILL&EPDXY 5"MIN.INTO 0 ® 2-11 I/4"LVL BEAMS MAYBE USED IF j _ _ ' aSEE PLANz,EXISTG WALL p Q ® BEAM PENETRATIONS ARE NOT REQ'D �Z I ,2 2z9 II114, jONAI.O r �,0 's.Tb�Wr (N)W lOxli® 9O l/2"0x5 1/2"EXP.BOLTS @ WALL REINF.@ GRADEII,^-, DROP PLYWOOD AS REQ'D #5x24"DOWELS @ 24"O.C.•x ::t1j V �...xxxxggt16"O.C. BEAM 1S SIMBARTO FOR NEW CURELESS SHOWERp9,00 OCf 1114 8"0 BLOCKOUT DRILL&EPDXY 5"MIN.INTO - FNDN.WALL ON TOP OF II V = "' , MICROPILEWALL GAP 0RpDO UCf4,141O Ewsrc WAuALB `r , I`� �' " ', � FORMED IN CONC.WALL #5x24"DOWFIS@24"O.G #5x24"DOWELS @ 24"O.C. zzu 7 V1C.' 07i Il 11 O DRILL&EROXYS'MR"I.INTO DRILL&EPDXY S"MN.INITO (NOT SHOWN POR CLARITY) 32972 s' : 32972 (N)FIREPLACE OUTLET . ���, EXLSCGMICROPEECAP EXISTG _ gewillewire-p @3/4 1 0.. n , n1 GRADE BEAM 20016 VEVIIEWET)) (N)CONC.GRADE BEAM. 14y �A�NAL 4q � L _�p�pC........... {��GjTi) SLOPE BOT.OF BEAM TO04/11/2023 h :c :'� 'VS" Jula{f '4� `(] O 'V. Q I 4•� BEAR ON 4 04/11/2023;. oP.,o"ram,d P {�lRCOIAciX1MP11ANC8 04/11/2023 32972 • 04/11/2023 ° °° FOROO9E� ' h rhiNP"m�aN:d:�nen„:iaprv... 11nzid PARTIAL FOUNDATION PLAN linzhid 'IN FOR � .. Fopco cukKANCE (N)SLAB @ RETAINING WALL NORTH @ 1/4"=1'-0 REF.Sl.l PARTIAL MAIN FLOOR FRAMING PLAAI linzhid %,II ......... linzhid 57 @ 3/4°=1.0 20016 Q JOB#20016III(t>\roNA� - 1 NORTH @ 1/4"=1�-0 REF.52.1 � REF.S3.4 ALBRIGHT 03/13/: CLARIFICATION RECEIVED JOB#20016 ema"�„ralm r ", "" , JOB#20016 REF.S3.4 ra v,nd P"m.+,�fi.a.iK"onu am","". JOB#20016 03/13/23 .� ISSUED: CLARIFICATION RECEI D ®ALBRIGHT ISSUED: RECEI D &ASSOCIATES 1010 E.HYMAN C17.1 ®ALBRIGHT CLARIFICATION CLARIFICATION RLEIV D 97o.9z74363 office.97o.9z7.3o39 fax DRAWN BY. ASPEN,COLORADO 04//08/2023 03/13/23 1010 E.HYMAN 03/13/23 ALBRIGHT ISSUED: OF: &ASSOCIATES DRAWN BY: C17S Z &ASSOCWTES 1010 E.HYMAN C1 3 cc c 03/13/23 t7352 Hwy.az,Unit A.Carbondale,co 816:3 OHG 4 ASPEN,COLORADO 04 O18/202 DRAWN BY: &ASSOCIATES ASPEN 97o.9z7.4363 office fax 0350 4363 office.970.927.3034 fax 04/M8 20 1010 E.HYMAN C17.4 17352 Hwy.Bz,Unit A.Carbondale,C08t6z3 OHG F' 4 t735e Hwy.8z,Unit A.Carbondale,CO 81623 OHG ASPEN,CO OF: DRAWN BY: BUILDING DEPARTMENT ASPEN 4 970:9z7:4363office•97..927.3.39fax 04/MB/2 4 BUILDING DEPARTMENT ASPEN 17352 Hwy.BE Unit A.Carbondale,CO 8r623 OHG ASPEN,CO BUILDING DEPARTMENT ASPEN BUILDING DEPARTMENT