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File Documents.555 E Durant Ave.0092-2022-BRES (6)
1 Residential Design Standards 0001 NtiExemption Form CITY OFASPEN Address:555 E Durant 3C Parcel ID:273718249033 Zone District/PD:CUPD Representative:Marc Jacobs Email:marc@thunderbowlarchitects.com Phone:970-710-2938 Scope of Work:Interior remodel, replace existing sliders like for like. Digital/signed by Garrett Lamer DN:E=garrett.lariner@alyofaspen.00m, Reviewed by: CN=Garrett Canner,OU=Users, Garrett La ri me r OOU=CComn.,ity DivisionP OU=Cify, DGaspenpitlur,DC=org (Project plans/elevations attached) Date:2022.07.1912:05:18-05'00' Disclaimer: This exemption is only valid for the attached scope of work.If the project scope ex- pands to include work subject to Residential Design Standards, the applicant shall be required to apply for an Administrative Compliance Review. Exemption Applies Remodel of a structure where the alterations proposed change the exterior of the building,but are not addressed by any of the Residential Design Standards Residential unit within a mixed-use building Designated historic resource listed on the Aspen Inventory of Historic Landmark Sites and Structures Has already received a board design approval RECEIVED 07/28/2022 ASPEN BUILDING DEPARTMENT P GENERAL NOTES SHEET INDEX THUNDERBOWL ARCHITECTS I. The work included under This contract consists of all labor,materials,transporfetion,tools and equipment necessary for The SHEET TIRE DATES ISSUED 300 S.SPRING ST.SUITE 201 construction of The project leaving all work ready for use. 2. The construction documents are the property of Thunderbowl Architects Inc and Xs Consultants and are to be used en ASPEN,CO 81611 roi instruments of service for construction of NH project only.Use for any other purpose,without authorization,o not R allowed. I_ (970)710-2938 3ERZ . The Ions indicate the I extent of new construction necessary for Are work,but are not intended to be alkinclusive. IlL p �neca y R T H F E L L 4. Any errors omissions or conflicts found in the various parts of the construction documents shll be brour}to the attention • EXISTING lR FLOOR RAN of The Ardriteo and The Owner for dar'rficotion before proceeding with to work. A-121X EXISTING UL RCP A-120 PROPOSED UL FLOOR PLAN • 5. The General Contractor shall maintain a current and complete set of the construction documents on The lob site during all A.121 PROPOSED UL RCP • phases of construction for use of all the trades and shall provide all the subcontractors with current and complete Aspen Colorado construction documents as required including spedfkations and architectural supplementary instructions. 6. The General Contractor shall verify and assume responsibility for all dimensions and site conditions.The General Contractor shall inspect the existing premises and take note of existing conditions prior to submitting prkes.No claim shall be allowed for diffkuhies encountered which could have reasonably been inferred from such en examination. 7. See SYdimensionstakeprecedence.Donctscatdrawings. PERMIT SET Z��pF COCO'90 8. See SYMBOLS area of this sheet for dimension standards. 9. All dimensions noted'verify'and'Old..'are to be checked by Contractor prior to construction.Immediately report any MATTHEW SMITH variances to The Architect for resolution,Then coordinate resolution w/all work of all trades. 401060 V I0. Coordinate all work with existing conditions,including but not limited to:irrigation pipes,ekchkal conduit,water lines,gas 6 / 16 / 2 0 2 2 c,F lines,drainage lines,etc.Notify Architect immediately of any confMts. /LSFD A R�-1� 11. Provide adequate temporary support as necessary to assure the structural value or integrity of The building. 12. Noted all existing building and site conditions to remain,including walls,cabinets,finishes,trees and shrubs,paving,ek. 13. Details shown are typical.Similar details apply in similar conditions. 14. Verify all architectural details with structural,civil,landscape and design/build drawings before ordering or installation of any work. Ii 15. All dhanges in floor materials occur at centerline of door or framed opening unless otherwise indicated on the drawings. 16. Install all fixtures,equipment and materials per manufacturer's recommendations. ABBREVIATIONS %o 17. Verify clearances for flues,vents,chases,soffits,fidures,etc.before any construction,ordering of,or installation of any & And CONC. Concrete F.B. Eat Bar HDW. Hardware MISC Miscellaneous REG. Register T. Tread items of work. Angle COND. Condition F.D. floor Drain HDWO. Hardwood MID. Mounted REINF. Reinforced T.B. Towel Bar CO @ At CONN. Connection F.E. fire Extinguisher HGR. Hanger MUL Mullion REQ. Required TC Top of Curb 18. Sealant,caulking and flashing,etc locations shown on drawings are not intended to be inclusive.follow manufacturer's CONSTR. Construction Cabinet HGT. Height RESIL. Resilient TEL Telephone CO installation recommendations and standard industry and building practices. 0 Diameter or Round CONT. Continuous F.H.MS. Hat Head Machine HM. Hollow Metal (N) New RET. Retaining TEMP. Tempered O CV) ( ) # Pound or Number CONTR. Contractor Srew HORIZ. Horizontal FL North REV. Revision/Revised/Reversed T6G. Tongue&Groove 19. The General Contractor shall remove all rubbish and waste materials of all subcontractors and trades on a regular basis, CLOS. Closet F.H.W.S. Hat Head Wood Screw HR. Hour N U I.0 Not in Contract RM. Room TER Terrazzo I O V and shall exercise a strict control over job cleaning to prevent any direct debris or dust from affecting,in any way,finished Air Conditioning or CT. Ceramic ik EN finish H.R Handrail NO.or# Number REMOV. Removable THK. Thick area in or outside job site. WC. Asphelk Concrete CTR Center HXT. fixture H.W.H. Hot Water Heater NOW Nominal R.O. Rough Opening T.M.E. To Mods Existing L.) 0' ACOUS. Acoustkal CW. Cold Water RR floor RES. Not to kale RWD. Redwood TO.0 Top of Concrete L 20. Contractor shall leave premises and all affected areas than and orderly,ready for occupancy.This includes cleaning of all A.D. Area Drain RASH. Hashing I.D. nside Diameter T.O.P. Top of Pete M gloss(inside and outside)and frames,both new and existing. ADJ. Adjustabk DBL Double FLUOR Huorescent IN. ndh OA Overall S. South T.O.PLY Top of Plywood Z N ADJAC Adjacent DE. Detail F.O.C. Face of Concrete INSUL. nsulalion O.C. On Center 5. South T.O.W. Top of Wall 2I. Any survey monuments within the area of construction shall be preserved or reset by a registered civil engineer or a AGGR Aggregate D.F. Drinking Fountain F.O.F. Face of finish INT. nterior O.D. Outside Diameter(Dim.) SAF.F Self.Adhesive Hexibk Hashing TYP. Typical J LJ.J licensed land surveyor. ALT. Alternate DIA. Diameter F.O.Ply Fame of Plywood INTER ntermediate OPNG. Opening S.CD. See Civil Drawings J Q ALUM. Aluminum DIM. Dimension F.O.S. Face of Sad OE. Opposite SA. Storm Drain, U.B.0 Uniform Building Code L.L.J N ��/ 22. Verify all finish materials with the Architect and The Owner prior to installation.On site mock-ups of building assemblies, APPROX. Approximate DISK Dispenser F.P.RF. fireproof JAR anitor Soap Dispenser/Doh UNEXC. Ueexcavated finish assemblies,paint and/or stain samples,etc.may be required for approval. ARCH. Architectural DN. Down FR. Frame JB unction Box ERIM. Perimeter SCHED. Schedule UNF. Unfinished ASPH. Asphalt DR. Door FT. Foot or Feet 1ST. oist PL Pate SECT. Section U.O.N. Unless Otherwise Noted Z < CO 23. Contractor to coordinate utilities shown on architectural drawings with electrical,plumbing,medmnkal,and any other D.W. Dishwasher FIG. Fooling JT. oint P.LAM Plostk Laminate S.E.D. See Electrical Drawings consultant drawings.Contractor to coordinate all the trades. BD. Board DWG. Drawing BURR. Furring RAS. Paster SEP. Separation VAR. Varies N. HITUM. Bituminous DVA1. Drawer RUT. Future KIT. Kitchen PLYWO. Plywood S.H. Sprinkkr Head V.CL Vinyl Composition file LL LU 24. Structural observation shall be required by The Engineer for strucNral conformance to The approved plans. BLDG. Building PNL. Panel 5HT. Sheet VEN Veneer O N EA Bill. Block M. Each G. Gas Outlet LAM. Laminate PNT. Point SHTG. Sheathing VERT. Vertical 25. It is the General Contractors responsibility to obtain inspections and special inspections as necessary. PLKG. Blocking (E) Existing GA Gauge LAV. Lavatory P.S.I. Per Square Inch SIM Similar VEST. Vestibule 26. All construction to provide a waterproof,weather'AObuilding.Contractor should flash and caulk as necessary to achieve BM Beam E.I.F.S. Exterior Insulation& GALt. Galvanized SE. Pound PL Point SC Sliding VGD.F. Vertical Grain Douglas fir Q O B.O. Bottom of finish System G.D. Garbage Disposal UN. Linear P.T. Pressure Treated S.CD. See Civil Drawings VLF. Verity in field M the requirement. HOT Bottom EL. Expansion Joint GEM General LT. Light Post Tensioned S.G.D. See Garage Drawings VOL Volume 2 Q W B.P. Building Paper EL Elevation G.F.I. Ground Fault PG. Pointed S.LD. See Landscape Drawings PTWN. Between ELEC. Electrical Interrupt P.T.D. Paper Towel Dispenser SLID. See Lighting Drawings W. West Ce FMEIL Emergency GL Glass MACH. Machine POE Porthion SAD. See Mechanical Drawings WI Wit C h Z L U CB. Catch Basin ENCL. Enclosure GND. Ground MAINT. Maintain P.T.R. Paper Towel Receptacle S.P.D. See Plumbing Drawings W.0 Wall Covering -I Q CENT Cement EO.S Edge of Slab GR. Grade MAT. Material SPEC Spectkaton or Special WO, Wood CEP, Ceramic EP.B. Electrical Panel Board GSM Galvanized Sheet MAX. Maximum Q.T. Quarry Ole SQ. Square W.H. Water Heater O L LI C.J. Control Joint EQ. Equal Metal M.B. Machine Bolt SS. Stainless Steel W/O Without Ce Z r ' CLG. Ceiling EQUIP. Equipment GYP. Gypsum M.0 Medicine Cabinet R. Riser S.SD. See Structural Drawing W.P. Work Point or V CLKG. Caulking EXIST. Existing M.D.O. Medium Density RA. Return Air STD. Standard Waterproofing CLR. Clear EXP. Expansion H.B. Hose Bibb Overlay RAD. Radius SR. Steel W.P.M. Waterproof Membrane Q CAW. Concrete Masonry EXT. Exterior RC Hollow Core or MECH. Mechanical STOIC Storage WSCI. Wainscot Unit Handicapped MEMB. Membrane REC. Recessed STRL Structural W.S.P. Wet Standpipe CNTR. Counter HD. Head MR. Metal REF. Reference St. Sheet Vinyl WE Weight LL CO. Clean-Out PH fire Alarm HDBD. Hardboard MR. Manufacturer RER. Reflected SW. Shear Wall WR. Water Resistant LJJ COL Column F.A.U. Forced Air Unit HDR. Header MIN. Minimum REHR. Refrigeretor SYM Symmetrical WW. Welded Wire SYS System in in A1.0 OVE RDS VICINITY PLAN SYMBOLS PROJECT STATISTICS PROJECT DIRECTORY DATE 6/16/2022 PERMIT SET PtOIECT ADDRESS. 555 E DURANT AVE ASPEN,CO 81611 OWNER/CLIENT: SITE 1 Chateau Hymn LLC Tel: 555 E DURANT ST UNIT 3C INTERIOR ELEVATION NUMBERS 4S HOSE BIBB CONTACT: ErrOl: ASPEN,COLORADO 4 CD 2 SHEET NUMBER m PARCEL ID: 273718249033 974 S Conner Blvd JUNCTION BOX Rim Beach,PL 33480 . r IRE SPRINKLER SYSTEM INSTALLED: YES ♦ t t 7V. 4., Q!r ` 3 u ARCHITECT CONTACT - o-,- •k N'�v' • "'"" • "_' Maw mvred homeesaF Rodann,1 Es Chapters s0&Structures,H.Potu Covers,K.Sand Traencassun. Y a� Y" R A' bowl Arrhiktts Tel(9701 274-1421 2015 IBC APPLICABLE CODES an Dorms ti > MT SHEET NUMBER NG SECTION NUMBER 300 Spring St Suitt 20l Email.ryon@IhunderhowlQMttth wm FINISH MATERIAL 20151BC IM O 81611 -, ,.," g( F_ COLOR 20151PC lMernatannl Pumb'ng Cade) g g INTERIOR DESIGN: i' _ -i� © DETAIL NUMBER 20I5IMC Ilmernatanal Methanol d) IngrN kg. Tel.(2I2)4725400 .e p' P ate,, r. Mr SHEET NUMBER REVISION 2015IIGC(Internmanol Fuel Gas Cade) CONTACT Ent Nelsen Em'I.erm@ngroonc.°In COVER SHEET t 'ti 4 ��§I ( J -]li1l�^ �M'wf+, - - 2015 IECC(lnternatanol Energy Conservation Cade)-Prescriptive Nth 17 E 64M STREET a4 A A'`�M st 4� .7 a4 g r 201511C(InternManal Pre Cade) New York,NewYwk 10065 e• 'oi'x ' Rht © 1' ENLARGED DETAIL NUMBER 2017 NEC(Notional EleDrcal Cade) SHEET NUMBER <+13,11' I CEILING HEIGHT A.F.F. CONTRACTOR ' Osage ease.ex@ghgl.tum 4 ti.b i _ 4--.I I♦* ,@! Y� ® CONeAICT:Iohn Franck 5ndl.od:(X)rn- SCALE 1 #, �6 w O DENOTES prnErhsbrh ZONING: PO 913 0.M Marton Or.. NT$ 3 (I Yf��' 14 DOOR SYMBOL TO +i'6�t T R 1), j Y may.«. ADERlewaa Glenwood Springs,C081601 �..g- r �tr 'fir y TICK LEA.DENOTES oNLnspn FAR Exsting:1374 soft/Proposed:1374 sqR(NO CHANGE) STRUCTURAL ENGINEER: -t- v4� .,: !4u TO RIMING PROJECT _ 3a.�. y ' O VAN)OW SYMBOL PERMITTED USE: Resdemial Td:(XXX1 XXX-XXXX 22007.00 V ' _A�: V s � ,:rs � V CONTACT Emol: ---�'XCl t " 1. r SETBACKS: NA MF • ." 8t`,, lit PARTITION TYPE 3 5 TYPE: VB 1h MECHANICAL DESIGN: _ • R T� "t- / arneeaorhroerhsn - Td:(XXXI XXX-XXXX W,q.. CONTACT Erna!: ° �' + - lh A��'.. ..;; 4•'e1@ o- t � v (N)/(E)CONSTRUCTION OVERALL PROJECT HEIGHT AND AREA: Maximum Height N/A NO CHANGE TO EXTERIOR HEIGHT qK DIMENSIONING ARROW KEY LEADER M` > ' - '`. A .� FOP satcLha PROJECT SUMMARY: INTERIOR REMODEL OF EXISTING CONDO UNIT • INCLUDED IN THIS SET O .* . '✓�'.._..Y-- '' DETAIL DOWN. REPLACEMENT OF EXISTING SLIDERS. CIVIL ENGINEER: 0 0 0 o CONTACT: Td(�)� ❑ NOT INCLUDED IN THIS SET _ ® DELETED FROM SET o R II L_ P THUNDERBOWL ARCHITECTS 300 S.SPRING ST.SUITE 201 ASPEN,CO 81611 (970)710-2938 PROPOSED FLOOR AREA CALCULATIONS EXISTING FLOOR AREA CALCULATIONS TOTAL ALLOWABLE FLOOR AREA I 1374.36 SQ.FT. TOTAL ALLOWABLE FLOOR AREA I 1374.36 SQ.FT. PROPOSED 3RD LEVEL UNIT 3C FLOOR AREA CALCULATIONS EXISTING 3RD LEVEL UNIT 3C FLOOR AREA CALCULATIONS UNIT 3C GROSS FLOOR AREA 1374.36 SQ.FT. UNIT 3C GROSS FLOOR AREA 1374.36 SQ.FT. COUNTABLE UNIT 3C ROOR AREA 1374.36 SQ.FT. COUNTABLE UNIT 3C FLOOR AREA 1374.36 SQ.FT. PROPOSED FLOOR AREA CALCULATIONS EXISTING FLOOR AREA CALCULATIONS COUNTABLE UNIT 3C FLOOR AREA 1374.36 SQ.FT. COUNTABLE UNIT 3C FLOOR AREA 1374.36 SQ.FT. TOTAL COUNTABLE FLOOR AREA 1374.36 SQ.FT. TOTAL COUNTABLE BOOR AREA 1374.36 SQ.FT. OF CO(\ A TOTAL ALLOWABLE FLOOR AREA 1374.36 SQ.FT. TOTAL ALLOWABLE FLOOR AREA 1374.36 SQ.FT. '�� .. TO MATTHEW SMITH O 401060 V PROPOSED EXISTING 4 FLOOR AREA CALCULATIONS 2 FLOOR AREA CALCULATIONS �F�SF�ARC Z-100 NTS Z-100 NTS I— �O 0 O CI0 CO 37-6 I 37-61/z° / / / / CO O M V OV V a. A \ A- ALF/ MMIIMM / A \ • m� M Z N�- - // / 0 o �- ----��_ J W Z /I / . // / jam/ i / , // j // .�/, / / �' / / / ��'/ w cn N, Ce /t►a, / , / / / / / / / / z aM Q LL Lu J 0 / // // / / ' / // lo �h; // / /j // // / /j // / I z ao m 1 1- /, / ri,L___„ ,/I 3RD LEVEL UNIT 3C FLOOROOR AREA / L // / / / / // / _/ / 1374.36 SQ.FT. / / _// // C U-1 zi,/ ' / ��� / /, / ii / �/ // O a w / / / // `'/ // / / i Z V Z ��/ � % /// //�// / / // �7�� �'/ / / / // / / / //' / o M C // / / � / // ' - � o / I // / // / CI- in LLI/ / / LEVE1L3743 63SCQRFTOAREA / ,/ JI i / / // ,// / / / / // 6/,✓; / I / / // / // // / // // / / / , 1j// I / / / Ln// / / / / / / / / / // / // / / / / / / / // / / / // / / / / / / / , / / // / / / / P OE/ / / // / / / / / /// // / / // / / / // /// / // / / / / / / / / / // / / xns / / // / / / / // / / / / // / / //// / / / / // / / / // / / / / / // // /// / // / / / // / / / /�/ / // / / / / 1DATE 6/2022 PERMIT SET / / / / / / / / / / _/ / / / _ / / / / / / / FP/ / FLOOR AREA 3RD LEVEL UNIT 3C DECK AREA 3RD LEVEL UNIT 3C DECK AREA CALCULATIONS TBD TBD SCALE 1/4"=1,-0" N 2o,ECT zzoozoo PROPOSED EXISTING I 0 AI UPPER LEVEL FLOOR PLAN 3C A UPPER LEVEL FLOOR PLAN 3C WI1/4"=1,-0 1/4"=1,-0 1_, � p 0 Scale: 1/4"=1'-0" 8 Z 10 0 o s i L_ P AREAPLAN THUNDERBOWL ARCHITECTS LEGEND 300 S.SPRING ST.SUITE 201 ASPEN,CO 81611 (970)710-2938 PROPOSED FIRE AREA PROPOSED FIRE AREA CALCULATIONS EXISTING FIRE AREA CALCULATIONS PROPOSED 3RD LEVEL UNIT 3C FIRE AREA EXISTING 3RD LEVEL UNIT 3C RRE AREA UNIT 3C FIRE AREA I 1334.87 SQ.FT.I UNIT 3C FIRE AREA I 1334.87 SQ.FT.I 44 AZ 90 MATTHEW SMITH 401060 I PROPOSED EXISTING 4 FIRE AREA CALCULATIONS 2 FIRE AREA CALCULATIONS �F�SF�ARC Z-101 NTS Z-101 NTS I- 0 0 �O O 0 CO 37'-6 1/2" 37'-6 1/2" / / / / CO G M O U V W O �, O CO ` � i__ Z N T - ••• - e ' ... J W (Z) am -- i \- - - - - - ice\/ \/mom - - - - - - / - - - -Ir / / W N Q V - - Z < CO / - -Ili- " �'01 - l Q O 1 I ' 3RD LEVEL UNIT 3C FIRE AREA - I _ -I' 1334.87 SQ.FT. _ _ _ Z L.LJ J 10 - - - - - - - - _ ___ A - A li W o_ j - 3RD LEVEL UNIT 3C RRE AREA - - T - . _ _ _ _ 1334.87 SQ.FT. _ _ /-i W I c 1 in i F II - - • - - - - - � A/1 PP OVE - - 1 I RDS - - - - - - • - - - - - - - 1 DATE • - - - - - - - - - - - r - - _ _ I 1 - - - - - 671672022 PERMIT SET 11 _ _ - - / _ _ _ _ - - L _ _ _ _ 0 - - - - - - - - = - I I FIRE AREA PLAN SCALE 1/4"=1'-0" NFRo,� i / 22007.00 PROPOSED EXISTING © UPPER LEVEL FLOOR PLAN 3C A UPPER LEVEL FLOOR PLAN 3C NW 1/4"=1,-0 ®i 1/4"=1,-0 ' I' -'j� p 0 Scale: 1/4"=1'-0" 8 Z 101 o s i L_ P FLOOR PLAN GENERALNOTES THUNDERBOWL ARCHITECTS 300 S.SPRING ST.SUITE 201 ASPEN,CO 81611 1 ALL WALLS WITH SHEAR RYWOOD SHALL HAVE A CONTINUOUS RUSH KNISH.RIRR WALLS OR CONTINUE PLYWOOD TO MAINTAIN THE REQUIRED RUSH KNISH. (970)710-2938 2 OFFSET STUDS WHERE REQUIRED SO THAT KNISH WALL SURFACES VALL BE RUSH. 3 PROVIDE BLOCKING FOR ALL ARTVARK,TOWEL BARS AND TISSUE HOLDERS,TYP. 4 PROVIDE WATER RESISTANT GYPSUM BOARD BEHIND ALL RUMBING RXIURES,UNDER AND MOUND TUB AND SHOWER ENCLOSURES TO A HEIGHT OF 70'MIN.ABOVE THE DRAIN INLET.,OR APPROVED BACKER BOARD UNDER TILE 5 KNISH MATERIALS FOR ALL BATHS,SHOWERS,WALLS AT SHOWER ENCLOSURES SHALL HAVE A SMOOTH,HARD,NON.ABSORBANT SURFACE SUCH AS TILES/CERAMIC IILES, PORIIANT CEMENT OR EQ LEGEND SEE A0.00 FOR SYMBOLS NOT SHOWN HERE. 0V C04.- .Q 90 Ul MATTHEW SMITH (E)CONST.TO BE REMOVED 5, 401060 1- (--, OO EXISTING CONSTRUCTION `c'yrFo ARL�� 37'-6 1/2' / A OR NEW CONSTRUCTION 23'-31/8" / / 711' NEW MASONRY WALL I— dii A EXIT I \ \O MECH 00 1 CLOSET - r ^\ �i X 0. 2 1 102 100 BATH 2 09 CO1109 I ENTRY \ O CI) J'� EXISTING 1100 I U -o J 0BREAKER BOX V V 0' _._ MAIN ROOM CO 1 O I 101 I KITCHEN Z N MI J W Co = BATH r I LJJ N �1108 ,, L——— Ce Q,J --- I Z QM EXISTING STEEL COLUMN LOCATION I\ CLOSET CURRENT CONDITION TO REMAIN LL LV N 0 1107 I 07 - L_ -- a 0 ��-- CLOSET I Ob OS I r CLOSET �, _ 0m' W W O a Lu Z U LIVING ROOMZ 104 I J M Zo BEDROOM 1 Q 2 PRIMARY BEDROOM 1105 I LJJ 0 1106I in LC) LC') FP AOVE O \ \ i \ RDS 06 05 04 DATE 11'-6 3/8" 11'-6" 13.-8 5/8" 6/16/2022 PERMIT SET / // // /EXISTING BALCONY TO REMAIN EXISTING UL FLOOR PLAN SCALE mNPROJECT ■ 22007.00 EXISTING o Ayes}. UPPER LEVEL FLOOR PLAN 3C 7 1/4"=11-0" 1__,----•� 2 4 p 0 Scale: 1/4"=1'-0" 8 A 1 2 O X R i L_ P REFLECTED CEILING PLAN GENERALNOTES THUNDERBOWL ARCHITECTS 300 S.SPRING ST.SUITE 201 ASPEN,CO 81611 1 ALL DIMENSIONS ARE TO FACE OF RN.,CENTER OF RXTURE/REGISTER UNLESS NOTED OTHERVASE (970)710-2938 2 VERIFY IN HELD ALL EXISONG DIMENSIONS. 3 LIGHT FIXTURES SHOWN ON THIS RAN ARE FOR REFERENCE ONLY.SEE LIGHONG DRAVANGS FOR TYPE,LOCATION,AND CIRCUITING. 4 ALSO SEE INTERIOR ELEVATIONS FOR LOCATION OF SCONCES,TYP. 5 PAINT ALL RECESSED CAN TRIMS/MECHANICAL GRILLES THE COLOR OF THE CEILING IN WHICH THEY APPEAR 6 COORDINATE FIXTURE LAYOUT WITH ALL EXISTING AND PROPOSED STRUCTURE. LEGENDSEE COVER SHEET FOR SYMBOLS NOT SHOWN HERE. ��0V CO4r, A.. 90 CD SEE LIGHTING DRAWINGS FOR ALL LIGHT " MATTHEW SMITH SYMBOLS 401060 V ® AIR OUTLET,VERIFY WITH MECH.SUB. (F. YQ ICIZ AIR INTAKE,VERIFY WITH MECH.SUB. �SFD AR 37.-6 1/2' / OSD CEILING MOUNTED SMOKE DETECTOR 0 CEILING MOUNTED SPRINKLER LOCATION El SPEAKER,VERIFY AV REQUIREMENTS O WITH OWNER (7) PMECH CLOSET BEAM ABOVE <+8'-0"I CEILING/SOFFIT HEIGHT SYMBOL BATH 2 p �Q\, / 102 09 CO 0 0 < 7'-10' I o IE ENT0 RY ' O ) FLAT L 0 Q 0 ° V U V r •��q ..b MAIN ROOM M • LL� 101 I KITCHEN BATH 1 0 0RIP 1 < 7'-10' I 1103 I Z CV _ 1108 I ° 1 < 7'-10' co I FLATLU < 7'-10' 0 FLAT J 0— ,— L.) --- W N N, Ce RAT ---° Z < CO < I o CLOSET 1, ° N N 1107 I NI W> .4, J m 1. �' CLOSET II II IF CLOSET I i BEAM ABOVE \ - m II O uJ Z PRIMARY BEDROOM BEDROOM 1 LIVING ROOM Z 1106 I 1 105 I I 104 I J U M < 7-10 71-10' I I = < 7'-10" I FLAT FLAT FLAT Q W CI- 0 0 0 in in APP OVE — / BEAM ABOVE OII I I/ RDS DATE 6/16/2022 PERMIT SET EXISTING UL RCP SCALE PROJECT ril , ...._ 22007.00 EXISTING Li A UPPER LEVEL RCP ® 1/4"=1'-0" 1__,----•� 1? Scale:Scale: 1/4"=1'-0" 8 A 1 2 1 X o R s L P FLOOR PLAN GENERALNOTES THUNDERBOWL ARCHITECTS 300 S.SPRING ST.SUITE 201 ASPEN,CO 81611 1 ALL WALLS WITH SHEAR RYWOOD SHALL HAVE A CONTINUOUS RUSH KNISH.RWRR WALLS OR CONTINUE PLYWOOD TO MAINTAIN THE REQUIRED RUSH KNISH. (970)710-2938 2 OFFSET STUDS WHERE REQUIRED SO THAT KNISH WALL SURFACES VALL BE RUSH. 3 PROVIDE BLOCKING FOR ALL ARTVARK,TOWEL BARS AND TISSUE HOLDERS,TYP. 4 PROVIDE WATER RESISTANT GYPSUM BOARD BEHIND ALL RUMBING RXIURES,UNDER AND MOUND TUB AND SHOWER ENCLOSURES TO A HEIGHT OF 70'MIN.ABOVE THE DRAIN INLET.,OR APPROVED BACKER BOARD UNDER 11LE 5 KNISH MATERIALS FOR ALL BATHS,SHOWERS,WALLS AT SHOWER ENCLOSURES SHALL HAVE A SMOOTH,HARD,NON.ABSORBANT SURFACE SUCH AS 11LES/CERAMIC TILES, PORIIANT CEMENT OR EQ LEGEND SEE A0.00 FOR SYMBOLS NOT SHOWN HERE. OF C04.- A,Q- 90 MATTHEW SMITH (E)CONST.TO BE REMOVED 5, 401060 /— (--, OO EXISTING CONSTRUCTION `c'yrFo ARL�� 37'-6 1/2' / OR NEW CONSTRUCTION 7'-7 7/8" 2'-5 1/4" 9'-11 3/4' 2'-0' 7'-11' / NEW MASONRY WALL .— I- 0 �t EXIT ^ W/D �'CLOSET EMII - 7 I 120 00 CLOSET co e / II, \ �` FO. 102CO SH\/ 106 (LOSET m �E 00 I O M tn ��IO FRIDGE U ( 1V415;HLI �I I VARIES U L U / V T MAKE-UP I D105 I EN m II i/ 'DO 1 M Z CV DESK CL I,i KITCHEN OI ri �PoyOWe' BATH 1 I 101i �� P�s{.TO 34. -I w co /`1 VD 1109 I © © INISH,PER INTERIOR J r— V INISH,PER INTERpR Z < CO Q 05 N CLOSET T 1 LL LL N K DW INIE0.p0. INlE0.p0. 108 I y "' 21,-9"VIF L 11 O ' o� h a 1 0 07 \ = UC = - m 10'-57/8" BAR \ FRIDG: I— 0 EXISTING STEEL COLUMN LOCATION I 103 I C Z w CURRENT CONDITION TO REMAIN ICE TYP. INTERIOR WALL O < w 0 3 2 Z inill A-120 A-120 =1'-0" Z U R '-20 LIViN 04 I M I� Q ci. PRIMARY BEDROOM _ I 107 I -- _/ LJJ 1 _— Uf) ' � FP 3 A" OVE / /1 -120 :1,1-1/2" O RDS 07 0' 04 / 14.-411/16" 22.-713/16" -�- 6/16/2022 PERMIT SET EXISTING BALCONY TO REMAIN 44,#1 STC-50 NGC 2009015 Framing: 2x4 wood studs,24"o.c. Insulation: 3-1/2"glass fiber Side 1: 5/8"Fire-Shield Gypsum Board Side 2: 5/8"SoundBreak XP Wall Board UL Design:U309-1 hour PROPOSED UL111 Figure 232 FLOOR PLAN 3 1 HR PARTITION ASSEMBLY SCALE Q A-120 NTS PROJECT 22007.00 i PROPOSED N A UPPER LEVEL FLOOR PLAN 3C 1/4"=1,-0" ��� 0 2 4 8 A ��O . p Scale: 1/4"=1'-0" A VED 0 2022 L ASPEN BUILDING DEPARTMENT P REFLECTED CEILING PLAN GENERALNOTES THUNDERBOWL ARCHITECTS 300 S.SPRING ST.SUITE 201 ASPEN,CO 81611 1 ALL DIMENSIONS ARE TO FACE OF RN.,CENTER OF RXTURE/REGISTER UNLESS NOTED OTHERVASE (970)710-2938 2 VERIFY IN HELD ALL E%ISONG DIMENSIONS. 3 LIGHT FIXTURES SHOWN ON THIS RAN ARE FOR REFERENCE ONLY.SEE LIGHONG DRAVANGS FOR TYPE,LOCATION,AND CIRCUITING. 4 ALSO SEE INTERIOR ELEVATIONS FOR LOCATION OF SCONCES,TYP. 5 PAINT ALL RECESSED CAN TRIMS/MECHANICAL GRILLES THE COLOR OF THE CEILING IN WHICH THEY APPEAR 6 COORDINATE FIXTURE LAYOUT WITH ALL EXISTING AND PROPOSED STRUCTURE. LEGEND SEE COVER SHEET FOR SYMBOLS NOT SHOWN HERE. OF CQ4O 4, n A.. 90 QO SEE LIGHTING DRAWINGS FOR ALL LIGHT " MATTHEW SMITH SYMBOLS 401060 y [Z] AIR OUTLET,VERIFY WITH MECH.SUB. (F. OO Z AIR INTAKE,VERIFY WITH MECH.SUB. �SFDAR 37.-6 1/2' / / OSD CEILING MOUNTED SMOKE DETECTOR 0 CEILING MOUNTED SPRINKLER LOCATION O El SPEAKER,VERIFY AV REQUIREMENTS _ WITH OWNER O MECH CLOSET •1. ! BEAM ABOVE <+8'-0"1 CEILING/SOFFIT HEIGHT SYMBOL r i DEN CLOSET 00 gATry 2 ` / / 1105 I I 102 I CO \ / REFERENCE FIRE RATING TEST NO. STC TEST NO. CC OC ASSEMBLY NO. CONSTRL1CnON DESCRIPTION Lob < T-10' I Os < 7'40' I O M .:", O < 7'40' ^r — RAT RAT o ENTRY° ________ &Aid wood loigi bar,18 min x235 nlm(1-1/2'X 9-1/41 U O \ CLOSET 100 m lads,Spaced 4Ct mm(1C)or.,15_5 nu(515'1 OSB (,) Os U 0 < 7'10' I I; suhlllmr,rellmrll Edmonds spacIng sp�Jlletl he law. W g / o" RAT ® ® ® pic I tM ‘1 9®IgIE 15.2 rTm L8'kdhckdrss EcoTuch°QutEZs r' C'7 Z N b c. b a it p�lr # I;- Milli. NAJIC F1I3EFE ArF'Acoustic Bah Ir3sdalion,double!dyer CV BATH 1 Er/ ° I�iJ _ Iapex' plum hoard Ihickoess-lied below ' W 00 109 / 1 f�ypsmboard Tdipose< Aesidierd rdunne!Spacing ac. J 0— r— L.)< Tao R ® ® KITCHEN NBC-FN] 1 h TLF- -ilk1a 55 IIF -0f# A9 SW.F580T 159mm(5dB'i 611)PM(24') W Cl) Ce RAT . ° < 7'b' I u.„ k. I 101 NBC-FSL 4.Sirk 1LF-15-115a 54 IIF•95-041 50 SW,E58ZIT 12.7mm(1t 511)mrn 24') Z < CO Q CLOSET T II < 7'-10' I NBC#lg 1 h NBC-F9g -1 11BGF9g 44 SWJF5807 12.1 mm(l/ 4116 aim i15') 1108 I I < 7'-10' I ° r ; FLAT o LL W CV J - < T-10, ® ® ® cn RAT ® o ® RIP L O RAT A I ,. 16 Mill 0 Q m _ \ m BEAM ABOVE 0 r s \ BAR I—I 103 1 Q L.I.J ® <0 ® • 0 J w Z PR MARY BEDROOM w ca 4caZ U M I 107 I ce o Q = o ° O. ° NOTE:ALL LIGHTING TO BE W CI- LIVING ROOM HIGH EFFICIENCY LIGHTING < 7'-10' I 47 1104 1 lC') L < T-10. I In • ® K3 to ' < 7 b' A PP OVE 0 < 7 6' L� BEAM ABOVE /1 RDS DATE 6/16/2022 PERMIT SET PROPOSED UL RCP SCALE N PROJECT 22007.00 i PROPOSED Li A UPPER LEVEL RCP ® 1/4"=1,-0" 1__,----•� 0 2 4 8 p Scale: 1/4"=1'-0" A 1 2 1 o R L_