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HomeMy WebLinkAboutFile Documents.725 Cemetery Ln.0045-2019-BRES (28) P GENERAL NOTES SHEET INDEX THUNDERBOWL ARCHITECTS 1. The work included under this contract consists of all labor,materials,transportation,tools and equipment necessary for the SHEET NUMBER SHEET TIRE DATES ISSUED 300 S.SPRING ST.SUITE 201 construction of the project leaving all work ready for use. HIASPEN,CO 81611 2 The construction documents are the property of Thunderbowl Architects Ins and its Consultants and are to be used as Iis- instruments of service for construction of this project only.Use for any other purpose,without authorization,is not (970)710-2938 allowed. 3. The plans indicate the general extent of new construction o necessary for the work,but are not intended to be all-inclusive. E E T E R Y I_ANE GENERALAll demolition and all new work necessary to allow fora finished job in accordance with the intention of the drawing is 7 5 & 7 7 C M included regardless of whether shown on the drawings or mentioned in the notes. 4. Any errors,omissions or conflicts found ec the various parts of the construction documents shall be brought to the attention G-000 GENERAL INFORMATION ■ of the Architect and the Owner for clarification before proceeding with the work. G-001 ARE AREA CALCULATIONS ❑ Z-001 ZONING SUMMARY ❑ App OVE 5. The General Contractor shall maintain a current and complete set of the construction documents on the job site during all Z-002 EXISTING BOOR AREA CALCULATIONS ❑ phases of construction for use of all the trades and shall provide all the subcontractors with current and complete ASPEN COLORADO Z-003 PROPOSED ROOR AREA CALCULATIONS Elconstruction dauments as required including specifications and architectural supplementary instructions. . RDS 6. The General Contractor shall verify and assume responsibility for all dimensions and site conditions.The General ARCHITECTURAL Contractor shall inspect the existing premises and take note of existing conditions prior to submitting prices.No claim shall A-001 SIZE PLAN ■ be allowed for difficulties encountered which could have reasonably been inferred from suds en examination. A-101 LOWER LEVEL FLOOR PLAN ■ A-102 LOWER LEVEL ANISH PLAN ❑ RDS Ai • • 7. Written dimensions take precedence.Do not scale drawings. A-103 LOWER LEVEL ENLARGED RAMS Elicat�on A-104 LOWERLEVEL RCP ❑ 8. See SYMBOLS area of this sheet for dimension standards. A-111 MAIN LEVEL FLOOR PAN ■ 9. All dimensions noted'verify.and.V.I.E.are to be checked by Contractor prior to construction.Immediately report any A-112 MAIN LEVEL ANISH RAN El variances to the Architect for resolution,then coordinate resolution w/all work of all trades. A-113 MAIN LEVEL ENLARGED PLANS El A-114 MAIN LEVEL RCP ❑ 10. Coordinate all wok with existing conditions,including but not limited to:irrigation pipes,electrical conduit,water Ines,gas A-121 UPPER LEVEL ROOK RAN ■ lines,drainage lines,etc Notify Architect immediately of any conflicts. 07 / 18 / 2019 A-122 UPPER LEVEL Mal FLAN El UPPER LEVEL ENLARGED PLANS ❑ II Provide adequate temporary support as necessary to assure the structural value or integrity of the building. A-126 UPPER LEVEL RCP ❑ 12. Protect all existingbuilding and site conditions to remain,including walls,cabinets,finishes,trees and shrubs, etc. A-131 ROOF RAN ■ g a g wa paving,a A-201 EXTERIOR ELEVATIONS ■ 13. Details shown are typical.Similar details apply in similar conditions. A-202 EXTERIOR ELEVATIONS ■ A-301 BUILDING SECTIONS ❑ 14, Verify all architectural details with structural,sail,landscape and design/build drawings before ordering or installation of A-302 BUILDING SECTIONS ❑ any work. A-303 BUILDING SECTIONS ❑ 15. All changes in floor materials occur at centerline of door or framed opening unless otherwise indicated on the drawings. A-304 BUILDING SECTIONS El ABBREVIATIONS A-401 ENLARGED STAIR ❑ 16. Install all fixtures,equipment and materials per manufacturer's recommendations. A-402 ENLARGED STAIR ❑ A-411 ENLARGED AREPLACE ❑ 17. Verify clearances for flues,vents,chases,soffits,fixtures,etc.before any construction,ordering of,or installation of any & And CONC. Concrete F.B. Hat Bar HDW. Hardware MISC. Miscellaneous REG. Register T. Tread A-412 ENLARGED FIREPLACE ❑ items of work. < Angle COND. Condition F.D. Floor Drain HDWD. Hardwood MID. Mounted REINF Reinforced T.B. Towel Bar A-501 ASSEMBLY DETAILS ❑ @ At CONN. Connection F.E. Fre Extinguisher HGR. Hanger MUL, Mullion REQ. Required T.C. Top of Curb A-502 ASSEMBLY DETAILS ❑ 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 r installation recommendations and standard industry and building practices. 0 Diameter or Round CONT. Continuous F.H.M.S. Hat Head Machine H.M. Hollow Metal (NI New RET. Retaining TEMP. Tampered A.503 TRANSITION DETAILS ❑ C 0 g Pound or Number CONTR. Contractor Siva HORIZ. Horizontal N. North REV. Revision/Revised/Reversed TAG. Tongue&Groove A-511 WINDOW DETAILS ❑ 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.I.C. Not in Contract RM. Room TER. Terrazzo A-521 DOOR DETAILS ❑ 0 0 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 C.T. Ceramic Ole AN. Fnish H.L Handrail NO.or 4 Number REMOV. Removable THK. Thick A-601 WINDOW SCHEDULE ❑ ( 1 areas in or outside job site. A.C. Asphaltic Concrete CTR. Center FIT. Fxture H.W.H. Hot Water Heater NOM. Nominal LO. Rough Opening A A-603 WINDOW SCHEDULE ❑ T.M.E. To Match Existing J `/ ACOUS. Acoustical C.W. Cold Water FLR. FloorN.T.S. Not to Scale RWD. Redwood TO.C. Top of Concrete premises and all affected areas clean and orderly,ready for occupancy.This includes cleaning of all A.D. Area Drain RASH. Hashing .D. aside Diameter T.O.P. Top of Plate A-603 WINDOW SCHEDULE El W 20. Contractor shall leave glass(inside and outside)and frames,both new and existing. ADJ. Adjustable DEL Double FLUOR. fluorescent N. ash O.A. Overall S. South T.O.FLY Top of Plywood A-604 WINDOW SCHEDULE Li CI N ADJAC. Adjacent DET Detail F.O.C. Face of Concrete NSUL nsulation O.C. On Center S. South T.O.W. Top of Wall A-605 DOOR SCHEDULE ❑ L 21. Any survey monuments within the area of construction shall be preserved or reset by a registered civil engineer or a AGGR. Aggregate D.F. DrinkingFountain F.D.F. Face of Fnish NT. nterior O.D. Outside Diameter Dim. S.A.F.F Self-Adhesive flexible Hashing TYP. Typical A-606 DOOR SCHEDULE ❑ Q (V = licensed land surveyor. lternaa ( ) B YPlca Y ALL Alternate DIP. Diameter F.O.Ay Face of Plywood NTER. ntermediate OPNG. Opining S.C.D. See Civil Drawings A-611 INSULATION SCHEDULE ❑ (1) � r ALUM. Aluminum DIM. Dimension F.O.S. Face of Stud OPP. Opposite S.D. Storm Drain, U.B.C. Uniform Building Code 22. Verily all finish materials with the Ardlitect and the Owner prior to installation.On site mock-ups of building assemblies, APPROX. Approximate DISP. Dispenser F.P.R.F. Freproof AN. anitor Soap Dispenser/Dish UNEXC. Unexcavated finish assemblies,paint and/or stain samples,etc.may be required for approval. ARCH. Architectural DN. Down FR. Fame B unction Box PERIM. Perimeter SCHED. Schedule UNF. Unfinished Q) ASPt. Asphalt DR. Door Fr. Foot or Feet ST. Joist R. Pate SECT, Section U.O.N. Unless Otherwise Noted M 23. Contractor to coordinate utilities shown on architectural drawings with electrical,plumbing,mechanical,and any other D.W. Dishwasher FTG. Footing T. Joint PLAN. Plastic Laminate S.E.D. See Electrical Drawings E J consultant drawings.Contractor to coordinate all the trades. BD, Board DWG. Drawing PURR. Furring PLAS. Plaster SEP. Separation VAR. Varies BITUM. Bituminous OWL Drawer PUT. Future KIT. Kitchen PLYWO. Plywood S.H. Sprinkler Head V.C.T. Vinyl Composition Tile a) O N 24.Structural observation shall be required by the Engineer for structural conformance to the approved plans. BLDG. Building PAL Panel SHT. Sheet VEN. Veneer 1 ELK. Block EA. Each G. Gas Outlet LAM. Laminate PNT. Point SHTG. Sheathing VERT. Vertical U V 25. It is to General Contactors responsibility to obtain inspections and special inspections as necessary. BLKG. Blocking (E) Existing GA. Gauge LAY.. Lavatory P.S.I. Per Square Inch SIM. Similar VEST. Vestibule 26. All construction toprovide a waterproof,weather tight building. should flash and caulk as necessary to achieve BM. Beam E.JF,S. Exterior Insulation& GALA. Galvanized LB. Pound PT. Point R. Sliding V.G.D.F. Vertical Grain Douglas Fr ` O p g g y B.O. Bottom of Irish System G.D. Garbage Disposal LIN. Linear P.T. Pressure Treated S.C.D. See Civil Drawings V.I.F. Verify in field M this requirement. BOT Bottom E.J. Expansion Joint GEN. General LT. Light Post Tensioned S.G.D. See Garage Drawings VOL. Volume Z o W B.P. Building Paper EL Elevation G.F.I. Ground Fault ETD, Pointed S.LD. See Landscape Drawings (V _ AA'' BTWN. Between ELEC. Electrical Interrupt P.T.D. Paper Towel Dispenser SLID, See Lighting Drawings W. West LIJ i:e EMER. Emergency GL. Glass MACH. Machine PM. Partition S.M.D. See Mechanical Drawings W/ With �' C.B. Catch Basin ENCL. Enclosure GND. Ground MAINT. Maintain P.T.R. Paper Towel Receptacle S.P.D. See Plumbing Drawings W.C. Wall Covering 0— _I CEM. Cement 00.5. Edge of Slab GR. Grade MAT. Material SPEC. Specification or Special HID. Wood �x N W Cl CER. Ceramic E.P.B. Electrical Panel Board G.S.M. Galvanised Sheet MAX. Maximum D.T. Quarry file SQ. Square W.H. Water Heater Oa r ' C.1. Control Joint EQ. Equal Metal M.B. Machine Bolt S.S. Stainless Steel W/O Without V CLG, Ceiling EQUIP. Equipment GYP. Gypsum M.C. Medicine Cabinet L Riser S.S.D. See Structural Drawing W.P. Work Point or CLOG, Caulking EXIST. Existing M.D.O. Medium Density RA. Return Air STD. Standard Waterproofing Ce CLR. Clear EXP. Expansion H.B. Hose Bibb Overlay RAD. Radius SR. Steel W.P.M. Waterproof Membrane = C.M.U. Concrete Masonry EXT. Exterior H.C. Hollow Core or MECH. Mechanical STOL Storage MSCT. Wainscot N Q Unit Handicapped MEMB. Membrane REC. Recessed STRL Structural W.S.P. Wet Standpipe 0 CNTR. Counter HD. Head MTh Metal REF. Reference S.V. Sheet Vinyl WT. Weight C.O. Clean-Out FA. the Alarm HDBD. Hardboard MR, Manufacturer REFL. Reflected S.W. Shear Wall WE. Water Resistant COL. Column FA.U. Forced Air Unit HDR, Header MIN. Minimum REFR. Refrigerator SYM. Symmetrical WW. Welded Wire SYS. System VICINITY MAP SYMBOLS PROJECT STATISTICS PROJECT DIRECTORY DATE SITE 07/18/2019 RDS Application 725&727 Cemetery Lone I PROTECT ADDRESS: 725&727 Cemetery Lana,ASPEN,COLORADO 81611 OWNER/CLIENT. ASPEN,COLORADO 725 CEMETERY DUPLEXES LLC Tek(970)920.1280 4 2 INTERIOR ELEVATION NUMBERS A HOSE BIBB PARCEL ID: 273512291001 CONTACT: Email: --' \q, SHEET NUMBER 623 E.Hopkins Ave ID -` \` `_ S' 3 JUNCTION BOX PRE SPRINKLER SYSTEM INSTALLED: YES Aspen,CO 81611 L L R -v a ■ APPLICABLE CODES: ARCHITECT: •d w 2015 IRC(International Residential Cadet Chapters 110 Thanderhowl Architects Tel(970)27/4421 0 BUILDING SECTION NUMBER 2015 IRC appendixes: CONTACT Ryan Daremus Y _„ e F_- FINISH MATERIAL Email:cyan@IhunderbowlarcNNcb.wm . \ .�' t Mr SHEET NUMBER !'f Manufactured homes F.Radon,l Existing Buildings&Structures H:Patio Covers,K:Sound Transmission. 300 Spring St Suite 201 � . ` 2015 IMC(International Plumbing Code) Aspen,CO 81611 ' - - '' COLOR 2015 IMC(International Meehan cal Code) 'M^ DETAIL NUMBER �/���(� "�) 2015 IFGC(International Fuel Gos Code) CONTRACTOR l ". k/ REVISION 2015 IECC(International Energy Conservation Code)-Prescriptive Path KORU LIMITED 5[f"w • , u SHEET NUMBERiel(97031985d8 GENERAL i�„a�an Ma ! 2015 IFC(International Fre Code) CONTACT Antony Cullwick Email:oMs@karultd.rom 2017 NEC Notional Elecrrkal Code) 2551 Dolores Way �' -tor ; � ( Carbondale,CO 81623 INFORMATION N • ©r, ENLARGED DETAIL NUMBER ZONING: R•IS a$ I. - h�L J SHEET NUMBER < +131411 I CEILING HEIGHT A.F.F. LANDSCAPE DESIGN: a'_'� FLOOR AREA X,XXX sq H Connect One Design Tel(970)355.5457 SCALE CONTACT Gyles Tharnely Email:I 0 DOOR SYMBOL PERMITTED USE: Residential 350 Market Street Unit 307 g @mnneaonadesignrom N/A • I- - rote ouNEt< as DIMENSION Basalt,CO 81621 �� ® EA ,, ZS SE Na TES DIMENSION SETBACKS: Aont.2s'Rear.lO,Side STRUCTURAL ENGINEER( PROJECT __ r-2' 3'-6• 18022.01 :1 • - O WINDOW SYMBOL lii TYPE: Type V Non rated Ernest Kollar Engineers,He Tel:(970)geo 3223 CONTACT Erne Kellar Emal erniekollar@gmaiLrom .I / OCCUPANCY: Type R-3 Cer en n Street,1623 r_____ `` � I� Carbondale,CO 81623 Noide ,TI O +OV1\ IA PARTITION TYPE OVERALL PROJECT HEIGHT AND AREA: Maximum Height 25 2 _, , 'x•PL O6ad.' r-• DIMENSION TO aN sx/ ARROW LEADER DENOTES CIVIL ENGINEER. PROJECT SUMMARY NEW CONSTRUCTION DUPLEX YarnelIConAlt rig&C vT Design,LLC Tel:(970)3237008 o • ,_:*1'W W IN)/(E)CONSTRUCTION EACH UNIT CONTAINS THE FOLLOWING: CONTACT Anln Yarnell Emal.justin@Iheyurnels.wm k. • • VP','9 A' - DIMENSIONING KEY 2 CAR GARAGE 229 Midland Are 1' = a .l- , • INCLUDED IN THIS SET c + .sue FOR ALL oeruu DRAWINGS RCM • d BEDROOM Basalt,CO BIbZI m • f �� aC 5.5 BATH ❑ NOT INCLUDED IN THIS SET _O O O Ti. ' EXTERIOR DECK MECHANICAL DESIGN: _art Rader Engineering,Inc. Tel(970)845.7910 ® DELETED FROM SET '�.i: 7 ea p i CONTACT Drew Roder Emal droder@roderengn m eerng. m o ' I •y A, 1 R ) L' 40690 Highway 6,Sut Si- a Mn Avon,CO 81620 L LI 7 SITE PLAN KEY THUNDERBOWL ARCHITECTS 300 S.SPRING ST.SUITE 201 ASPEN,CO 81611 EASEMENT AREA (970)710-2938 iii_ _1 00 EXTERIOR LIGHT FIXTURE APP OVE 1 RDS , 41110)( , . ) , .., \---)r.) , A.6 _i -.N( , 11) 0 _ 011D . . , Aft iarip14 adi WAil I 1 "--1 --- 11FA iktri ikrt fr if Aj _ il*__, (._ ( \11.1M,,,/ ,41,,Aiu,L.„FILE,.....Lmila vitworiww.minusiwph..-- • - r ,,,,„iri -,., \WW 111,11,11,16W, - 1111 : 0 ‘, \k„. ., __„.„..411.... ,,,...„,,4 , 0.4."rvi. ..--"/ de.4.0 * 4 ,I° tro , . . ..4 ). , „,,,,,, .,.. _ _...., A, III' 7,1( N 7,16/1 014T,iiteNtsNi Areft00.744 , itaigy, A .4 # 41\WPAIWk* _A.---- -..„. . to At .,s Irk . ' A \ It- 4.b,* 40,4111914,..,rerilk ,I,M 1:„....,...i.,..,„„,„.„4 \ A 4, , , *at it /11 •-•. 'i'1A,"11115W4 ".- 11, Pal hv?icv ':. y. 2 :, i ,./. \ WO VisW r - - r Iti" \ _ . �;mirk. \ .� atm • Ir-zzir,,,,,,,.. 14 , \ ) , ), s ma \ ___ ___ ___ , T 10' SI E YARD SETBACK, _\....stm. ,_ __ ___ _ __ ___ _„ ___ _ ,_ , — / / , TI 1, , '0��, /- c oI- ���o'o°�"� �-seloukir / 78881 / 1' 1 'c+`�� V ii* L _ T � 1r Mil --_, , , X 7:1 i N_ N IMI ANgalti_ ' Taal -.4 110 ) 1,01F› It II 1. . 0 z 0 co ' 1 m ,___,7—----- 1 ,„__ c., \ yI\ � lii �1�■vim=� ' _ ` I — v' W 70 % I \ ' \ I I I I I I/ t-- ■■■■ ■■b■nl■'I O / Al a 1 �__�_I II�II—I■..1...6.1 - I lb■■ III■■������ I � ■ '�0° �IAlil�1111■III � g � � f\ � �1 � �/ \ o00000000i oun •nr��:i l. ,.,aa i��� , '•ter�o'ei•■�������i r —i 00 �€�II®®� s �0000r o�o��_i�i�u�viii te ■ ��r�ara■■ �� � ■e■rah T tll�l�� 1 I\ \ ` Ism =in iin�•yi��ih�■��Fa envII �IOO�� (/ 0111re iv dr �00000000r--ter--_eons [� ® ��i�� ` ■ .■■�o■• Oii 1 �� I _ _ o■e IIIIk� \ �iio Onnnnpnnnai: -■o■ —� p��``I -= oo moo •■■ w•�o�■�+ ■■ ogw- ■o� or�r ��� O n0000 �ii o■r- oo ■■��_ 00000� n �� \I�_�' �� � ®I� - = IAAIA� ■s� •— � \ o■ 1To Iet 1�1 FFF _ 'F ■—■•�O' iv '� sA�o■r. i I�II� =MI MM JI I 1 o I / �� '-.�� iN_ —. � v ��,10' SIDE YARD �S TB A C ICE \\A ////� I DATE \�~ �� -� \ N �` i i �` 07/18/2019 RDS APPLICATION 1 ‘, ) ) '� -y-- \ \ l 1p. 1 z , - / / `�/ ;i-�I► // II CO 09/02/2019 PERMIT SUBMISSION 70 4$ \I 1 , \� �ti, \ \ _ ' 727 CEMETERY LANE I/ 725 CEMETERY LANE o�\ I / J _ • r . .,-A 1 ;'4, s�, �;,0-, �- 1 'sue PROP RTY LINE a).0 1 �� �'cp .it \ P\dam \C 1 1 i ��s _ Ill 7 %, 51'-3 31/32" �i` i �} / �\ g\' // \_ 1 ` - \ �, I R/f, SETBACK � ' � // � = SITE PLAN I , \ 1 s /// I \ \\\ • , SCALE 1/8'=1%0" /N\ PROJECT / 1 18022.01 g A SITE PLAN 1 RR 1/8"=1'-0' 0 4 8 16 A-001 o Scale: 1/8"=1'0" I i oI LLI FLOOR PLAN GENERAL NOTES THUNDERBOWL ARCHITECTS 300 S.SPRING ST.SUITE 201 I.All WALL ILL SHEAA PLYWOOD SHALL HAVE A COMM.RUSH BNISH.RIRR WALLS OR CONTINUE PLYWOOD TOMAINTAIN TH HOMO RUSH HNISH ASPEN,CO 81611 2.OFFSET STUDS WHERE REQUIRED SO THAT RIM WALL SURFACES WALL RE RUSH (970)710-2938 2.MONDE BLOCKING FOR ALL Am/0RK,TOM.BARS AND TISSUE HOLDFASMI.. <.PROVIDE WATER RESISTANT GYMUM BOARD BEHIND ALL PLUMB.A%TURFS,UNDER AND AROUND TM AND SHOWER ENCLOSURES TO A HEIGHT OF 20'MIM ABOVE ME DRAIN INLET,OR APPROVED BACKER BOARD UNDER TILE. 5.ENISH MAIER.FOR ALL BANS,SHOWERS,WALLS AT SHOWER ENCLOSURES SHALL HAVE SMOOTH,HARD,NONABSOREANI SURFACE SUCH AS ALES/CERAMIC TILES, FORTIANI CEMENT OR FQ APP OVE RDS m ‘ E7 O O O O O O O O O 10 114'-3" 9'-21/2" 23-6" 8'-51/2' 18'-11' 11-0" 4-11" 5-11" 23.-6' / / / / ' / / 810' 1 1 01 I ilk' I m I I 1 02 I m I 26.410.030.E.4 -301 7 7 -30 TIP A \-\ EGRESS WINDOW WELL IS NOT - - - LOCATED ON'FRONT-MOST WALL"OF L J STREET FACING FACADE. I o I _ • J 1 1 ] , , , I U r- t1 m t �� mi_ a k _ , I- IT / I I 1 1011-A I 1 1012-A 1 —1 } / 1 I I BATHROOM BUNK ROOM I CLOSET— I I_ 1010-A iL \,,, 1 012-B 011-B 1 26.410.030.E.4 C O VI L IS NOT CS 0 I— CLOSET BUNK ROOM BATHROOM ffff LOCATED ON"FROGRESS WINDOW NT-MO T WALL"OF 26.410.030.E.4 J r 010-B I I EGRESS WINDOW WELL IS NOT I I I STREET FACING FACADE. O, W I I LOCATED ON"FRONT-MOST WALL'OF 1 • STREET FACING FACADE. N -- 26.410.030.E.4 LAUNDRY 17. - >r i EGRESS WINDOW WELL IS NOT 008-A I Q N ' LOCATED ON"FRONT-MOST WALL"OF ce B— STREET FACING FACADE. Ln I I I DTI � O M I I I M " ANT'AL E J m .. ° 009-A m O N J av I � . —,� UU _ _ _ _ _ _ _ _ _� _ _ _ _ _ _ _ _ _ _ _�, . _ _ _ _ _ � _ 0 _ I 1 flW9 I FWL I\ O �\ 1 "'`°'" MEDIA II MECHA m L CLOSET I I I - - 88'-8/2" ooR^ N Z CO 005-B I 009-B I , BEDROOM 1002-B I ' I 1002D-IA I UP ,, � J W O N\ Rto.ANISH 8'AGE I001-BI , 007-A I :®1 N 0 02 I__ _ - - - _ - _ _ __I_ _1/2• . 004-B _ _ - - ITST BATHROOM - _ I - _ _ 0LL-304 STORAG I� „- P 008- I �� I_ BATHROOM I BEDROOM STAIF UA LAUNDRY BATHROOM �E I003-B Q� 04-A 1nn0- I CN Q1007-BI 1 1006-B I Mg I I GEII ^ 0- jl ' BATHROOM CLOSET 'v d All 0-00-0 1I I006-AI 005-A1 MEDIA iI ? I wiD wiD .11 k L".=j - ' \ \,.,V - - - - - hl - - - I 1 1DATE I I 1 1 E 1 1 07/18/2019 RDS Application L , 727 CEMETERY LANE ' 725 CEMETERY LANE ' I L , _.....J of m ,,,,„ LOWER LEVEL FLOOR PLAN SCALE PROJECT 18022.01 1E1- 1 i 0 2 1LOWER LEVEL FLOOR PLAN 11701 A-101 3/16"=1'-0" 0 2 4 8 1 O 1 o Scale:3/16"=1'-0" _ I I I, VED 0 2019 ASPEN J BUILDING DEPARTMENT 7 FLOOR PLAN GENERAL NOTES THUNDERBOWL ARCHITECTS 300 5.SPRING ST.SUITE 201 ALL WALLS WITH SHEAR PLYWOOD SHALL HAVE A COMMONS RUSH PNISH.BURR WALLS OR LONIINA;MOOD TO MAINTAIN TH HOUND RUSH BM. ASPEN,CO 81611 2.ORER STUDS WHERE REQUIRED SO TATPNISH WALL SURFACES WILL RE RUSH (970)710-2938 B BROADS BLOCKING FOR ALL ARMORK,'MEL BARS AND PSSUE HOLDERS,TM <.MONDE WATER RESISTANT OMAR BOARD BEHIND ALL BOMBING RUM UNDER 0 AROUND TUB AND SHOVER ENCLOSURES TO A HEIGHT 0510'MIN ABOVE ME DRAIN INLET,OR APPROVED BACKER BOARD UNDER M. 5.PNISH MATERIALS W0.ALL BATHS,SHOWERS,WALLS AT SHOWER ENCLOSURES SHALL HAVE A SMOOTH,HARD,NOMABSORBAM SURFACE SUCH AS PLESICERAMIC RES, MUTANT CEMENT OR SO APP OVE RDS 26.410.030.C.3 m WIDTH OF LIVING SPACE IS 5'>WIDTH OF "4IP GARAGE 1 Ag TOTAL GARAGE DOOR WIDTH<24' © 4 5 6 7 8 9 0114'-3" / / / 9'-21/2" 23'-6" 8'-51/2' / 18'-11" / Il'-0" 4'-11' 5'-11' / / / 1 02 I 01 1 I MI Im -301 -30 At �� O 2s'-0" / — 26'-71/2' — — — ' T.O.SLAB I101'-0" I I I USGS=7886' o I II 0 - - i i i_i . - - - - i I5L-0�°PE I I 26.410.030.C.4 ■C.� I� I GARAGE HAS TWOC ��m o SEPARATE DOORSnFL47 < I - - III - - I - - - - - - - -I - - - ,,III - - GARAGE I � ,Yi' o� I I I i� 1111-A I I - C p `1 I I 0CS GARAGE , 26.410.030.C.4 sLo orE WIDTH.0 OF LIVING 0 r _ � 1110-B I GARAGE HAS TWO - WIDTH LIVING SPACE IS 5'>WIDTH OF J 1.�./ r I I �' I I I GARAGE 0 W EXTERIO SEPARATE DOORS STAIR o I I I I TOTAL GARAGE DOOR WIDTH<24' >` I� N ti 26.410.030.D.1 \ T ate. °� I I OPEN FRONT PORCH I - < N y OPEN ON TWO SIDES B- / 1 • —A— ,,.. - 1 T.O.SLAB o AREA>50$Q.FT. - EA' TRY �I� CD V GARAG Lt H , I- ---1 STREET FACING I REAR • CH �FENTRY or-rL mil I "ONT PORCH USGS=7886.5' I .I SEE SHEETA-001 FOR PATHWAY II I E O I IC �_ M. MUDROOM DPI I 144 SQ.FT. m UP ,. ONT FOR•I ill IH ' 1109-A I 1110-A O R a' MUD ROOM \ I HmL ���� i�l -!II --M�i— - m 1 N -i r = ' ii. i_-_- . .P MAIN LEVEL A, VEL •TUTREARPATIO FRONT ENT_R H iI USe5=78851 EN ' !I _ N. Q O O1101-A I 26.410.030.D.1 N Z _ CO 1 IT- 1 HALLWAY I 1 I STREET ORIENTED FRONT ENTRY W L Mill T.O.PLY 108-B I MAIN LEVEL CLOSET R MASTER OSET d �.�..� � 0A, q{ I _ CLOSET � DN �- J O 17 - - - - . USGS=7886.5' - - s® HI - —II 107-A I` � ■ — u�sv - - - I 6 0_ L/) LJ A ill �% 0- c1i Q 7 `iy I BEDROOM 3 BEDR00 �� 26.410.030.6.4 L rillMMIEMMIIMMI 1102-B I H IPMASR �� 1102-A •1 IEll PROJECTING ONE STORY ELEMENTIn UP DN BATHROOM BATHROOM _� �sr7l b'DEPTH N Q I � BATHROOM �uc.>, WIDTH>20%OF UNIT'S OVERALL WIDTH MASTER BEDROOM MASTER 104-B % ��� ii "®' : 1A �� 107-B CLOSET �ASTER I O AREA 0 SQ.FT.$ 1106-B I ��ATHROOM �� �� NO LIVING SPACE ABOVE O wanes I iBLLB�. _ _ � . -�� `R'I'il� IREEEEE_ xi !�! a. A•STER BEDROOM _L �!!�•! I 1 H II I - �SII� � � I106-AI 'iI � � I�� h IJI I I O II 1_ III I, _ , ] Ell © I Mirli I I I DATE 07/18/2019 RDS Application 1111... 1 i i 727 CEMETERY LANE • 725 CEMETERY LANE • L ......J L 1 01 A-201 MAIN LEVEL FLOOR PLAN SCALE 3/16'=1•-0" N El) 18022.01 i 0 A MAIN LEVEL FLOOR PLAN EB w 3/16"=1'-0" 2 4 8 `A _ 1 1 o Scale:3/16"=1'-0" A I I U o L LI 7 FLOOR PLAN GENERAL NOTES THUNDERBOWL ARCHITECTS 300 5.SPRING ST.SUITE 201 ALL WALLS MTH SHEAR PLYWOOD SHALL HAVE A CONBNUOIH RUSH RNISH.RIRR WALLS OR COMM;MOOD TO MAINTAIN RR HOMO RUSH FNISH ASPEN,CO 81611 f.OFFSET STUDS WHERE REQUIRED SO TATENISH WALL SURFACES WILL BE RUSH (970)710-2938 B VRONDE BLOCKING FOR ALL ARMOR[,NNE BARS AND PSSUE HOLDERS,DP <.RONDE WATER RESISTANT UMW BOARD BEHIND ALL PLUMBING F%IURFS,UNUR 0 AROUND NB AND SNORER ENCLOSURES TO A HEIGHT OF PM MIN ABOVE ME DRAIN INLET,OR APPROVED BACKER BOARD UNDER PLE. 5.RNISH MATERIALS W0.ALL BATHS,SHOWERS,WALLS AT SHOWER ENCLOSURES SHALL HAVE A SMOOTH,HARD,NONABSORBAM SURFACE SUCH AS PLESICHAMIC TIES, SORMM CEMENT OR H0. APP OVE RDS m O O O O O O O O 10 I14.-3" / 9'-21/2" / 23'-6" / 8'-51/2' / 18'-11" / 11'-0" 4'-17 / 5'-11' / 23'-6" / 8'-10" I 1 I eh' I Amy) Amy) I I Amy) I All TTO. e. AT RO• O �\ I I I r , I 1 A11711117 '41 7 I Pv m - - - 1 - - - - - - - - - -I - _ - —TUT -. I T -I — - - - lri. DN — I I R �1 I I 1 I I I N r i DEC I I I C O J )I z. ' 1 1 1 1 O W STAIR II __ DECK I I I I N MI 1 1LyEVEL � I I LIVING I o FYivooF N V 1 1204-A I R— ! 119'-81/2', . . .. 1� ,� 10'-2 1/2 ONE•STORY STEPDOWN I II 1Luli 'I-I , I , WIDTH>20%OR UNIT'S-I m CD CV 2J 1� �/ N_ - -01 I 0' il'3I ,, ' 18'-8• - -ill*1 - n - - - _ I POWDER -ff—reah i I 1O U U * 304 I � DINING -I __ O O \ - .I �J UPPER LEVI ,POWDER ®c ) • in 1 1—,,—, /;; /Z A., DECK I I I T.O.PLY N Z Am •Iiiii Ai T.O. - I}111'-0• I W LL 111's DN I J �' in UPPER LEVEL 1 _ �� I A� un.rI ::m nz• 111141 UPPER LEVEL a Li l,FLAT ROOF I I III I I O I ii 1 I + I DKITCHEN III ICI _ . -1 I� O1- LI II I I I ! ,.„,.IF--• ■ u - - r 1 1 II RAT „ ®�. 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