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Home My WebLink AboutFile Documents.601 E Hyman Ave.0022.2017 (12).ARBKVICTORIAN SQUARE PENTHOUSE All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by and are the property of David Johnston Architects, PC and developed for use and in conjunction with the specified project. None of the ideas, designs, arrangements or plans shall be used by or disclosed for any purpose whatsoever without the written authorization of David Johnston Architects, PC.2/6/2017 X:\Projects\Aspen\'16 Projects\1613 - Victoria Square Penthouse\DWG\1613-VictoriaSquarePenthouse .pln | 3:17 PM | Monday, February 6, 2017 ARCHITECT: CIVIL ENGINEER: SHEET INDEX PROJECT DIRECTORY OWNER REPRESENTATIVE: PROJECT RESOURCE COMPANY 237 HOLLAND THOMPSON DR. CARBONDALE, CO 81623 970.948.9905 OFFICE CONTACT: DON CARPENTER DON@PROJECTRESOURCECO.COM ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN 234 E HOPKINS AVE ASPEN, CO 81611 303.308.1373 OFFICE 303.308.1375 FAX CONTACT: JOHN ROWLAND, AIA JROWLAND@ROWLANDBROUGHTON.OM BRYAN MAY, AIA BMAY@ROWLANDBROUGHTON.COM CONTRACTOR:GF WOODS CONSTRUCTION 430 E HYMAN AVE ASPEN, CO 81611 970.544.1833 OFFICE CONTACT: GREG WOODS GREG@GFWOODS.COM STRUCTURAL ENGINEER: KL&A, INC. 129 EMMA ROAD UNIT A BASALT, CO 81621 970.927.5174 OFFICE CONTACT:BRETT MCELVAIN, P.E. BMCELVAIN@KLAA.COM REBECCA FAVERTY, P.E. LEED AP RFAVERTY@KLAA.COM SOPRIS ENGINEERING, LLC. 502 MAIN STREET, STE. A3 CARBONDALE, CO 81623 970.704.0311 OFFICE CONTACT: JESSE SWANN, P.E. JSWANN@SOPRISENG.COM VICINITY MAP (N.T.S.) PROJECT SUMMARY AND GENERAL NOTES SUMMARY: PROJECT SCOPE IS THE GROUND-UP CONSTRUCTION OF A DISTINCTIVE AND ICONIC 3-STORY (PLUS BASEMENT) CORE AND SHELL MIXED-USED BUILDING AT THE INTERSECTION HYMAN AVENUE AND HUNTER STREET IN ASPEN, COLORADO. THE BASEMENT IS INTENDED TO BE CONSTRUCTED AS A FULL BASEMENT AT INITIAL BUILD-OUT IN ORDER TO 'FUTURE-PROOF' THE PROPERTY. PROPOSED BASEMENT USES INCLUDE MECHANICAL AND SERVICE AREAS WITH ACCOMDATIONS FOR POSSIBLE OFFICE SPACE. LEVEL ONE IS INTENDED TO CONTAIN HIGH-END RETAIL LEASABLE SPACE (WITH THE POTENTIAL TO SUB-DIVIDE TO AT LEAST TWO TENANTS), A JOINT RESIDENTIAL-COMMERCIAL ELEVATOR LOBBY, AND BACK-OF-HOUSE AND CIRCULATION SPACES. LEVEL TWO CONTAINS HIGH-END OFFICE COMMERCIAL LEASABLE SPACE. BOTH THE LEVEL ONE AND TWO COMMERCIAL SPACES ARE NOT INTENDED FOR FOOD-SERVICE ESTABLISHMENTS. LEVEL THREE IS INTENDED AS AN ULTRA-PREMIUM PENTHOUSE RESIDENCE WITH ROOF TOP DECKS. ALL COMMERCIAL AND RESIDENTIAL-ONLY SPACES ARE BY TENANT AND THEREFORE N.I.C. EXTERIOR MATERIALS AND DETAILING ARE INTENDED TO CONVEY THE HIGH-END NATURE OF THE PROPERTY. VICTORIAN SQUARE MODEL RENDERINGS FOR ILLUSTRATION ONLY SYMBOL LEGENDABBREVIATIONS MATERIAL INDICATIONS DOOR NUMBER WINDOW NUMBER COLUMN GRID ROOM NAME & NUMBER SPOT ELEVATION GLAZING CEILING HEIGHT WALL CONSTRUCTION TYPE KEY BUILDING SECTION EARTH WORK STONE / GRAVEL / POROUS FILL MASONRY FIREBRICK BRICK STONE CONCRETE MASONRY UNIT CAST IN PLACE & PRECAST CONCRETE GROUT / MORTAR SAND GRASS ALUMINUM STEEL PLYWOOD FINISH CARPENTRY BATT / BLANKET / LOOSE FILL INSULATION RIGID INSULATION FIBER BOARD GYPSUM WALL PARTITION KEY REVISION 0 0 XXX X T.O. XXX 99'-0" X'-X" WALL SECTION DETAILS EXTERIOR ELEVATION 1 "West,Wide or Width" H. PT. HORIZ. HC. GR.Grade High Point Handicap(ped) Horizontal YD. W. Yard Unit Paver General Contractor GA. G.C. FT. FTG. F.O.S.Face of Studs Footing Gauge Foot or Feet U.PVR Inch(es) Top of Beam Top of Masonry Top of Plate Top of Parapet C.M.U.Concrete Masonry Unit Fire Extinguisher Cabinet Finished Floor Elevation Face of Concrete FL.Floor F.O.C. F.O.F. FLASH. FND. Flashing Foundation Face of Finish F.E.C. F FIN. F.F.E. F.H. EXT. F.D. EXC. EXST. Flow line Fire Hydrant Finish(ed) Existing Excavate Exterior Floor Drain T.O.PL. T.O.M. T.O.P. T.O.BM. Expansion Joint DTL.Detail ELEV. EMER. ENCL. ELEC. EL. E. (E) e E.J. DWG. Elevation Electrical Elevator Emergency Enclosure Drawing Existing East DIMN(S). DS. DAMP. DEP. CONC. CTR. COL. C/O Dampproofing Depress(ed) Dimension(s) Downspout Column Center Cleanout Concrete Above finished Floor Bottom of Wall C.J. CL CLR C.B. BM. B.O.W. BRG. BLDG. BET. Catch Basin Control Joint Centerline Clear Building Bottom Bearing Between A.D. ARCH. ASPH. ADD'L A.F.F. Area Drain Asphalt Addition(al) Architect(ural) IN. Not To Scale Coefficient National Fire Perforated NoiseRreduction Noise Reduction Opposite Surface Opposite Hand Outside Diameter Not In Contract Polyvinyl Chloride Plastic Laminate Protection Association Quarry Tile Prefinished Refrigerator Precast Concrete Pounds Per Lineal Foot Reinforce (ed) Reflected Ceiling Plan Request For Information Reference/Refer To Reflect (ed) (ive) (or) Radius / Radiant Prefabricated Request For Proposal Revis (e) (ed) (ion) Right Hand (ed) North Nominal Natural N N.R.C. NOM. NAT. N.R. N.T.S. N.I.C. NFPA Opposite Overhead Overall On Center Opening Panel Point Plate Parking Parallel Plaster Perimeter Painted Plywood OPP.S. OPP. OPP.H. O.H. O.A. O.D. O.C. OPNG. PNL. PERF. PKG. PAR. PVC PLAS. P.LAM. PL. PERIM. PTD. PT. PLYWD. PWDR. Return Air Register Required PLF Q.T. PREFIN. PSF PSI PREFAB. REINF. R.C.P. R.F.I. R.A. RAD. RFL. REG. RE: RE: R.F.P. REQ'D. REV. R.H. P.C.CONC. Powder VERT. V.C.T. V.G. WSCT. V.R. VAR. W.W.F. W.P. W.C. V.I.F. West With d W/ WDW. WD. W/O W.W.M. W.PT. first third sixth fifth 1st 2nd 3rd 4th 6th 7th 8th 5th angle centerline penny channel diameter angle plate perpendicular SYMBOLS USED AS Vertical Grain Vertical Vinyl Composition Tile Wainscot Varies / Variable Vapor Retarder Welded Wire Fabric Waterproofing Wood Without Width / Wide Window Water Closet Verify In Field Welded Wire Mesh Working Point ABBREVIATIONS: NUMERICAL SYMBOLS USED AS ABBREVIATIONS: eighth seventh fourth second Intermediate Include (ing) Laminate(d) Laboratory Light Weight Mechanical Inside Diameter Hot Water Heater Manufacture (er) Masonry Opening Master Bedroom Miscellaneous Hour Invert Interior Insulation Joist Joint Kitchen Knock Out INTERM. INSUL. INV. INT. H.W.H. I.D. INCL. HR. JST. JT. K.O. KIT. Label Lintel Light Left Hand Lavatory Live Load Low Point Masonry Manhole Maximum Material Membrane Medium LBL. LTL. LAM. LAB LT.WT. L.H. LT. LAV. L.L. L.PT. M.H. MAS. MFR. MAX. MAT'L. M.O. MEMB. MED. M.BR. MECH. Meter Mullion Mount Modular Moulding Mounted Minimum Millimeter M MISC. MT. MOD. MLDG. MULL. MTD. MIN. MM MTL.Metal Riser Room SCHED. SECT. RM. R.V. R.O. R.S. South Steel S.C. SPKR. SHT. SIM. SPEC. ST. STL. STA. STOR. SQ. STL. STD. SYS. STRUCT. SUSP. SYM. TEL. S.T.C. S.D. T&G THK. THR. TOL. TYP. T.O.J. T.O.C. T.B. T.O.F. T.P.D. T.P.H. T.O.L. T.O.S. T.O.W. T.B.D. T.V. SHTH'G. U.C. UNFIN. U.N.O. U.B.C. Solid Core Speaker Sound Transmission Schedule Sheathing Sheet Section Similar Specification (s) Standard Station Storage Square Stainless Steel System Suspended Symmetrical Structure / Structural Telephone Thick (ness) Threshold Television Tolerance Coefficient Tongue And Groove Typical Unfinished Undercut Top Of Joist Tread Uniform Building Code Top Of Column Top Of Concrete Towel Bar Top Of Footing Radon Vent Rough Opening Rough Sawn Smoke Detector / Storm Drain (site) / Schematic Design Toilet Paper Dispenser Toilet Paper Holder Top Of Ledge Top Of Slab Top Of Wall To Be Determined Otherwise Unless Noted Underwriters Laboratories, Inc. TR. U.L. d Demolition LengthLG. Monitoring WellM.W. Not ApplicableN.A. Overflow DrainOFD. Pounds Per Square Foot Pounds Per Square Inch Property LineP Power PoleP.P. Remove(R) Roof DrainRD Retain(ing)RET. Right Of WayR.O.W. RSR. S South S.F.Square Feet SIM.Similar S.O.G.Slab On Grade Top Of Curb Top Of Steel GWB Gypsum wall board C ž L PL CL 1t 101 ROOM NAME 1 A101 1 A101 X AX.X SIM 1 A101 SIM. 1 A101 SIM. 1 A101 601 E. HYMAN AVENUE ASPEN, CO 81611 PLANNER:STAN CLAUSON ASSOCIATES, INC. 412 NORTH MILL ST ASPEN, CO 81611 970.920.1628 OFFICE CONTACT: STAN CLAUSON, AICP, ASLA STAN@SCAPLANNING.COM PATRICK RAWLEY, AICP, ASLA PATRICK@SCAPLANNING.COM STRUCTURAL S1.00 GENERAL NOTES S1.01 GENERAL NOTES S1.02 GENERAL NOTES & LOAD KEYS S1.20 TYPICAL DETAILS S1.21 TYPICAL DETAILS S1.22 TYPICAL DETAILS S1.23 TYPICAL DETAILS S1.24 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.1 LEVEL ONE FRAMING PLAN S2.2 LEVEL TWO FRAMING PLAN S2.3 LEVEL THREE FRAMING PLAN S2.4 ROOF FRAMING PLAN S3.0 BRACE ELEVATIONS & DETAILS S4.0 DETAILS S4.1 DETAILS S4.2 DETAILS S4.3 DETAILS S4.4 DETAILS S5.0 SCHEDULES ELECTRICAL E0.0 ELECTRICAL COVER SHEET E0.1 ELECTRICAL ONE-LINE DIAGRAM E0.2 ELECTRICAL SCHEDULES E2.0 BASEMENT ELECTRICAL PLAN E2.1 LEVEL ONE ELECTRICAL PLAN E2.2 LEVEL TWO ELECTRICAL PLAN E2.3 LEVEL THREE ELECTRICAL PLAN E2.4 ROOF ELECTRICAL PLAN E3.0 ELECTRICAL DIAGRAMS E3.1 COMMUNICATIONS PATHWAYS AND GROUNDING DIAGRAMS E3.2 COMMUNICATIONS RISER DIAGRAMS E3.3 FIRE ALARM DIAGRAMS E3.4 SECURITY DIAGRAMS PLUMBING P2.0 BASEMENT PIPING PLAN P2.1 LEVEL ONE PIPING PLAN P2.2 LEVEL TWO PIPING PLAN P2.3 LEVEL THREE PIPING PLAN P4.0 PLUMBING DIAGRAMS SURVEY IMPROVEMENT SURVEY PLAT WITH TOPOGRAPHY CIVIL C1.0 COVER & GENERAL NOTES SHEET C2.0 SITE IMPROVEMENTS & HORIZONTAL CONTROL PLAN C2.1 SITE DEMOLITION PLAN C3.0 GRADING & EROSION CONTROL PLAN C3.1 S. HUNTER ST. CROSS SECTIONS & FLOWLINE PROFILE C3.2 E. HYMAN. AVE. CROSS SECTIONS & FLOWLINE PROFILE C4.0 EXISTING & POST DEVELOPMENT DRAINAGE BASIN DELINEATION C4.1 MASTER DRAINAGE PLAN C4.2 STORM DRAINAGE PLAN & PROFILES C5.0 UTILITY PLANS C6.0 SITE DETAILS SHORING BY-1 MICROPILE WALL - COVER BY-2 MICROPILE WALL - LOCATION BY-3 MICROPILE WALL - PROFILE BY-4 MICROPILE WALL - GENERAL NOTES BY-5 MICROPILE WALL - SECTIONS BY-6 MICROPILE WALL - TYPICAL SECTIONS AND DETAILS MECHANICAL M0.0 MECHANICAL COVER SHEET M0.1 MECHANICAL SCHEDULES M0.2 MECHANICAL SCHEDULES M1.1 SITE PLAN M2.0 BASEMENT MECHANICAL PLAN M2.1 LEVEL ONE MECHANICAL PLAN M2.2 LEVEL TWO MECHANICAL PLAN M2.3 LEVEL THREE MECHANICAL PLAN M2.4 ROOF MECHANICAL PLAN M4.0 MECHANICAL DIAGRAMS M4.1 MECHANICAL DIAGRAMS M5.0 MECHANICAL CONTROLS M5.1 MECHANICAL CONTROLS M5.2 MECHANICAL CONTROLS M5.3 MECHANICAL CONTROLS LANDSCAPE ARCHITECT: CONNECT ONE DESIGN 0123 EMMA ROAD, SUITE 200 BASALT, CO 81621 970.279.1030 OFFICE CONTACT: GYLES THORNELY GT@CONNECTONEDESIGN.COM KATIE TABOR KT@CONNECTONEDESIGN.COM MEP ENGINEER: BEAUDIN GANZE CONSULTING ENGINEERS, INC. PO BOX 9650 AVON, CO 81620 970.949.6108 OFFICE CONTACT: MARC SACCONI, P.E. MASACCONI@BGCE.COM JESSICA HALL, P.E. JMHALL@BGCE.COM TIM MCCABE, P.E. TMMCCABE@BGCE.COM LANDSCAPE L2.0 SITE PLAN L2.1 CONCRETE SCORING PLAN L3.0 MATERIALS PLAN L4.0 PLANTING PLAN L4.1 ROOFTOP PLANTING PLAN L7.0 DETAILS L7.1 DETAILS L7.2 DETAILS L7.3 DETAILS PERMIT # 0056.2015.ACBK ACOUSTICAL CONSULTANT: D.L. ADAMS ASSOCIATES 1536 OGDEN STREET DENVER, CO 80218 303.455.1900 OFFICE CONTACT: ED LOGSDON ELOGSDON@DLAA.COM rowland + broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Issues & Revisions: COPYRIGHT 2015 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUTH THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAND DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO:File Path:Plot Date:SCALE: 1 C:\Revit\21503_Vic Square\21503_Vic Square_Bryan_May.rvt4/8/2016 7:29:40 PM 12" = 1'-0" A0.0 21503.00 VICTORIAN SQUARE 601 E. HYMAN AVENUE ASPEN, CO 81611 COVER ARCHITECTURAL A0.0 COVER A0.1a CITY OF ASPEN APPROVALS A0.1b CITY OF ASPEN APPROVALS A0.1c CITY OF ASPEN APPROVALS A0.2 CODE ANALYSIS & OCCUPANCY/EGRESS DIAGRAMS A0.3 FLOOR AREA CALCULATIONS (2011 L.U.C.) A0.3e EXISTING FLOOR AREA CALCULATIONS A0.4 FLOOR AREA CALCULATIONS (NET LEASABLE AND LIVABLE) A0.4e EXISTING NET LEASABLE CALCULATIONS A0.5 FLOOR AREA CALCULATIONS (2009 IBC AREA) A0.6 FLOOR AREA SUMMARY A0.7 GROSS AREA AND FIRE AREA CALCULATIONS A0.8 CREMP SNOWMELT AREA CALCULATIONS A0.9 TYPICAL ACCESSIBILITY DETAILS A0.10 EXISTING BUILDING PHOTOS A0.11 PROJECT RENDERINGS A0.12 PROPOSED MODEL VIEWS A0.13 MATERIALS AND IMAGERY A0.20 GENERAL NOTES A0.30 DEW POINT CALCULATIONS ARCHITECTURAL A1.1 SITE PLAN A2.0 BASEMENT LEVEL FLOOR PLAN A2.1 LEVEL ONE FLOOR PLAN A2.2 LEVEL TWO FLOOR PLAN A2.3 LEVEL THREE FLOOR PLAN A2.4 ROOF PLAN A3.0 BASEMENT RCP A3.1 LEVEL ONE RCP A3.2 LEVEL TWO RCP A3.3 LEVEL THREE RCP A4.1 PROPOSED EXTERIOR ELEVATIONS A4.2 PROPOSED EXTERIOR ELEVATIONS A4.3 PROPOSED EXTERIOR ELEVATIONS A4.4 PROPOSED EXTERIOR ELEVATIONS A5.1 PROPOSED BUILDING SECTIONS A5.2 PROPOSED BUILDING SECTIONS A5.3 PROPOSED BUILDING SECTIONS A5.4 PROPOSED BUILDING SECTIONS A6.1 WALL SECTIONS A6.11 STAIR 1 SHEET A6.12 STAIR 2 SHEET A6.13 EXTERIOR STAIR SHEET A6.21 RAINSCREEN SHEET A7.1 ASSEMBLIES A7.2 ASSEMBLIES A7.3 DETAILS A7.4 DETAILS A7.5 DETAILS A7.10-UL ASSEMBLY RATINGS A7.11-UL ASSEMBLY AND PENETRATION RATINGS A8.1 SCHEDULES A8.7 DOOR AND WINDOW DETAILS A8.8 DOOR AND WINDOW DETAILS NOT TO SCALE 2015.09.15 75% CONSTRUCTION DOCUMENTS 2016.02.03 CONSTRUCTION DOCUMENTS 2016.04.08 CONSTRUCTION DOCUMENTS REV 1 ARCHITECT: CIVIL ENGINEER: SHEET INDEX PROJECT DIRECTORY OWNER REPRESENTATIVE: PROJECT RESOURCE COMPANY 237 HOLLAND THOMPSON DR. CARBONDALE, CO 81623 970.948.9905 OFFICE CONTACT: DON CARPENTER DON@PROJECTRESOURCECO.COM ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN 234 E HOPKINS AVE ASPEN, CO 81611 303.308.1373 OFFICE 303.308.1375 FAX CONTACT: JOHN ROWLAND, AIA JROWLAND@ROWLANDBROUGHTON.OM BRYAN MAY, AIA BMAY@ROWLANDBROUGHTON.COM CONTRACTOR:GF WOODS CONSTRUCTION 430 E HYMAN AVE ASPEN, CO 81611 970.544.1833 OFFICE CONTACT: GREG WOODS GREG@GFWOODS.COM STRUCTURAL ENGINEER: KL&A, INC. 129 EMMA ROAD UNIT A BASALT, CO 81621 970.927.5174 OFFICE CONTACT:BRETT MCELVAIN, P.E. BMCELVAIN@KLAA.COM REBECCA FAVERTY, P.E. LEED AP RFAVERTY@KLAA.COM SOPRIS ENGINEERING, LLC. 502 MAIN STREET, STE. A3 CARBONDALE, CO 81623 970.704.0311 OFFICE CONTACT: JESSE SWANN, P.E. JSWANN@SOPRISENG.COM VICINITY MAP (N.T.S.) PROJECT SUMMARY AND GENERAL NOTES SUMMARY: PROJECT SCOPE IS THE GROUND-UP CONSTRUCTION OF A DISTINCTIVE AND ICONIC 3-STORY (PLUS BASEMENT) CORE AND SHELL MIXED-USED BUILDING AT THE INTERSECTION HYMAN AVENUE AND HUNTER STREET IN ASPEN, COLORADO. THE BASEMENT IS INTENDED TO BE CONSTRUCTED AS A FULL BASEMENT AT INITIAL BUILD-OUT IN ORDER TO 'FUTURE-PROOF' THE PROPERTY. PROPOSED BASEMENT USES INCLUDE MECHANICAL AND SERVICE AREAS WITH ACCOMDATIONS FOR POSSIBLE OFFICE SPACE. LEVEL ONE IS INTENDED TO CONTAIN HIGH-END RETAIL LEASABLE SPACE (WITH THE POTENTIAL TO SUB-DIVIDE TO AT LEAST TWO TENANTS), A JOINT RESIDENTIAL-COMMERCIAL ELEVATOR LOBBY, AND BACK-OF-HOUSE AND CIRCULATION SPACES. LEVEL TWO CONTAINS HIGH-END OFFICE COMMERCIAL LEASABLE SPACE. BOTH THE LEVEL ONE AND TWO COMMERCIAL SPACES ARE NOT INTENDED FOR FOOD-SERVICE ESTABLISHMENTS. LEVEL THREE IS INTENDED AS AN ULTRA-PREMIUM PENTHOUSE RESIDENCE WITH ROOF TOP DECKS. ALL COMMERCIAL AND RESIDENTIAL-ONLY SPACES ARE BY TENANT AND THEREFORE N.I.C. EXTERIOR MATERIALS AND DETAILING ARE INTENDED TO CONVEY THE HIGH-END NATURE OF THE PROPERTY. VICTORIAN SQUARE MODEL RENDERINGS FOR ILLUSTRATION ONLY SYMBOL LEGENDABBREVIATIONS MATERIAL INDICATIONS DOOR NUMBER WINDOW NUMBER COLUMN GRID ROOM NAME & NUMBER SPOT ELEVATION GLAZING CEILING HEIGHT WALL CONSTRUCTION TYPE KEY BUILDING SECTION EARTH WORK STONE / GRAVEL / POROUS FILL MASONRY FIREBRICK BRICK STONE CONCRETE MASONRY UNIT CAST IN PLACE & PRECAST CONCRETE GROUT / MORTAR SAND GRASS ALUMINUM STEEL PLYWOOD FINISH CARPENTRY BATT / BLANKET / LOOSE FILL INSULATION RIGID INSULATION FIBER BOARD GYPSUM WALL PARTITION KEY REVISION 0 0 XXX X T.O. XXX 99'-0" X'-X" WALL SECTION DETAILS EXTERIOR ELEVATION 1 "West,Wide or Width" H. PT. HORIZ. HC. GR.Grade High Point Handicap(ped) Horizontal YD. W. Yard Unit Paver General Contractor GA. G.C. FT. FTG. F.O.S.Face of Studs Footing Gauge Foot or Feet U.PVR Inch(es) Top of Beam Top of Masonry Top of Plate Top of Parapet C.M.U.Concrete Masonry Unit Fire Extinguisher Cabinet Finished Floor Elevation Face of Concrete FL.Floor F.O.C. F.O.F. FLASH. FND. Flashing Foundation Face of Finish F.E.C. F FIN. F.F.E. F.H. EXT. F.D. EXC. EXST. Flow line Fire Hydrant Finish(ed) Existing Excavate Exterior Floor Drain T.O.PL. T.O.M. T.O.P. T.O.BM. Expansion Joint DTL.Detail ELEV. EMER. ENCL. ELEC. EL. E. (E) e E.J. DWG. Elevation Electrical Elevator Emergency Enclosure Drawing Existing East DIMN(S). DS. DAMP. DEP. CONC. CTR. COL. C/O Dampproofing Depress(ed) Dimension(s) Downspout Column Center Cleanout Concrete Above finished Floor Bottom of Wall C.J. CL CLR C.B. BM. B.O.W. BRG. BLDG. BET. Catch Basin Control Joint Centerline Clear Building Bottom Bearing Between A.D. ARCH. ASPH. ADD'L A.F.F. Area Drain Asphalt Addition(al) Architect(ural) IN. Not To Scale Coefficient National Fire Perforated NoiseRreduction Noise Reduction Opposite Surface Opposite Hand Outside Diameter Not In Contract Polyvinyl Chloride Plastic Laminate Protection Association Quarry Tile Prefinished Refrigerator Precast Concrete Pounds Per Lineal Foot Reinforce (ed) Reflected Ceiling Plan Request For Information Reference/Refer To Reflect (ed) (ive) (or) Radius / Radiant Prefabricated Request For Proposal Revis (e) (ed) (ion) Right Hand (ed) North Nominal Natural N N.R.C. NOM. NAT. N.R. N.T.S. N.I.C. NFPA Opposite Overhead Overall On Center Opening Panel Point Plate Parking Parallel Plaster Perimeter Painted Plywood OPP.S. OPP. OPP.H. O.H. O.A. O.D. O.C. OPNG. PNL. PERF. PKG. PAR. PVC PLAS. P.LAM. PL. PERIM. PTD. PT. PLYWD. PWDR. Return Air Register Required PLF Q.T. PREFIN. PSF PSI PREFAB. REINF. R.C.P. R.F.I. R.A. RAD. RFL. REG. RE: RE: R.F.P. REQ'D. REV. R.H. P.C.CONC. Powder VERT. V.C.T. V.G. WSCT. V.R. VAR. W.W.F. W.P. W.C. V.I.F. West With d W/ WDW. WD. W/O W.W.M. W.PT. first third sixth fifth 1st 2nd 3rd 4th 6th 7th 8th 5th angle centerline penny channel diameter angle plate perpendicular SYMBOLS USED AS Vertical Grain Vertical Vinyl Composition Tile Wainscot Varies / Variable Vapor Retarder Welded Wire Fabric Waterproofing Wood Without Width / Wide Window Water Closet Verify In Field Welded Wire Mesh Working Point ABBREVIATIONS: NUMERICAL SYMBOLS USED AS ABBREVIATIONS: eighth seventh fourth second Intermediate Include (ing) Laminate(d) Laboratory Light Weight Mechanical Inside Diameter Hot Water Heater Manufacture (er) Masonry Opening Master Bedroom Miscellaneous Hour Invert Interior Insulation Joist Joint Kitchen Knock Out INTERM. INSUL. INV. INT. H.W.H. I.D. INCL. HR. JST. JT. K.O. KIT. Label Lintel Light Left Hand Lavatory Live Load Low Point Masonry Manhole Maximum Material Membrane Medium LBL. LTL. LAM. LAB LT.WT. L.H. LT. LAV. L.L. L.PT. M.H. MAS. MFR. MAX. MAT'L. M.O. MEMB. MED. M.BR. MECH. Meter Mullion Mount Modular Moulding Mounted Minimum Millimeter M MISC. MT. MOD. MLDG. MULL. MTD. MIN. MM MTL.Metal Riser Room SCHED. SECT. RM. R.V. R.O. R.S. South Steel S.C. SPKR. SHT. SIM. SPEC. ST. STL. STA. STOR. SQ. STL. STD. SYS. STRUCT. SUSP. SYM. TEL. S.T.C. S.D. T&G THK. THR. TOL. TYP. T.O.J. T.O.C. T.B. T.O.F. T.P.D. T.P.H. T.O.L. T.O.S. T.O.W. T.B.D. T.V. SHTH'G. U.C. UNFIN. U.N.O. U.B.C. Solid Core Speaker Sound Transmission Schedule Sheathing Sheet Section Similar Specification (s) Standard Station Storage Square Stainless Steel System Suspended Symmetrical Structure / Structural Telephone Thick (ness) Threshold Television Tolerance Coefficient Tongue And Groove Typical Unfinished Undercut Top Of Joist Tread Uniform Building Code Top Of Column Top Of Concrete Towel Bar Top Of Footing Radon Vent Rough Opening Rough Sawn Smoke Detector / Storm Drain (site) / Schematic Design Toilet Paper Dispenser Toilet Paper Holder Top Of Ledge Top Of Slab Top Of Wall To Be Determined Otherwise Unless Noted Underwriters Laboratories, Inc. TR. U.L. dDemolition LengthLG. Monitoring WellM.W. Not ApplicableN.A. Overflow DrainOFD. Pounds Per Square Foot Pounds Per Square Inch Property LineP Power PoleP.P. Remove(R) Roof DrainRD Retain(ing)RET. Right Of WayR.O.W. RSR. SSouth S.F.Square Feet SIM.Similar S.O.G.Slab On Grade Top Of Curb Top Of Steel GWBGypsum wall board C ž L PL CL 1t 101 ROOM NAME 1 A101 1 A101 X AX.X SIM 1 A101 SIM. 1 A101 SIM. 1 A101 601 E. HYMAN AVENUE ASPEN, CO 81611 PLANNER:STAN CLAUSON ASSOCIATES, INC. 412 NORTH MILL ST ASPEN, CO 81611 970.920.1628 OFFICE CONTACT: STAN CLAUSON, AICP, ASLA STAN@SCAPLANNING.COM PATRICK RAWLEY, AICP, ASLA PATRICK@SCAPLANNING.COM STRUCTURAL S1.00 GENERAL NOTES S1.01 GENERAL NOTES S1.02 GENERAL NOTES & LOAD KEYS S1.20 TYPICAL DETAILS S1.21 TYPICAL DETAILS S1.22 TYPICAL DETAILS S1.23 TYPICAL DETAILS S1.24 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.1 LEVEL ONE FRAMING PLAN S2.2 LEVEL TWO FRAMING PLAN S2.3 LEVEL THREE FRAMING PLAN S2.4 ROOF FRAMING PLAN S3.0 BRACE ELEVATIONS & DETAILS S4.0 DETAILS S4.1 DETAILS S4.2 DETAILS S4.3 DETAILS S4.4 DETAILS S5.0 SCHEDULES ELECTRICAL E0.0 ELECTRICAL COVER SHEET E0.1 ELECTRICAL ONE-LINE DIAGRAM E0.2 ELECTRICAL SCHEDULES E2.0 BASEMENT ELECTRICAL PLAN E2.1 LEVEL ONE ELECTRICAL PLAN E2.2 LEVEL TWO ELECTRICAL PLAN E2.3 LEVEL THREE ELECTRICAL PLAN E2.4 ROOF ELECTRICAL PLAN E3.0 ELECTRICAL DIAGRAMS E3.1 COMMUNICATIONS PATHWAYS AND GROUNDING DIAGRAMS E3.2 COMMUNICATIONS RISER DIAGRAMS E3.3 FIRE ALARM DIAGRAMS E3.4 SECURITY DIAGRAMS PLUMBING P2.0 BASEMENT PIPING PLAN P2.1 LEVEL ONE PIPING PLAN P2.2 LEVEL TWO PIPING PLAN P2.3 LEVEL THREE PIPING PLAN P4.0 PLUMBING DIAGRAMS SURVEY IMPROVEMENT SURVEY PLAT WITH TOPOGRAPHY CIVIL C1.0 COVER & GENERAL NOTES SHEET C2.0 SITE IMPROVEMENTS & HORIZONTAL CONTROL PLAN C2.1 SITE DEMOLITION PLAN C3.0 GRADING & EROSION CONTROL PLAN C3.1 S. HUNTER ST. CROSS SECTIONS & FLOWLINE PROFILE C3.2 E. HYMAN. AVE. CROSS SECTIONS & FLOWLINE PROFILE C4.0 EXISTING & POST DEVELOPMENT DRAINAGE BASIN DELINEATION C4.1 MASTER DRAINAGE PLAN C4.2 STORM DRAINAGE PLAN & PROFILES C5.0 UTILITY PLANS C6.0 SITE DETAILS SHORING BY-1 MICROPILE WALL - COVER BY-2 MICROPILE WALL - LOCATION BY-3 MICROPILE WALL - PROFILE BY-4 MICROPILE WALL - GENERAL NOTES BY-5 MICROPILE WALL - SECTIONS BY-6 MICROPILE WALL - TYPICAL SECTIONS AND DETAILS MECHANICAL M0.0 MECHANICAL COVER SHEET M0.1 MECHANICAL SCHEDULES M0.2 MECHANICAL SCHEDULES M1.1 SITE PLAN M2.0 BASEMENT MECHANICAL PLAN M2.1 LEVEL ONE MECHANICAL PLAN M2.2 LEVEL TWO MECHANICAL PLAN M2.3 LEVEL THREE MECHANICAL PLAN M2.4 ROOF MECHANICAL PLAN M4.0 MECHANICAL DIAGRAMS M4.1 MECHANICAL DIAGRAMS M5.0 MECHANICAL CONTROLS M5.1 MECHANICAL CONTROLS M5.2 MECHANICAL CONTROLS M5.3 MECHANICAL CONTROLS LANDSCAPE ARCHITECT: CONNECT ONE DESIGN 0123 EMMA ROAD, SUITE 200 BASALT, CO 81621 970.279.1030 OFFICE CONTACT: GYLES THORNELY GT@CONNECTONEDESIGN.COM KATIE TABOR KT@CONNECTONEDESIGN.COM MEP ENGINEER: BEAUDIN GANZE CONSULTING ENGINEERS, INC. PO BOX 9650 AVON, CO 81620 970.949.6108 OFFICE CONTACT: MARC SACCONI, P.E. MASACCONI@BGCE.COM JESSICA HALL, P.E. JMHALL@BGCE.COM TIM MCCABE, P.E. TMMCCABE@BGCE.COM LANDSCAPE L2.0 SITE PLAN L2.1 CONCRETE SCORING PLAN L3.0 MATERIALS PLAN L4.0 PLANTING PLAN L4.1 ROOFTOP PLANTING PLAN L7.0 DETAILS L7.1 DETAILS L7.2 DETAILS L7.3 DETAILS PERMIT # 0056.2015.ACBK ACOUSTICAL CONSULTANT: D.L. ADAMS ASSOCIATES 1536 OGDEN STREET DENVER, CO 80218 303.455.1900 OFFICE CONTACT: ED LOGSDON ELOGSDON@DLAA.COM rowland + broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f 1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f Issues & Revisions: COPYRIGHT 2015 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUTH THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAND DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SHEET TITLE: PROJECT NO:File Path:Plot Date:SCALE: 1 C:\Revit\21503_Vic Square\21503_Vic Square_Bryan_May.rvt4/8/2016 7:29:40 PM 12" = 1'-0" A0.0 21503.00 VICTORIAN SQUARE 601 E. HYMAN AVENUE ASPEN, CO 81611 COVER ARCHITECTURAL A0.0 COVER A0.1a CITY OF ASPEN APPROVALS A0.1b CITY OF ASPEN APPROVALS A0.1c CITY OF ASPEN APPROVALS A0.2 CODE ANALYSIS & OCCUPANCY/EGRESS DIAGRAMS A0.3 FLOOR AREA CALCULATIONS (2011 L.U.C.) A0.3e EXISTING FLOOR AREA CALCULATIONS A0.4 FLOOR AREA CALCULATIONS (NET LEASABLE AND LIVABLE) A0.4e EXISTING NET LEASABLE CALCULATIONS A0.5 FLOOR AREA CALCULATIONS (2009 IBC AREA) A0.6 FLOOR AREA SUMMARY A0.7 GROSS AREA AND FIRE AREA CALCULATIONS A0.8 CREMP SNOWMELT AREA CALCULATIONS A0.9 TYPICAL ACCESSIBILITY DETAILS A0.10 EXISTING BUILDING PHOTOS A0.11 PROJECT RENDERINGS A0.12 PROPOSED MODEL VIEWS A0.13 MATERIALS AND IMAGERY A0.20 GENERAL NOTES A0.30 DEW POINT CALCULATIONS ARCHITECTURAL A1.1 SITE PLAN A2.0 BASEMENT LEVEL FLOOR PLAN A2.1 LEVEL ONE FLOOR PLAN A2.2 LEVEL TWO FLOOR PLAN A2.3 LEVEL THREE FLOOR PLAN A2.4 ROOF PLAN A3.0 BASEMENT RCP A3.1 LEVEL ONE RCP A3.2 LEVEL TWO RCP A3.3 LEVEL THREE RCP A4.1 PROPOSED EXTERIOR ELEVATIONS A4.2 PROPOSED EXTERIOR ELEVATIONS A4.3 PROPOSED EXTERIOR ELEVATIONS A4.4 PROPOSED EXTERIOR ELEVATIONS A5.1 PROPOSED BUILDING SECTIONS A5.2 PROPOSED BUILDING SECTIONS A5.3 PROPOSED BUILDING SECTIONS A5.4 PROPOSED BUILDING SECTIONS A6.1 WALL SECTIONS A6.11 STAIR 1 SHEET A6.12 STAIR 2 SHEET A6.13 EXTERIOR STAIR SHEET A6.21 RAINSCREEN SHEET A7.1 ASSEMBLIES A7.2 ASSEMBLIES A7.3 DETAILS A7.4 DETAILS A7.5 DETAILS A7.10-UL ASSEMBLY RATINGS A7.11-UL ASSEMBLY AND PENETRATION RATINGS A8.1 SCHEDULES A8.7 DOOR AND WINDOW DETAILS A8.8 DOOR AND WINDOW DETAILS NOT TO SCALE 2015.09.15 75% CONSTRUCTION DOCUMENTS 2016.02.03 CONSTRUCTION DOCUMENTS 2016.04.08 CONSTRUCTION DOCUMENTS REV 1 PENTHOUSE UNIT PENTHOUSE UNIT UNIT/BUILDING RELATIONSHIP Received 4/25/2017 2:45:26 PM