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Home My WebLink AboutFile Documents.427 Rio Grande Pl.0016.2019 (68).ACBKCHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. 3/ 4 / 2 0 1 9 1 : 5 0 : 0 6 P M ASPEN CITY OFFICES CVR AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 425 RIO GRANDE PLACE ASPEN, CO PERMIT 03/05/19 03/16/2019 03/16/2019 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 1 3 P M A0.0a 1632 APPROVALS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1 2 3 4 5 6 ISSUE: DATE: PERMIT 02/07/18 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 1 3 P M A0.0b 1632 APPROVALS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O ISSUE: DATE: PERMIT 02/07/18 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 1 3 P M A0.0c 1632 APPROVALS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O ISSUE: DATE: PERMIT 02/07/18 03/16/2019 ARCHITECTURAL SYMBOLS SYMBOL LEGEND SPOT ELEVATION NEW CONTOUR EXISTING CONTOUR CENTER LINE HIDDEN LINE SETBACK LINE BREAK LINE PROPERTY LINE DETAIL NUMBER SHEET NUMBER SHEET NUMBER SHEET NUMBER BUILDING SECTION WALL SECTION ROOM NAME ROOM NUMBER REVISIONS KEYNOTE SHEET NUMBER SHEET NUMBER CAST BATTCOMPACTED FILL POROUS FILL UNDISTURBED SOILS CONCRETE BLOCK BRICK STONE GLASS BLOCK STEEL RIGID FINISH WD. FRAMING WD. BLOCKING GLU-LAM PLYWOOD PLAN & SECTION MATERIAL INDICATIONS VICINITY MAP GENERAL NOTES EARTH ROCK CONCRETE MASONRY METAL INSULATION WOOD MATCH LINE PROJECT NORTH TRUE NORTH GROUT, LIGHTWEIGHT CONCRETE ARCHITECTURAL ABBREVIATIONS ZONING & BUILDING CODE INFORMATION PROJECT DIRECTORY ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE. UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. THE CONTRACTOR SHALL PROVIDE COMPLETE BUILDING SYSTEMS AND COMPONENTS IN COMPLIANCE WITH MANUFACTURERS' REQUIREMENTS AND RECOMMENDATIONS. ALL SEQUENCING, INTERFACE AND COORDINATION WITH OTHER BUILDING TRADES SHALL BE AS REQUIRED FOR COMPLETE, PROPERLY INSTALLED AND OPERATING SYSTEMS AND/OR BUILDING COMPONENTS, AND SHALL MEET OR EXCEED QUALITY LEVELS OF COMMONLY ACCEPTED CONSTRUCTION PRACTICE AND INDUSTRY STANDARDS. CONTACT ARCHITECT WITH ANY QUESTIONS PRIOR TO STARTING WORK. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB-CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER OPERATION. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ECT. VERIFY TYPE REQUIRED WITH ARCHITECT PRIOR TO INSTALLATION. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS/HER WORK THAT MAYBE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY OTHER PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, A.C. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQUIRED. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. AFF BM BS. B.O . ACCOUS ADJ ALT ALUM APPD APPROX ARCH ASAP BRG BET BLK BSMT BTU BLDG CAB CLG CER CLR ABOVE FINISHED FLOOR ADJACENT ALTERNATE ALUMINUM APPROXIMATE APPROVED BEAM BEARING BETWEEN BLOCK BASEMENT BRITISH THERMAL UNIT(S) BOARDBD BOTH SIDES BOTTOM OF BUILDING CABINET CENTER LINE CEILING CERAMIC CLEAR CJ CF DP DW DN DR EA. EW CLO CLOSET D W COL CONC CONT COORD CTR DEPT DTL DIA, DIM DWG ELECT CLOTHES DRYER CLOTHES WASHER COLUMN CONCRETE CONSTRUCTION JOINT CONTINUOUS COORDINATE COUNTER CUBIC FEET DAMPROOFING DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DRAIN DRAWING EACH EACH WAY ELECTRICAL EL EQ F.O. FP FD FT GA GC GL GRD . HD HP HT ID JT ENGR EXG EXP. EXT. FIN FIXT FTG FDN FURN GAL GALV GYP. GWB HDW HVAC HORIZ HWH INCL INFO INSUL ELEVATION ENGINEER EQUAL EXISTING EXPOSED EXTERIOR FACE OF FINISH FIREPROOF FIREPLACEFPL FIXTURE FLOOR FLOOR DRAIN FOOT, FEET FOOTING FOUNDATION FURNISH GALLON GAUGE GALVINIZED GENERAL CONTRACTOR GLASS, GLAZED GRADE GYPSUM GYPSUM WALLBOARD HARDWARE HEAD HORIZONTAL HORSE POWER HOT WATER HEATER HEIGHT INCLUDE (D) (ING) INFORMATION INSIDE DIAMETER INSULATION JOINT INT INTERIOR HEATING, VENTING, AND AIR CONDITIONING LT MO NA OD d QT R RD RM JCT KWH LAV MFR MATL MTL MAX MECH MED JUNCTION KILOWATT HOUR LAVATORY LIGHT MANUFACTURER MATERIAL MASONRY OPENING METAL MAXIMUM MECHANICAL MEDIC (INE) (AL) MIN MISC NOM NIC NTS OPG OC OPP ORN PTN PERF PERFORATE(D) PENNY (NAILS, ECT.) MINIMUM MISCELLANEOUS NOMINAL NOT IN CONTRACT NOT APPLICABLE NOT TO SCALE ON CENTER OPENING OPPOSITE ORNAMENTAL OUTSIDE DIAMETER PARTITION PLT . PLY QTY PLATE PLYWOOD QUARRY TILE QUANTITY RADIUS ROOF DRAIN ROOM RS ROUGH SAWN RW R RO SQ SS TV TO T UG RCB REF. REFR REINF REBAR REQD SHT SHLV SVF SIM STC SPEC SF RESILIENT COVE BASE RETAINING WALL REFER/REFERENCE REFRIGERATOR REINFORCE ( D) REINFORCING BAR (S) REQUIRED RISER ROUGH OPENING SHEET SHEET VINYL FLOORING SHELV (ES) (ING) SIMILAR SOUND-TRANSMISSION CLASS SPECIFICATION SQUARE SQUARE FEET STD STRUCT SUB SUPPL S4S SUSP TEL TEMP T&G T&B TYP TYPICAL STANDARD STRUCTURAL SUBSTITUTE SUPPLEMENT SURFACED FOUR SIDES SUSPEND(ED) TELEPHONE TELEVISION TOP AND BOTTOM TONGUE AND GROOVE TOP OF TREAD V WH WC WP WT W/ WD UNGL UNFIN VIF VERT VCT WWF WDW W/O UNGLAZED UNFINISHED VERIFY IN FIELD VERTICAL VOLT WATER HEATER WATER CLOSET WATERPROOF WEIGHT WELDED WIRE FABRIC WINDOW WITH WITHOUT WOOD ACOUSTICAL ARCHITECT (URAL) BFF BELOW FINISHED FLOOR CL, DISHWASHER LAM LAMINATE (D) OPH OPPOSITE HAND STL STEEL TEMPERED AS SOON AS POSSIBLE FLR STAINLESS STEEL VINYL COMPOSITION TILE U.N.O.UNLESS NOTED OTHERWISE UNDERGROUND ARCHITECT STRUCTURAL ENGINEER MEPFP ENGINEER LANDSCAPE ARCHITECT SEE SHEET A0.3 DIMENSIONS: A. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRAWINGS. B. ALL DIMENSIONS ARE TO FACE OF STUD or FACE OF CONCRETE U.N.O. C. ALL EXTERIOR STUDS TO BE 2x6 U.N.O. ALL INTERIOR STUDS TO BE 2x4 U.N.O. INTERIOR ELEVATION WINDOW NUMBER CHARLES CUNNIFFE ARCH. 610 E. HYMAN AVE. ASPEN, COLORADO 81611 TELE: (970) 925-5590 FAX: (970) 920-4557 PROVIDE FIRE SPRINKLER PROTECTION THROUGHOUT THE BUILDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING THE DRAWINGS AND OBTAINING THE PERMITS FOR THE FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEMS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING or SAMPLE SUBMISSION SHALL COMMENCE UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS AND SAMPLES. SHOP DRAWINGS AND PRODUCT SUBMITTALS ARE REQUIRED FOR ALL SHOP FABRICATED WORK AS WELL AS SPECIFIED PRODUCTS. THIS WORK INCLUDES, BUT NOT BE LIMITED TO, STRUCTURAL AND DECORATIVE STEEL, WINDOWS and DOORS, BUILT-IN CABINETRY, HARDWARE, PLUMBING and ELECTRICAL FIXTURES, APPLIANCES AND EXTERIOR & INTERIOR FINISH MATERIALS. EXTERIOR ELEVATION TOP OF PLATE TOP OF FLOOR ELEVATION A8.1 2 A8.1 A B C PNTN CITY OFFICES EL.=98.2 EL.= T.O. PLATE 110'-0" EL.= T.O. PLY. 100'-0" NORTH ??? 234 A 3C CL / SEE SHEET 1 A2.1 SURVEYOR D IBC INTERNATIONAL BUILDING CODE IRC INTERNATIONAL RESIDENTIAL CODE KITCHEN 107 SPRAYED FOAM PROJECT INFORMATION LOCATION: 425 RIO GRANDE PLACE, ASPEN CO LEGAL DESCRIPTION: SEE SURVEY PROJECT DESCRIPTION: A NEW 3 STORY OFFICE AND PEDESTRIAN PLAZA ADDITION TO THE EXISTING RIO GRANDE PARKING GARAGE AND PITKIN COUNTY LIBARARY. CONNECTIONS WILL BE PROVIDED TO THE PARKING GARAGE AND ADJACENT RIO GRANDE BUILDING. LANDSCAPE SCOPE TO INCLUDE IMPROVEMENTS ALONG RIO GRANDE PLACE AND A PORTION OF THE EXISTING CIVIC PLAZA OVER THE PARKING GARAGE. CIVIL ENGINEER ROOM NUMBERROOM NUMBER DOOR LETTER CONSTRUCTION ASSEMBLY SHEET NUMBER KL& A, INC 215 N 12TH STREET, UNIT E CARBONDALE, COLORADO 81623 TELE: (970) 927-5174 FAX: (970) 927-5194 ROARING FORK ENGINEERING 592 HIGHWAY 133 CARBONDALE, COLORADO 81623 TELE: (970) 340-4130 FAX: (866) 876-5873 MKK CONSULTING ENGINEERS, INC 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, COLORADO 80111 TELE: (303) 796-6000 FAX: (303) 796-6099 DESIGN WORKSHOP 120 MAIN STREET ASPEN, COLORADO 81611 TELE: (970) 925-8354 PEAK SURVEYING, INC 110 E 3RD STREET RIFLE, COLORADO 81650 TELE: (970) 625-1954 FAX: (970) 579-7150 PERMIT NOTES ELEV.: 100'-0" = (+) 7885' TYPICAL INTERIOR STAIR CONSTRUCTION TO BE NON-COMBUSTIBLE CONSTRUCTION WITH SOLID RISERS AND TREADS. ALL HANDRAILS AT STAIRS TO BE 3'-0" ABOVE THE TREAD NOSING AND SHALL RETURN TO WALLS. ALL GUARDRAILS AT STAIRS TO BE 3'-6" ABOVE TREAD NOSING. 1. 2. FIREBLOCKING: ALL PENETRATIONS THROUGH FIRE RATED ASSEBLIES SHALL BE FIRESTOPPED IN ACCORDANCE WITH APPLICABLE CODES. 3. VERTICAL SHAFTS: ALL RATED VERTICAL SHAFTS SHALL BE CONTINUOUS FROM TOP OF FLOOR/CEILING ASSEMBLY TO BELOW TO UNDERSIDE OF THE ROOF SLAB WITH ONLY LABELED PROTECTIVE ASSEMBLIES IN OPENINGS. 4. VERTICAL SHAFTS: ALL RATED VERTICAL SHAFTS SHALL BE CONTINUOUS FROM TOP OF FLOOR/CEILING ASSEMBLY TO BELOW TO UNDERSIDE OF THE ROOF SLAB WITH ONLY LABELED PROTECTIVE ASSEMBLIES IN OPENINGS. 5. PLACKARDS INDICATING LIVE LOAD LIMITATIONS TO BE POSTED IN ALL STORAGE ROOMS AND AREAS. 6. HANDRAILS AND GUARDS TO BE DESIGNED TO RESIST A LINEAR LOAD OF 50 PLF AND A CONCENTRATED LOAD OF 200 POUNDS. 7. GC TO PROVIDE DESIGN/BUILD PASSIVE RADON CONTROL SYSTEM. 8. CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 1 5 P M A0.1 1632 GEN. INFORMATION AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 1 7 P M A0.2a 1632 SHEET INDEX AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O Sheet Number Sheet Name 50% DD 100% DD PERMIT COVER SHEET CVR 10-30-17 12-12-17 03-05-19 SURV 1 IMPROVEMENT SURVEY 03-05-19 SURV 2 HISTORIC CONTOUR EXHIBIT 03-05-19 SURV 3 RECORDED PLAT 1 OF 2 03-05-19 SURV 4 RECORDED PLAT 2 OF 2 03-05-19 ARCHITECTURE A0.0a APPROVALS 02-07-18 A0.0b APPROVALS 02-07-18 A0.0c APPROVALS 02-07-18 A0.1 GEN. INFORMATION 10-30-17 12-12-17 02-07-18 A0.2a SHEET INDEX 10-30-17 12-12-17 03-05-19 A0.2b SHEET INDEX 10-30-17 12-12-17 03-05-19 A0.2c SHEET INDEX 03-05-19 A0.3 CODE ANALYSIS 10-30-17 12-12-17 03-05-19 A0.4 LIFESAFETY PLANS 10-30-17 02-07-18 A0.5 LIFESAFETY SECTIONS 02-07-18 A0.6 2HR RATED STRUCTURE 02-07-18 A0.7 GRADE PLANE CALCS 02-07-18 A0.8 PROJECT SF CALCULATIONS 02-07-18 A0.9 GROSS BUILDING AREAS 02-07-18 A0.20 ACCESSIBILITY DETAILS 02-07-18 CIVIL C0 COVER SHEET 10-30-17 12-12-17 02-07-18 C1 NOTES AND LEGEND 10-30-17 12-12-17 02-07-18 C2 EXISTING CONDITIONS 10-30-17 12-12-17 02-07-18 C3 DEMOLITION PLAN 10-30-17 12-12-17 02-07-18 C4 GEOMETRY PLAN 10-30-17 12-12-17 02-07-18 C5 CITY HALL SHEET INDEX 10-30-17 12-12-17 02-07-18 C6 PARKING LOT P&P 1 10-30-17 12-12-17 02-07-18 C7 PARKING LOT P&P 2 10-30-17 12-12-17 02-07-18 C8 PARKING LOT P&P 3 10-30-17 12-12-17 02-07-18 C9 PARKING LOT P&P 4 10-30-17 12-12-17 02-07-18 C10 MILL STREET SIDEWALK P&P 10-30-17 12-12-17 02-07-18 C11 CONCRETE JOINT PLAN 12-12-17 02-07-18 C12 GALENA PLAZA 1 12-12-17 02-07-18 C13 GALENA PLAZA 2 12-12-17 02-07-18 C14 GALENA PLAZA 3 12-12-17 02-07-18 C15 GALENA PLAZA 4 12-12-17 02-07-18 C16 GALENA PLAZA SUB SURFACE DRAINAGE 12-12-17 02-07-18 C17 DRAINAGE BASINS 12-12-17 02-07-18 C18 PARKING LOT DRAINAGE 12-12-17 02-07-18 C19 CITY HALL SIDEWALK DRAINAGE 12-12-17 02-07-18 C20 RIO GRANDE BUILDING DRAINAGE 12-12-17 02-07-18 C21 UTILITY PLAN 12-12-17 02-07-18 C22 EROSION CONTROL PLAN 12-12-17 02-07-18 C23 PROJECT DETAILS 12-12-17 02-07-18 C24 UTILITY DETAILS 12-12-17 02-07-18 LANDSCAPE L0-01A STREET LEVEL HARDSCAPE REFERNCE PLAN 10-30-17 12-12-17 02-07-18 L0-01B PLAZA LEVEL HARDSCAPE REFERENCE PLAN 10-30-17 12-12-17 02-07-18 L0-02A STREET LEVEL SOFSCAPE REFERENCE PLAN 10-30-17 12-12-17 02-07-18 L0-02B PLAZA LEVEL SOFTSCAPE REFERENCE PLAN 10-30-17 12-12-17 02-07-18 L0-03 KEY PLAN 10-30-17 12-12-17 02-07-18 L0-04 GENERAL INFORMATION 10-30-17 12-12-17 02-07-18 L0-05A STREET LEVEL HARDSCAPE REFERNCE PLAN 02-07-18 L0-05B PLAZA LEVEL SNOWMELT REFERENCE PLAN 02-07-18 L1-01 TREE PROTECTION/ REMOVAL PLAN 10-30-17 12-12-17 02-07-18 L3A-01 SITE MATERIALS PLAN 10-30-17 12-12-17 02-07-18 L3A-02 SITE MATERIALS PLAN 10-30-17 12-12-17 02-07-18 L3B-01 SITE MATERIALS PLAN 10-30-17 12-12-17 02-07-18 L3B-02 SITE MATERIALS PLAN 10-30-17 12-12-17 02-07-18 L4A-01 SITE LAYOUT PLAN 02-07-18 L4A-02 SITE LAYOUT PLAN 02-07-18 L4B-01 SITE LAYOUT PLAN 02-07-18 L4B-02 SITE LAYOUT PLAN 02-07-18 L6-01 LIGHTING PLAN 10-30-17 12-12-17 02-07-18 L7-01 SITE DETAILS 10-30-17 12-12-17 02-07-18 L7-02 SITE DETAILS 10-30-17 12-12-17 02-07-18 L7-03 SITE DETAILS 10-30-17 12-12-17 02-07-18 L7-04 SITE DETAILS 12-12-17 02-07-18 L7-05 SITE DETAILS 12-12-17 02-07-18 L7-06 SITE DETAILS 12-12-17 02-07-18 L7-07 SITE DETAILS 12-12-17 02-07-18 L7-08 SITE DETAILS 12-12-17 02-07-18 L7-09 SITE DETAILS 12-12-17 02-07-18 L7-10 SITE DETAILS 02-07-18 L7-11 SITE DETAILS 02-07-18 L7-12 SITE DETAILS 02-07-18 L7-13 SITE DETAILS 02-07-18 L8A-01 PLANTING PLAN 10-30-17 12-12-17 02-07-18 L8A-02 PLANTING PLAN 10-30-17 12-12-17 02-07-18 L8B-01 PLANTING PLAN 10-30-17 12-12-17 02-07-18 L8B-02 PLANTING PLAN 10-30-17 12-12-17 02-07-18 L9A-01 SOIL PLAN 02-07-18 L9A-02 SOIL PLAN 02-07-18 L9B-01 SOIL PLAN 02-07-18 L9B-02 SOIL PLAN 02-07-18 L10-01 PLANT DETAILS 12-12-17 02-07-18 L10-02 PLANT DETAILS 12-12-17 02-07-18 ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 PERMIT 03/05/19 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 1 8 P M A0.2b 1632 SHEET INDEX AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O Sheet Number Sheet Name 50% DD 100% DD PERMIT ARCHITECTURE A1.1 ARCHITECTURAL SITE PLAN 10-30-17 12-12-17 02-07-18 A1.2 INTERPOLATED ARCHITECTURAL SITE PLAN 10-30-17 12-12-17 03-05-19 A2.1 LOWER LEVEL - REFERENCE FLOOR PLAN 10-30-17 12-12-17 02-07-18 A2.2 MAIN LEVEL - REFERENCE FLOOR PLAN 10-30-17 12-12-17 02-07-18 A2.3 MIDDLE LEVEL - REFERENCE FLOOR PLAN 10-30-17 12-12-17 02-07-18 A2.4 UPPER LEVEL - REFERENCE FLOOR PLAN 10-30-17 12-12-17 02-07-18 A2.5 ROOF - REFERENCE FLOOR PLAN 10-30-17 12-12-17 02-07-18 A2.6 LOWER LEVEL PARTIAL FLOOR PLAN 10-30-17 12-12-17 02-07-18 A2.7 MAIN LEVEL PARTIAL FLOOR PLAN - AREA A 10-30-17 12-12-17 02-07-18 A2.8 MAIN LEVEL PARTIAL FLOOR PLAN - AREA B 10-30-17 12-12-17 02-07-18 A2.9 MAIN LEVEL PARTIAL FLOOR PLAN - AREA C 10-30-17 12-12-17 02-07-18 A2.10 MIDDLE LEVEL PARTIAL FLOOR PLAN - AREA A 10-30-17 12-12-17 02-07-18 A2.11 MIDDLE LEVEL PARTIAL FLOOR PLAN - AREA B 10-30-17 12-12-17 03-05-19 A2.12 MIDDLE LEVEL PARTIAL FLOOR PLAN - AREA C 10-30-17 12-12-17 03-05-19 A2.13 UPPER LEVEL PARTIAL FLOOR PLAN - AREA A 10-30-17 12-12-17 02-07-18 A2.14 UPPER LEVEL PARTIAL FLOOR PLAN - AREA B 10-30-17 12-12-17 02-07-18 A2.15 UPPER LEVEL PARTIAL FLOOR PLAN - AREA C 10-30-17 12-12-17 02-07-18 A2.16 ROOF PARTIAL PLAN - AREA A 12-12-17 02-07-18 A2.17 ROOF PARTIAL PLAN - AREA B 12-12-17 02-07-18 A3.1 EXTERIOR ELEVATIONS 10-30-17 12-12-17 03-05-19 A3.2 EXTERIOR ELEVATIONS 10-30-17 12-12-17 03-05-19 A3.3 EXTERIOR ELEVATIONS 10-30-17 12-12-17 02-07-18 A3.4 EXTERIOR ELEVATIONS 02-07-18 A4.1 BUILDING SECTIONS 10-30-17 12-12-17 02-07-18 A5.1 WALL SECTIONS 10-30-17 12-12-17 02-07-18 A5.2 WALL SECTIONS 10-30-17 12-12-17 02-07-18 A5.3 WALL SECTIONS 10-30-17 12-12-17 02-07-18 A5.4 WALL SECTIONS 10-30-17 12-12-17 02-07-18 A5.5 WALL SECTIONS 10-30-17 12-12-17 02-07-18 A5.6 WALL SECTIONS 10-30-17 12-12-17 02-07-18 A6.1 ENLARGED CORE PLANS 10-30-17 12-12-17 02-07-18 A6.2 ENLARGED STAIR PLANS 10-30-17 12-12-17 03-05-19 A6.3 ENLARGED PLAZA ELEVATOR PLANS & ELEVATIONS 10-30-17 12-12-17 02-07-18 A6.4 ELEVATOR SECTIONS & DETAILS 10-30-17 12-12-17 02-07-18 A6.5 STAIR SECTIONS AND DETAILS 10-30-17 12-12-17 03-05-19 A6.6 STAIR SECTIONS AND DETAILS 10-30-17 12-12-17 02-07-18 A6.10 ENLARGED PLANS & ELEVATIONS 10-30-17 12-12-17 02-07-18 A7.1 LOWER LEVEL REFLECTED CEILING PLAN 02-07-18 A7.2 MAIN LEVEL REFLECTED CEILING PLAN 10-30-17 12-12-17 02-07-18 A7.3 MIDDLE LEVEL REFLECTED CEILING PLAN 10-30-17 12-12-17 02-07-18 A7.4 UPPER LEVEL REFLECTED CEILING PLAN 10-30-17 12-12-17 02-07-18 A8.1 SIGNAGE SCHEDULE, SIGN TYPES & DETAILS 02-07-18 A9.0a UL DESIGNS 02-07-18 A9.0b UL DESIGNS 02-07-18 A9.0c UL DESIGNS 02-07-18 A9.0d UL DESIGNS 02-07-18 A9.0e UL DESIGNS 02-07-18 A9.1 ROOF, WALL, AND FLOOR ASSEMBLIES 10-30-17 12-12-17 02-07-18 A9.2 PARTITIONS TYPES AND DETAILS 10-30-17 12-12-17 02-07-18 A9.3 EXTERIOR CONSTRUCTION DETAILS 10-30-17 12-12-17 02-07-18 A9.4 EXTERIOR CONSTRUCTION DETAILS 12-12-17 02-07-18 A9.5 EXTERIOR CONSTRUCTION DETAILS 02-07-18 A9.6 EXTERIOR CONSTRUCTION DETAILS 02-07-18 A9.10 EXTERIOR PLAN DETAILS 02-07-18 A10.1 SCHEDULES 10-30-17 12-12-17 02-07-18 A10.2 SCHEDULES 10-30-17 12-12-17 02-07-18 A10.3 WINDOW SCHEDULE 12-12-17 02-07-18 A10.4 DOOR DETAILS 12-12-17 02-07-18 A10.5 DOOR SCHEDULE 12-12-17 02-07-18 A10.6 WINDOW DETAILS 12-12-17 02-07-18 STRUCTURE S0.1 GENERAL NOTES 10-30-17 12-12-17 02-07-18 S0.2 GENERAL NOTES 10-30-17 12-12-17 02-07-18 S0.3 GENERAL NOTES 10-30-17 12-12-17 02-07-18 S0.10 LOAD KEYS 10-30-17 12-12-17 02-07-18 S0.20 TYPICAL DETAILS 10-30-17 12-12-17 02-07-18 S0.21 TYPICAL DETAILS 10-30-17 12-12-17 02-07-18 S0.22 TYPICAL DETAILS 10-30-17 12-12-17 02-07-18 S0.23 TYPICAL DETAILS 10-30-17 12-12-17 02-07-18 S0.24 TYPICAL DETAILS 10-30-17 12-12-17 02-07-18 S0.25 TYPICAL DETAILS 10-30-17 12-12-17 02-07-18 S2.1 LOWER LEVEL - REFERENCE FOUNDATION PLAN 10-30-17 12-12-17 02-07-18 S2.2 MAIN LEVEL - REFERENCE FRAMING PLAN 10-30-17 12-12-17 02-07-18 S2.3 MIDDLE LEVEL - REFERENCE FRAMING PLAN 10-30-17 12-12-17 02-07-18 S2.4 UPPER LEVEL - REFERENCE FRAMING PLAN 10-30-17 12-12-17 02-07-18 S2.5 ROOF - REFERENCE FRAMING PLAN 10-30-17 12-12-17 02-07-18 S2.6 LOWER LEVEL PARTIAL FOUNDATION PLAN - AREA A 10-30-17 12-12-17 02-07-18 S2.7 LOWER LEVEL PARTIAL FOUNDATION PLAN - AREA B 10-30-17 12-12-17 02-07-18 S2.8 LOWER LEVEL PARTIAL FOUNDATION PLAN - AREA C 10-30-17 12-12-17 02-07-18 S2.9 MAIN LEVEL PARTIAL FRAMING PLAN - AREA A 10-30-17 12-12-17 02-07-18 S2.10 MAIN LEVEL PARTITAL FRAMING PLAN - AREA B 10-30-17 12-12-17 02-07-18 S2.11 MAIN LEVEL PARTIAL FRAMING PLAN - AREA C 10-30-17 12-12-17 02-07-18 S2.12 MIDDLE LEVEL PARTIAL FRAMING PLAN - AREA A 10-30-17 12-12-17 02-07-18 S2.13 MIDDLE LEVEL PARTIAL FRAMING PLAN - AREA B 10-30-17 12-12-17 02-07-18 S2.14 MIDDLE LEVEL PARTIAL FRAMING PLAN - AREA C 10-30-17 12-12-17 02-07-18 S2.15 UPPER LEVEL PARTIAL FRAMING PLAN - AREA A 10-30-17 12-12-17 02-07-18 S2.16 UPPER LEVEL PARTIAL FRAMING PLAN - AREA B 10-30-17 12-12-17 02-07-18 S2.17 UPPER LEVEL PARTIAL FRAMING PLAN - AREA C 10-30-17 12-12-17 02-07-18 S2.18 ROOF PARTIAL FRAMING PLAN - AREA A 10-30-17 12-12-17 02-07-18 S2.19 ROOF PARTIAL FRAMING PLAN - AREA B & C 10-30-17 12-12-17 02-07-18 S3.1 WALL SECTIONS 10-30-17 12-12-17 02-07-18 S3.2 BRACE ELEVATIONS 02-07-18 S3.3 BRACE & MOMENT FRAME ELEVATIONS 02-07-18 S4.1 DETAILS 10-30-17 12-12-17 02-07-18 S4.2 DETAILS 02-07-18 S4.3 DETAILS 02-07-18 S5.1 SCHEDULES 02-07-18 ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 1 9 P M A0.2c 1632 SHEET INDEX AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O Sheet Number Sheet Name 50% DD 100% DD PERMIT MECHANICAL M0.01 MECHANICAL, PLUMBING, FIRE PROTECTION COVER SHEET 10-30-17 12-12-17 02-07-18 M1.01 MECHANICAL MAIN LEVEL SITE PLAN 10-30-17 12-12-17 02-07-18 M1.02 MECHANICAL UPPER LEVEL SITE PLAN 10-30-17 12-12-17 02-07-18 M2.01 MECHANICAL BASEMENT LEVEL PLAN 12-12-17 02-07-18 M2.02 MECHANICAL MAIN LEVEL PLAN 12-12-17 02-07-18 M2.03 MECHANICAL MIDDLE LEVEL PLAN 12-12-17 02-07-18 M2.04 MECHANICAL UPPER LEVEL PLAN 12-12-17 02-07-18 M2.05 MECHANICAL ROOF PLAN 12-12-17 M5.01 MECHANICAL SECTIONS & DETAIL PLANS 10-30-17 12-12-17 02-07-18 M5.02 AHU DIAGRAMS 12-12-17 M6.01 MECHANICAL SCHEMATICS 10-30-17 12-12-17 02-07-18 M7.01 MECHANICAL DETAILS 02-07-18 M7.02 MECHANICAL DETAILS 02-07-18 M8.01 MECHANICAL SCHEDULES 10-30-17 12-12-17 02-07-18 M8.02 MECHANICAL SCHEDULES 10-30-17 12-12-17 02-07-18 M8.03 MECHANICAL SCHEDULES 12-12-17 02-07-18 M8.04 MECHANICAL SCHEDULES 02-07-18 M9.01 MECHANICAL CONTORLS 02-07-18 M9.02 MECHANICAL CONTORLS 02-07-18 M9.03 MECHANICAL CONTORLS 02-07-18 M9.04 MECHANICAL CONTORLS 02-07-18 M9.05 MECHANICAL CONTORLS 02-07-18 M9.06 MECHANICAL CONTORLS 02-07-18 M9.07 MECHANICAL CONTORLS 02-07-18 M9.08 MECHANICAL CONTORLS 02-07-18 PLUMBING P1.01 PLUMBING BASEMENT LEVEL PLAN 10-30-17 12-12-17 02-07-18 P1.02 PLUMBING MAIN LEVEL PLAN 10-30-17 12-12-17 02-07-18 P1.03 PLUMBING MIDDLE LEVEL PLAN 10-30-17 12-12-17 02-07-18 P1.04 PLUMBING UPPER LEVEL PLAN 10-30-17 12-12-17 02-07-18 P1.05 PLUMBING ROOF PLAN 10-30-17 12-12-17 02-07-18 P3.01 PLUMBING ELEVATIONS 12-12-17 P4.01 PLUMBING DETAILS 02-07-18 P4.02 PLUMBING DETAILS 02-07-18 P5.01 PLUMBING SCHEDULES 02-07-18 P5.02 PLUMBING SCHEDULES 02-07-18 P6.01 ISOMETRICS 10-30-17 12-12-17 02-07-18 P6.02 PLUMBING SCHEDULES 10-30-17 12-12-17 P7.01 ISOMETRICS 10-30-17 12-12-17 FIRE PROTECTION FP1.01 FIRE PROTECTION BASEMENT LEVEL PLAN 10-30-17 12-12-17 02-07-18 FP1.02 FIRE PROTECTION MAIN LEVEL PLAN 10-30-17 12-12-17 02-07-18 FP1.03 FIRE PROTECTION MIDDLE LEVEL PLAN 10-30-17 12-12-17 02-07-18 FP1.04 FIRE PROTECTION UPPER LEVEL PLAN 10-30-17 12-12-17 02-07-18 IRRIGATION IR-0 IRRIGATION LEGEND & NOTES 02-07-18 IR-1 IRRIGATION PLAN 02-07-18 IR-2 IRRIGATION PLAN 02-07-18 IR-3 IRRIGATION PLAN 02-07-18 IR-4 IRRIGATION PLAN 02-07-18 IR-5 IRRIGATION DETAILS 02-07-18 IR-6 IRRIGATION DETAILS 02-07-18 ELECTRICAL E0.0 ELECTRICAL LEGEND SHEET 10-30-17 12-12-17 02-07-18 E1.0 ELECTRICAL SITE PLAN 10-30-17 12-12-17 02-07-18 E2.0 GALENA BASEMENT LEVEL LIGHTING PLAN 10-30-17 12-12-17 02-07-18 E2.1 GALENA MAIN LEVEL LIGHTING PLAN 10-30-17 12-12-17 02-07-18 E2.2 GALENA MIDDLE LEVEL LIGHTING PLAN 10-30-17 12-12-17 02-07-18 E2.3 GALENA UPPER LEVEL LIGHTING PLAN 10-30-17 12-12-17 02-07-18 E3.0 GALENA BASEMENT LEVEL ELECTRICAL PLAN 10-30-17 12-12-17 02-07-18 E3.1 GALENA MAIN LEVEL ELECTRICAL PLAN 10-30-17 12-12-17 02-07-18 E3.2 GALENA MIDDLE LEVEL ELECTRICAL PLAN 10-30-17 12-12-17 02-07-18 E3.3 GALENA UPPER LEVEL ELECTRICAL PLAN 10-30-17 12-12-17 02-07-18 E4.0 ELECTRICAL ONE LINE DIAGRAM 10-30-17 12-12-17 02-07-18 E4.1 PANEL SCHEDULES 10-30-17 02-07-18 E4.2 PANEL SCHEDULES 10-30-17 02-07-18 E4.3 PANEL SCHEDULES 10-30-17 02-07-18 E4.4 PANEL SCHEDULES 10-30-17 02-07-18 E5.0 ELECTRICAL DETAILS 10-30-17 12-12-17 02-07-18 E6.0 ELECTRICAL SCHEDULES 10-30-17 12-12-17 02-07-18 ISSUE: DATE: PERMIT 02/07/18 PERMIT 03/05/19 03/16/2019 MINIMUM NUMBER OF CODE REQUIRED PLUMBING FIXTURES WATER CLOSETS OCCUPANT LOAD IBC & IPC REQUIREMENTS REQUIRED #PROPOSED # MIDDLE LEVEL GROUP B OCCUPANCY = 127 PPL MALE 64 1 PER 25 FOR FIRST 50, 1 PER 50 FOR REMAINDER 3 2 FEMALE 64 1 PER 25 FOR FIRST 50, 1 PER 50 FOR REMAINDER 3 3 URINALS SUBSTITITUES FOR MAX 50% OF WC NA 1 LAVATORIES MALE 64 1 PER 40 FOR FIRST 80, 1 PER 80 FOR REMAINDER 2 2 FEMALE 64 1 PER 40 FOR FIRST 80, 1 PER 80 FOR REMAINDER 2 2 DRINKING FOUNTAINS SERVICE SINK 127 1 PER 500 1 SERVICE SINK REQUIRED 1 2* *PER IBC 2015 SECTION 1109.5.1 UPPER LEVEL GROUP B OCCUPANCY = 15 PPL MALE 9 1 1 FEMALE 9 1 1 URINALS 9 9 17 1 PER 25 FOR FIRST 50, 1 PER 50 FOR REMAINDER 1 PER 25 FOR FIRST 50, 1 PER 50 FOR REMAINDER SUBSTITITUES FOR MAX 50% OF WC NA 0 LAVATORIES MALE 1 PER 40 FOR FIRST 80, 1 PER 80 FOR REMAINDER 1 1 FEMALE 1 PER 40 FOR FIRST 80, 1 PER 80 FOR REMAINDER 1 1 DRINKING FOUNTAINS SERVICE SINK 1 PER 500 1 SERVICE SINK REQUIRED 1 1 WATER CLOSETS WATER CLOSETS UPPER LEVEL GROUP A OCCUPANCY = 212 PPL MALE 106 1 PER 125 1 2 FEMALE 106 1 PER 65 2 2 URINALS SUBSTITITUES FOR MAX 50% OF WC NA 1 LAVATORIES MALE 106 1 PER 200 1 1 FEMALE 106 1 PER 200 1 1 DRINKING FOUNTAINS SERVICE SINK 106 1 PER 500 1 SERVICE SINK REQUIRED 1 2* OCCUPANCY CALCULATIONS AREA ON PLAN GROSS AREA (SF) OCCUPANT (SF/PERSON) LOAD (PPL) LOWER LEVEL LOWER LEVEL MECH/STORAGE 8,128 300 27 PARKING LEVEL 2 38,461 300 129 MAIN LEVEL MAIN LEVEL OFFICE 12,732 100 127 PARKING LEVEL 3 31,358 300 105 MIDDLE LEVEL MIDDLE LEVEL OFFICE 13,550 100 136 PARKINGLEVEL 4 34,955 300 117 LIBRARY LOWER LEVEL 12,997 UPPER LEVEL UPPER LEVEL OFFICE 1,752 100 18 MEETING ROOM 1 2,391 15 NET CIRCULATION 1,359 0 159 0 EXTERIOR COVERED AREA 1 (OFFICE)1031 N/A 0 EXTERIOR COVERED AREA 2 (OFFICE)2,806 0N/A PARKING LEVEL 1 13,712 300 46BASEMENT B2 COMMENTS MAIN LEVEL LIBRARY 15,610 PARKING PLAZA LEVEL 264 300 1 MEETING ROOM 2 800 15 NET 53 CIRCULATION/NON-CONCURRENT USE EXTERIOR COVERED AREA (ASSEMBLY) UNCONCENTRATED UNCONCENTRATED UNCONCENTRATED1,880 15 NET 125 LIBRARY MEZZ LEVEL 6,136LIBRARY MEZZ RESTAURANT 1,560 MIDDLE LEVEL RIO GRANDE 2,882 UPPER LEVEL RIO GRANDE 2,333 OFFICE (SEPARATE BUILDING) OFFICE (SEPARATE BUILDING) (SEPARATE BUILDING) OCCUPANCY S-2 S-2 S-2 S-2 S-2 S-1 B B B A-2 B A-3 B A-3 A-3 B B B A-3 A-3 656 EXTERIOR COVERED AREA (PARKING)300 3S-2 453 EXTERIOR COVERED AREA (LIBRARY)A-3 LIBRARY OUTDOOR TERRACE 631A-3 W = 3 0'-0" A = 214'-0" 22 ' - 6 " W = 0'-0" B = 214'-0" W = 0'-0" C = 144'-0" W = 30'-0" D = 111'-0" W = 3 0'-0" E = 9 6'-6 " W = 30'-0" F = 62'-0" W = 22'-6" G = 133'-6"W = 0'-0" H = 87'-0" W = 30'-0" J = 87'-0" CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 2 2 P M A0.3 1632 CODE ANALYSIS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O BUILDING CODE ANALYSIS CODE JURISDICTION: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL FIRE CODE 2011 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE ICC/ANSI A117.1, 2003 CITY OF ASPEN LAND USE CODE, 2012 VERSION (REF: SUBDIVISION ORDINANCE) OCCUPANCY: MIXED-USE: GROUP A-3 - ASSEMBLY GROUP B - BUSINESS (OFFICE) GROUP S-1 - MECHANICAL/STORAGE GROUP S-2 - GARAGE CONSTRUCTION TYPE: NEW CONSTRUCTION TYPICAL OF TYPE II-A EXISTING CONSTRUCTION (PARKING GARAGE) TYPICAL OF TYPE II-A EXISTING CONSTRUCTION (LIBRARY) TYPICAL OF TYPE II-A EXISTING CONSTRUCTION (RIO GRANDE) TYPICAL OF TYPE V-A AUTOMATIC SPRINKLER SYSTEM: PROVIDED PER 2015 IBC SECTIONS 903.2, 903.2.7, 903.2.8, AND 903.3.1.1, AND 2015 IFC SECTIONS 903 AND 907. PER 2015 INTERNATIONAL BUILDING CODE: ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE BY USE: (TABLE 504.3) A: 85'-0" ABOVE GRADE PLANE, WHEN SPRINKLED (S) (II-A) B: 85'-0" ABOVE GRADE PLANE, WHEN SPRINKLED (S) (II-A) S: 85'-0" ABOVE GRADE PLANE, WHEN SPRINKLED (S) (II-A) ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE BY USE: (TABLE 504.4) A-3: 4 STORIES ABOVE GRADE PLANE, WHEN SPRINKLED (S) (II-A) B: 6 STORIES ABOVE GRADE PLANE, WHEN SPRINKLED (S) (II-A) S-2: 6 STORIES ABOVE GRADE PLANE, WHEN SPRINKLED (S) (II-A) ALLOWABLE AREA BY USE: (TABLE 506.2) MIXED-OCCUPANCY, MULTISTORY BUILDING (SECTION 506.2.4) TYPE II-A CONSTRUCTION ALLOWABLE AREA (EQUATION 5-1 in SECTION 506.2.1) Aa = At + (NS x If) OCCUPANCY TYPE A-3 ALLOWABLE AREA WITH FRONTAGE INCREASE: Aa = (46,500 SF) + (15,500 * 0.3805) Aa = 52,397 SF OCCUPANCY TYPE B ALLOWABLE AREA WITH FRONTAGE INCREASE: Aa = (112,500 SF) + (37,500 * 0.3805) Aa = 126,767 SF OCCUPANCY TYPE S-2 ALLOWABLE AREA WITH FRONTAGE INCREASE: Aa = (117,000 SF) + (39,000 * 0.3805) Aa = 131,838 SF FIRE RESISTANCE RATING REQUIREMENTS: (FOR II-A CONSTRUCTION) (IBC TABLES 601, 602, AND 706.4) STRUCTURAL FRAME: 1 HR BEARING WALLS, EXTERIOR: 1 HR BEARING WALLS, INTERIOR: 1 HR NON-BEARING WALLS, EXTERIOR */**: 0 HRS *1 HR IF < 10 FT. FIRE SEPARATION DISTANCE (IBC TABLE 602) **0 HRS IF > 10FT FIRE SEPARATION DISTANCE (IBC TABLE 602) NON-BEARING WALLS, INTERIOR: 0 HRS FLOOR CONSTRUCTION: 1 HR ROOF CONSTRUCTION: 1 HR *PARAPITS NOT REQ'D PER SECTION 705.11, EXCEPTION #1. OCCUPANCY SEPARATION: (TABLE 508.4) NON-SEPARATED OCCUPANCY PER 508.3 CIVIC + GARAGE (A3,B,S2) - LIBRARY (A3) - 1 HOUR CIVIC + GARAGE (A3,B,S2) - RIO GRANDE (A2,B) - 2 HOUR COMMON PATH OF EGRESS TRAVEL DISTANCE: (SECTION 1006.2.1 and TABLE 1006.2.1) FOR GROUPS A OCCUPANCIES: 75 FT. (49 MAX. OCCUPANTS AND SPRINKLED) FOR GROUP B OCCUPANCY: 100 FT. (49 MAX. OCCUPANTS AND SPRINKLED) FOR GROUP S OCCUPANCY: 100 FT. (29 MAX. OCCUPANTS AND SPRINKLED) (S: SPRINKLED PER SECTIONS 903.3.1.1 AND/OR 903.3.1.2) EXIT TRAVEL DISTANCE (TABLE 1017.2): FOR GROUPS A OCCUPANCIES: 250 FT. FOR GROUP B OCCUPANCY: 300 FT. FOR GROUP S-1 OCCUPANCY: 250 FT FOR GROUP S-2 OCCUPANCY: 400 FT (WITH SPRINKLER SYSTEM) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION: (IBC TABLE 705.8) 0 FT. TO LESS THAN 3 FT. = NOT PERMITTED 3 FT. TO LESS THAN 5 FT. = 15% OF WALL PER STORY FOR BOTH 'UP, S' AND 'P' 5 FT. TO LESS THAN 10 FT. = 25% OF WALL PER STORY FOR BOTH 'UP, S' AND 'P' 10 FT. TO LESS THAN 15 FT. = 45% OF WALL PER STORY FOR BOTH 'UP, S' AND 'P' 30 FT. OR GREATER = NO LIMIT CORRIDORS (SECTION 1020): DEAD-END CORRIDORS (SECTION 1020.4): 50-FEET FOR OCCUPANCIES IN GROUPS B 20-FEET FOR OCCUPANCIES IN GROUPS A & S WHEN SPRINKLED PER SECTION 903.3.1.1 (EXCEPTION 2) PLUMBING FIXTURES (IBC SECTION 2902 & TABLE 2902.1, AND IPC CHAPTER 4 & TABLE 403.1): GROUP B: WATER CLOSET: 1 PER 25 FOR FIRST 50, 1 PER 50 FOR REMAINDER EXCEEDING 50 URINALS: SUBSTITUTE FOR UP TO 50 PERCENT OF W.C. LAVATORY: 1 PER 40 FOR FIRST 80, I PER 80 FOR REMAINDER EXCEEDING 80 DRINKING FOUNTAIN: 1 PER 100 SERVICE SINK: 1 REQUIRED GROUP A-3: WATER CLOSET: 1 PER 125 MALE, 1 PER 65 FEMALE URINALS: SUBSTITUTE FOR UP TO 67 PERCENT OF W.C. LAVATORY: 1 PER 200 DRINKING FOUNTAIN: 1 PER 500 SERVICE SINK: 1 REQUIRED FRONTAGE CALCULATION - STIE PLAN FRONTAGE INCREASE: (SECTION 506.3) If = [F / P – 0.25] W / 30 F = 704 ft. [perimeter of building open to public way of at least 20ft] P = 1149 ft. [perimeter of entire building] W = 29 ft. [weighted avg. width of public way] If = [704 / 1149 – 0.25] 28.6 / 30 If = 0.3805 ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 PERMIT 03/05/19 03/16/2019 ANSI A117.1 2009 is the applicable code. For spaces with one exit. 75' if OL is over 30 S occupancy can be 50' with sprinkler 2017 NEC as adopted by the State of Colorado A-2 Restaurant is missing. Provide occupant load for mezzanine. Parking Occupant Load Factor is 200. UP DN DN DN UP DN COMMON PATH = 100'-0" A0.5 1 2 A0.5 15'-9" 2 A0.5 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL FIRE CODE 2014 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE ICC/ANSI A117.1, 2009 CITY OF ASPEN LAND USE CODE, CURRENT ADOPTED VERSION NOTE: A 1HR FIRE BARRIER & HORIZONTAL ASSEMBLY IS ASSUMED TO BE IN PLACE BETWEEN THE EXISTING PITKIN COUNTY LIBRARY AND EXISTING PARKING GARAGE. 2 HR CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 3 0 P M A0.4 1632 LIFESAFETY PLANS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/64" = 1'-0" 1 LOWER LEVEL FLOOR PLAN 3/64" = 1'-0" 2 MAIN LEVEL FLOOR PLAN 3/64" = 1'-0" 3 MIDDLE LEVEL FLOOR PLAN 3/64" = 1'-0" 5 UPPER LEVEL FLOOR PLAN 2 HR UL #U905 2 HR UL #U905 2 HR UL #U415 2 HR UL #U415 2 HR 8" CONC WALL 2 HR UL #U415 2 HR UL #U905 2 HR UL #U415 2 HR UL #U4152 HR UL #U905 2 HR UL #U905 2 HR UL #U905 TRAVEL DIST = 97'-0" EXIT ACCESS STAIRWAY PER IBC 1019.3.4 2 HR FIRE WALL SEPERATION PER IBC 706.4 EXIT ACCESS STAIRWAY PER IBC 1019.3.4 COM M ON PATH = 75'-0" 2HR 8" CONC WALL 2 HR UL #U420 2 HR 8" CONC. WALL 2 HR UL #U420 2 HR 8" CONC WALL 2 HR UL#U420 2 HR UL #U905 TRAVEL DIST = 100'-0" TRAVEL DIST = 69'-0" TRAVEL DIST = 196'-0" EXISTING CONC. WALL SMOKE BAFFLE PROVIDED AT CEILING TO PROTECT STAIR OPENING. RE: 5/A6.2 SMOKE BAFFLE PROVIDED AT CEILING TO PROTECT STAIR OPENING. RE: 5/A6.2 ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 T.O. SLAB @ MIDDLE LEVEL 112' - 6" FIRE WALL WIDTH 21'-0" 3'-0" 2 A0.5 1'-6" EXISTING GARAGE STRUCTURE 2 HR FIRE WALL PER IBC 706.8: WIDTH OF OPENING NOT TO EXCEED 25% OF WALL 25% OF 21'-0" = 5'-4" 3'-0" DOOR WIDTH < 5'-4" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. SLAB @ PLAZA 7909' - 2" T.O. LVL B2 - EXISTING GARAGE 75' - 8" 2HR FIRE WALL SEPARATING RIO GRAND AND NEW CONSTRUCTION; 2 HR UL #U905 NOTE: PER IBC 2015 CHAPTER 706.2, FIRE WALLS SHALL BE DESIGNED AND CONSTRUCTED TO ALLOW COLLAPSE OF THE STRUCTURE ON EITHER SIDE WITHOUT COLLAPSE OF THE WALL UNDER FIRE CONDITIONS. PER IBC 2015 CHAPTER 706.6.1, A 1HR RATED ROOF EXTENDS 4' IN EITHER DIRECTION AND ALL SUPPORTING STRUCTURE IS 1HR RATED; UL#D832 EXISTING RIO GRANDE BUILDING EXISTING GARAGE STRUCTURE CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 3 1 P M A0.5 1632 LIFESAFETY SECTIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/8" = 1'-0" 1 FIREWALL ELEVATION 1/8" = 1'-0" 2 FIREWALL SECTION ISSUE: DATE: PERMIT 02/07/18 03/16/2019 The building construction type is II-A which requires the entire roof and associated members to be 1-hour F.R. Construction. DN DN DN UP A B C D E F G 1 2 3 P8 P7 P6 A B C D E F G 1 2 3 P8 P7 P6 A B C D E F G 1 2 3 P8 P7 P6 A B C D E F G 1 2 3 P8 P7 P6 A B AA BB 1 2 3 P8 P7 P6 C D E F G STRUCTURE SUPPORTING 2HR RATED WALLS MUST BE 2HR RATED. RATED STRUCTURE LEGEND ROUND COLUMNS, REF: 5A/A9.2 SQUARE COLUMNS, REF: 3A/A9.2 BEAMS, REF: C-1/A9.1 BEAMS @ ROOF, REF: R-1/A9.1 ROUND COLUMNS @ BASEMENT, REF: 4A/A9.2 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 4 1 P M A0.6 1632 2HR RATED STRUCTURE AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/64" = 1'-0" 2 MAIN LEVEL FLOOR PLAN 3/64" = 1'-0" 3 MIDDLE LEVEL FLOOR PLAN 3/64" = 1'-0" 1 LOWER LEVEL FLOOR PLAN 3/64" = 1'-0" 4 UPPER LEVEL FLOOR PLAN 3/64" = 1'-0" 5 ROOF PLAN ISSUE: DATE: PERMIT 02/07/18 03/16/2019 7882' 7885' 7885' 7896' 7893' 7899'7905' 7904.96' 7907.17 7909' 7909' 7886' A = 255'-0" B = 16'-0" C = 170'-6" F = 184'-0"H = 71'-0" L = 62'-0" M = 144'-0"N = 52'-6" P = 34'-8" S = 87'-0" K = 36'-6 " J = 60' -0" D = 18'-0" E = 18'-0" G = 10'-6" Q = 38'-0" R = 9'-1" 2 A0.7 2 A0.7 6'-0" 6'-0" 7893' 7885' 7909' 7909' 7909' 7909' 7885' T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" T.O. SLAB @ LOWER LEVEL 83' - 10" 123P8P7P6P5 T.O. LVL B2 - EXISTING GARAGE 75' - 8" EL. = 7897' - 0" GRADE PLANE 50'-1" T.O. SLAB LL LIBRARY 7893' - 0" T.O. SLAB MAIN LEVEL LIBRARY 7906' - 0" T.O. SLAB LIBRARY MEZZ 7918' - 0" EQ EQ P6.2 T.O. PARAPIT 141' - 9" T.O. SKYLIGHT 145' - 0" CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 4 4 P M A0.7 1632 GRADE PLANE CALCS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/32" = 1'-0" 1 GRADE PLANE CALCULATION - PLAN 1/16" = 1'-0" 2 GRADE PLANE CALCULATION - SECTION FIRST STORY ABOVE GRADE PLANE = MAIN LEVEL ISSUE: DATE: PERMIT 02/07/18 03/16/2019 EXISTING LIBRARY -SEE TABLE ON SHEET A0.9 NEW CONSTRUCTION -SEE SHEET A0.9 EXISTING RIO GRANDE - INTERIOR RENOVATION - SEE SHEET A0.9 NEW CONSTRUCTION -SEE SHEET A0.9 EXISTING PARKING GARAGE -SEE TABLE ON SHEET A0.9 EXISTING LIBRARY -SEE TABLE ON SHEET A0.9 EXISTING RIO GRANDE -INTERIOR RENOVATION -SEE SHEET A0.9 NEW CONSTRUCTION - SEE SHEET A0.9 EXISTING PARKING GARAGE -SEE TABLE ON SHEET A0.9 EXISTING RIO GRANDE -NO CHANGE -SEE SHEET NEW CONSTRUCTION -SEE SHEET A0.9 EXISTING PARKING GARAGE - SEE TABLE ON SHEET A0.9 EXISTING CRAWLSPACE AREA EXISTING GARAGE -SEE TABLE ON SHEET A0.9 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 6 : 5 0 P M A0.8 1632 PROJECT SF CALCULATIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1" = 50'-0" 1 OVERALL - UPPER LEVEL 1" = 50'-0" 2 OVERALL - MIDDLE LEVEL 1" = 50'-0" 3 OVERALL - MAIN LEVEL 1" = 50'-0" 4 OVERALL - BASEMENT LEVEL 1 1" = 50'-0" 5 OVERALL - BASEMENT LEVEL 2 ISSUE: DATE: PERMIT 02/07/18 03/16/2019 DN DN DN UP DN 8,128 SF BASEMENT LEVEL 13,550 SF MIDDLE LEVEL 2,882 SF MIDDLE LEVEL - RIO GRANDE 12,581 SF MAIN LEVEL 1,560 SF MAIN LEVEL - RIO GRANDE 151 SF MAIN LEVEL 1,031 SF CITY OFFICES DECK 2,806 SF GARAGE DECK 1,002 SF RIO GRANDE DECK 6,174 SF UPPER LEVEL 128 SF UPPER LEVEL 902 SF GARAGE DECK 2,333 SF UPPER LEVEL - RIO GRANDE 2,404 SF CITY OFFICES DECK 238 SF RIO GRANDE DECK 93 SF RIO GRANDE DECK 1,424 SF NET LEASABLE - RIO GRANDE CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 0 0 P M A0.9 1632 GROSS BUILDING AREAS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1 BASEMENT LEVEL FLOOR PLAN 3 MIDDLE LEVEL FLOOR PLAN 2 MAIN LEVEL FLOOR PLAN 4 UPPER LEVEL FLOOR PLAN SQUARE FOOTAGE CALCULATIONS ASPEN CITY OFFICES BASEMENT LEVEL 8,128 SF MAIN LEVEL 12,732 SF MIDDLE LEVEL 13,550 SF UPPER LEVEL 6,302 SF 40,712 SF EXISTING LIBRARY LOWER LEVEL 12,997 SF MAIN LEVEL 15,610 SF MEZZANINE LEVEL 5,771 SF TOWER LEVEL 365 SF 34,743 SF EXISTING PARKING GARAGE LEVEL 01 13,712 SF LEVEL 02 38,461 SF LEVEL 03 31,358 SF LEVEL 04 34,955 SF 118,486 SF RIO GRANDE BUILDING LEVEL 01 1,560 SF LEVEL 02 2,882 SF LEVEL 03 2,333 SF 6,775 SF TOTAL:200,716 SF RIO GRANDE BUILDING LEVEL 01 (NET LEASABLE) 1,424 SF RIO GRANDE BUILDING NET LEASABLE SF (EXISTING) DECK CALCULATIONS CITY OFFICES DECK 3435 SF 8.4% GARAGE DECK 2806 SF 2.3% RIO GRANDE DECK 1333 SF 20% ISSUE: DATE: PERMIT 02/07/18 03/16/2019 5' - 0" MOP HOLDER REFLECTIVE SURFACE 3' - 4" MAX. BOTT. OF T.O. TOWEL SLOT 4' - 0" MAX. T.O. COIN SLOT 4' - 0" MAX 1' - 7" MIN. 2' - 6" MAX. T. O. SLOT 4' - 0" MAX. MIRROR PAPER TOWEL DISPENSER NAPKIN/TAMPON VENDOR NAPKIN DISPOSAL TOILET SEAT COVER DISPENSER SHELF SOAP DISPENSER ROBE HOOKS 4' - 0" MAX. PUSH BUTTON 4' - 0" MAX. TO 4' - 0" 1' - 0" 9" MIN. 6" MAX. 8" MIN. 2' - 5" MIN. 2' - 10" MAX. 1' - 5" MIN. LAVATORY 17" - 19" T.O. SEAT 1' - 3" MIN. 7"-9" 1 1/2" MIN. 1' - 0"3' - 6" TO TOP 2' - 9" TO 3' - 0" 39" - 41" 1' - 6" 39" - 41" GRAB BARS AND TOILET TISSUE DISPENSER 17" - 19" AMBULATORY 16" - 18" ACCESSIBLE 2' - 0"1' - 0" REAR GRAB BAR @ WHEELCHAIR ACCESSIBLE CONFIGURATION S SIDEWALL GRAB BARS. PROVIDE ON EACH SIDE OF AMBULATO RY STALL INSULATE ALL EXPOSED PIPING SHOWER BACK WALL SHOWER CONTROL WALL FOLDING SHOWER SEAT PLAN DRINKING FOUNTAINS 1' - 7" 1' - 5" TO 3" TO 6" 4' - 0" MAX. 5' - 0" 1' - 3" MAX. 1' - 3" CONTINUOU S GRAB BAR FOLDING SHOWER SEAT CONTRO L VALVE AREA HAND-HELD SHOWER SPRAY UNIT W/ 60" HOSE 14" - 15" 3' - 0" 15" - 16" 22" - 23" 17" - 19" 2' - 3" MIN. MIN. 9" 6" MAX MIN. 8" T.O. SPOUT 3' - 4" 6" 3' - 6" CL 3' - 2" CL LIGHT SWITCH DOOR LEVER 6' - 8" 4' - 0" CL DOOR & DEVICES WALL OUTLET THERMOSTAT, PHONE, FIRE ALARM PULL STATION, HC DOOR BUTTON OR CARD READER, IF NOT OBSTRUCTED FIRE ALARM SPEAKER/STR OBE 6' - 8" T O 8' - 0" 1' - 6" CL CL CL ELEVATOR CONTROLS ELEVATOR CAR CONTROLS ROOM SIGN OUTLET AT COUNTER FIRE EXTINGUISHER CABINET IN FIRE EMERGENCY DO NOT USE ELEVATOR USE STAIRS FIREFIGHTERS OPERATIONTO RECALL ELEVATORS INSERT FIRE KEY AND TURN TO "ON"NORMAL OPERATION KEY BYPASS, THEN KEY "OFF" OFF O N B Y PA S S FIRE 6' - 0" MIN. 5' - 0" 3' - 6" RAISED & BRAILLE CHARACTE RS ON HOISTWAY JAMB CALL BUTTON HALL LANTERN CONTROL INDICATORS RAISED & BRAILLE CHARACTERS (5/8" MIN) FLOOR BUTTONS 4' - 6" MAX. CONTROL BUTTONS 2' - 11" MAX. COMPLY W/ 703.2.9 & TABLE 703.2.4 5' - 0" 9" 3' - 4" - CAB. DEPTH 20" - 25" 3' - 8" - CAB. DEPTH < 20" T.O. HANDLE 4' - 0" MAX. CL CL CL CL 1 1/2" MAX. CL 1' - 6" 3' - 0" TO FINISHES 3' - 0" MIN. TO TOP 2' - 9" TO 3' - 0" 4" MAX. 1' - 6" MIN. MAX. 1' - 3" 3' - 2" MIN. 2 1/2" MAX. 3" MAX. CL 2" MAX. 3' - 10" MIN. 3' - 2" MAX. 2' - 8" MIN. GRAB BAR REINFORCEMENT AT TOILET 3' - 6" 2' - 8" 3' - 2" GRAB BAR REINF. @ SHOWER TOWEL BAR ALL WALLS TYPICA L 4" MAX. PROTRUSION 2' - 10" 4' - 0" MIN. 5' - 0" MAX. TACTIL E AREA OF REFUGE SIGNAG E VERTICAL REINFORCEME NT @ CONTROL END ONLY ACCESSIBLE LAV. 2' - 10" 6" 2' - 0" 8" MAX. 4' - 10" MIN. 3' - 1" 6" 2' - 0" GENERAL NOTES 1. DIMENSIONS GIVEN ARE COMPLIANT WITH ANSI A117.1-2009. 2. NOT ALL FIXTURES AND DEVICES INDICATED MAY BE USED IN THE PROJECT. 3. INSTALL GRAB BARS TO WITHSTAND A DOWNWARD LOAD OF 250 LBF WHEN TESTED ACCORDING TO METHODS IN ASTM F-446. 4. ACCESSORIES IN BATHING AREAS THAT PROJECT MORE THAN 1" BEYOND FINISHED SURFACES SHALL BE INSTALLED TO WITHSTAND A DOWNWARD LOAD OF 250 LBF WHEN TESTED ACCORDING TO METHODS IN ASTM F-446. 5. MOUNTING HEIGHTS INDICATED MAY BE SUPERCEDED BY MORE SPECIFIC INFORMATION ELSEWHERE IN THE DOCUMENTS. 6. ALL APPLIANCES AND PLUMBING FIXTURES MUST COMPLY WITH APPLICABLE ANSI AND ADA REQUIREMENTS. 7. DOOR THRESHOLDS MUST HAVE A MAXIMUM HEIGHT OF 1/2" WITH A 1:2 BEVEL. 8. ALL ACCESSIBLE SINKS SHALL HAVE A MAXIMUM HEIGHT OF 34" TO THE RIM OR COUNTER (WHICHEVER IS HIGHER) AND PROVIDE A 27" MINIMUM HIGH KNEE SPACE. 9. PROVIDE AND INSTALL BLOCKING / REINFORCEMENT FOR ALL ACCESSORIES PER MANUFACTURER'S INSTRUCTIONS. CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 0 1 P M A0.20 1632 ACCESSIBILITY DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1 ANSI A117.1 - 2009 TYPICAL MOUNTING DIMENSIONS ISSUE: DATE: PERMIT 02/07/18 03/16/2019 RD RD RD RD RD RD RD RD RD RD RD RD MILL STREET CONDOS PITKIN COUNTY LIBRARY PITKIN COUNTY LIBRARY ADDITION COMMUNITY BANKS OF COLORADO RIO GRANDE BUILDING LOFT APARTMENT BUILDING PITKIN COUNTY COURTHOUSE PITKIN COUNTY JAIL GALENA PLAZA NEW MILL STREET LOT RIO GRANDE PARK AMENDED ACCESS EASEMENT 20' INGRESS & EGRESS EASEMENT 25' TRAIL & FOR THE EXPANSION OF THE PITKIN COUNTY LIBRARY 5' NEGATIVE EASEMENT TRANSIT EASEMENT TERMINABLE ACCESS & MAINTENANCE EASEMENT FOR SUSPENSION BRIDGE N. M I L L S T R E E T AIR & LIGHT EASEMENT AIR & LIGHT EASEMENT 30'-4 51/64" 10' ELECTRIC EASEMENT CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 0 9 P M A1.1 1632 ARCHITECTURAL SITE PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1" = 20'-0" 1 SITE PLAN 0 10 20 40 NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 RD RD RD RD RD RD RD RD RD RD RD RD 7 9 0 9 7 9 0 9 7 9 1 1 7 9 0 7 7 9 0 7 7 9 0 5 7 9 0 5 7 9 0 37 9 0 17 8 9 9 7 8 9 7 7 8 9 57 8 9 3 7 8 9 1 7 8 8 9 7 8 8 7 7 8 8 5 7 8 8 3 7 8 8 1 7 8 7 9 7 8 8 9 7 9 0 3 7 9 0 1 7 8 9 9 7 8 9 7 7 8 9 5 7 8 9 3 7 8 9 1 7 8 8 9 7 8 8 7 7 8 8 5 7 8 8 3 7 8 8 1 7 9 0 9 MILL STREET CONDOS PITKIN COUNTY LIBRARY COMMUNITY BANKS OF COLORADO RIO GRANDE BUILDING LOFT APARTMENT BUILDING PITKIN COUNTY COURTHOUSE PITKIN COUNTY JAIL GALENA PLAZA RIO GRANDE PARK N. M I L L S T R E E T POINT 05 POINT 01 POINT 02 POINT 03 POINT 04 POINT 06 POINT 09 POINT 10 POINT 08 POINT 07 POINT 11 POINT 12 POINT 13 NEW MILL STREET LOT POINT 14 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 1 6 P M A1.2 1632 INTERPOLATED ARCHITECTURAL SITE PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1" = 20'-0" 1 SITE PLAN WITH INTERPOLATED GRADE BUILDING HEIGHT TABULATION LOCATION EXISTING GRADE AT LOCATION BUILDING HEIGHT AT LOCATION PROPOSED GRADE AT LOCATION PROPOSED BUILDING HEIGHT AT LOCATION HEIGHT LIMIT AT LOCATION POINT 01 7881' - 4" 32' - 2" 7882' - 1" 7913' - 6" 7913' - 5" POINT 02 7883' - 10" 29' - 8" 7885' - 0" 7913' - 6" 7913' - 5" POINT 03 7884' - 5" 42' - 4" 7885' - 0" 7926' - 9" 7926' - 9" POINT 04 7888' - 6" 38' - 3" 7910' - 0" 7926' - 9" 7926' - 9" POINT 05 7897' - 5" 29' - 4" 7910' - 0" 7926' - 9" 7926' - 9" POINT 06 7886' - 4" 40' - 5" 7910' - 0" 7926' - 9" 7926' - 9" POINT 07 7883' - 4" 43' - 5" 7884' - 8" 7926' - 9" 7926' - 9" POINT 08 7882' - 8" 44' - 1" 7882' - 8" 7926' - 9" 7926' - 9" POINT 09 7901' - 0" 23' - 11 3/4" 7910' - 0" 7924' - 11 3/4" 7927' - 0" PONIT 10 7884' - 8" 38' - 4" 7910' - 0" 7923' - 0" 7927' - 0" POINT 11 7884' - 2" 38' - 10" 7885' - 0" 7923' - 0" 7927' - 0" POINT 12 7883' - 5" 30' - 1" 7885' - 0" 7913' - 6" 7927' - 0" POINT 13 7884' - 8" 45' - 4" 7910' - 0" 7930' - 0" 7930' - 0" POINT 14 7892' - 0" 33' - 10 3/4" 7910' - 0" 7925' - 10 3/4" 7925' - 10 3/4" 0 10 20 40 NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 PERMIT 03/05/19 03/16/2019 A 11 A3.22 A3.1 1 A3.2 1 A3.1 2 MILL STREET CONDOS PITKIN COUNTY LIBRARY RIO GRANDE BUILDING ABOVE 1 A4.1 1 A4.1 PITKIN COUNTY JAIL 12 13 B C D E F G H I J AA BB CC DD EE ELECTRICAL 003 STAIR S001 1 2 3 P8 P7 P6 P5 STORAGE 002 EXISTING PARKING GARAGE P1 PUMP ROOM 008 K P6.2 ELEV 29'-4" 21'-11" 18'-11" 18'-4" 23'-3" 1'-5" 25'-0" 14'-1" 24'-0" 19'-11" 22'-1" 17'-11" 20'-0" 20'-0" 11'-10"18'-9" 22'-0" 17'-5" 16'-2" 18'-7" 27'-9" 5'-2" 8'-10" A2.6 1 15 15 DATA CENTER 004 VESTIBULE 001 STORAGE 006 MECHANICAL 005 GENERATOR 007 A2.6 2 EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 1 8 P M A2.1 1632 LOWER LEVEL - REFERENCE FLOOR PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 LOWER LEVEL REFERENCE PLAN NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 UP A 11 A3.22 A3.1 1 A3.2 1 A3.1 2 PITKIN COUNTY LIBRARY MILL STREET CONDOS 1 A4.1 1 A4.1 2 A4.1 2 A4.1 EXISTING RIO GRANDE BUILDING N.I.C. PITKIN COUNTY JAIL 12 13 B C D E F G H I J AA BB CC DD EE MENS 102 / SEE SHEET 1 A2.7 / SEE SHEET 1 A2.8 / SE E S H E E T 1 A2.8 / SE E S H E E T 1 A2.9 A3.3 5 A3.3 4 LOBBY 101 STAIR S001 VEST 107 1 2 3 P8 P7 P6 P5 TRASH 108 ELEVATOR 14'-1" 24'-0" 19'-11" 22'-1" 17'-11" 20'-0" 20'-0" 11'-10"18'-9" 22'-0" K 29'-4" 21'-11" 18'-11" 18'-4" 23'-3" 1'-5" 25'-0" P6.2 WOMENS 103 ELEC 106 JANITOR 105 TD 104 ELEV EXISTING PARKING GARAGE P3 5'-2" 8'-10" 17'-5" 16'-2" 18'-7" 27'-9" OFFICE 209 15 15 A3.3 7 A3.3 8 A3.3 9 EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 2 3 P M A2.2 1632 MAIN LEVEL - REFERENCE FLOOR PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 MAIN LEVEL REFERENCE PLAN NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 DN UP A 11 A3.22 A3.1 1 A3.2 1 A3.1 2 PITKIN COUNTY LIBRARY EXISTING RIO GRANDE BUILDING N.I.C. MILL STREET CONDOS 1 A4.1 1 A4.1 2 A4.1 2 A4.1 PITKIN COUNTY JAIL 12 13 B C D E F G H I J AA BB CC DD EE / SEE SHEET 1 A2.10 / SEE SHEET 1 A2.11 / SE E S H E E T 1 A2.11 / SE E S H E E T 1 A2.12 STAIR S001 CORRIDOR 207 1 2 3 P8 P7 P6 P5 ELEVATOR K P6.2 17'-5" 16'-2" 18'-7" 27'-9" WOMENS 203 MENS 202 TD 204 JANITOR 205 ELEC 206 ELEVATOR 000 29'-4" 21'-11" 18'-11" 18'-4" 23'-3" 1'-5" 25'-0" 14'-1" 24'-0" 19'-11" 22'-1" 17'-11" 20'-0" 20'-0" 11'-10"18'-9" 22'-0" 5'-2" 8'-10" OFFICE 209 15 15 VEST 208 EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 2 8 P M A2.3 1632 MIDDLE LEVEL - REFERENCE FLOOR PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 MIDDLE LEVEL REFERENCE PLAN NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 FD RD RD RD RD RD RD RD RD RD RD RD RD DN A 11 A3.22 A3.1 1 A3.2 1 A3.1 2 PITKIN COUNTY LIBRARY PITKIN COUNTY LIBRARY ADDITION MILL STREET CONDOS 1 A4.1 1 A4.1 2 A4.1 2 A4.1 PITKIN COUNTY JAIL 12 13 B C D E F G H I JAA BB CC DD EE MEETING ROOM 309 / SEE SHEET 1 A2.13 / SEE SHEET 1 A2.14 / SE E S H E E T 1 A2.14 / SE E S H E E T 1 A2.15 A3.46 A3.4 5 A3.4 4 VEST 307 1 2 3 P8 P7 P6 P5 MEETING ROOM 310 ELEVATOR K P6.2 ELEC 306 WOMENS 303 MENS 302 JANITOR 305 TD 304 ELEVATOR 14'-1" 24'-0" 19'-11" 22'-1" 17'-11" 20'-0" 20'-0" 11'-10"18'-9" 22'-0" 17'-5" 16'-2" 18'-7" 27'-9" 5'-2" 8'-10" 29'-4" 21'-11" 18'-11" 18'-4" 23'-3" 1'-5" 25'-0" EXISTING RIO GRANDE BUILDING N.I.C. LOBBY 301 OFFICE 308 A3.4 1 15 15 A3.4 3 A3.4 2 EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 3 9 P M A2.4 1632 UPPER LEVEL - REFERENCE FLOOR PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 UPPER LEVEL REFERENCE PLAN NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 Curved stairs connecting more than 2 floors must be enclosed. FD RD A 11 11 PITKIN COUNTY LIBRARY PITKIN COUNTY LIBRARY ADDITION MILL STREET CONDOS 1 A4.1 1 A4.1 2 A4.1 2 A4.1 PITKIN COUNTY LIBRARY PITKIN COUNTY LIBRARY ADDITION MILL STREET CONDOS PITKIN COUNTY JAIL 12 12 13 13 B C D E F G H I JAA BB CC DD EE 1 2 3 P8 P7 P6 P5 K P6.2 EXISTING RIO GRANDE BUILDING N.I.C. 14'-1" 24'-0" 19'-11" 22'-1" 17'-11" 20'-0" 20'-0" 11'-10"18'-9" 22'-0" 17'-5" 16'-2" 18'-7" 27'-9"5'-2" 8'-10" 29'-4" 21'-11" 18'-11" 18'-4" 23'-3" 1'-5" 25'-0" / SEE SHEET 1 A2.16 / SEE SHEET 1 A2.17 15 15 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 5 0 P M A2.5 1632 ROOF - REFERENCE FLOOR PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 ROOF REFERENCE PLAN NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 A 12 13 B C D E F G H I AA BB CC DD EE MILL STREET CONDOS ELECTRICAL 003 1 2 3 P8 P7 A6.1 5 A6.1 1 P-8 P-8 P-8 006 A 6 6 T.O. SLAB EL. = 83' - 10" T.O. LANDING V.I.F. EXISTING PARKING GARAGE P1 T.O. SLAB @ LEVEL B2 @ CMU WALL BASE V.I.F. EL. = 78' - 1 1/2" DOORS TO LEVEL B1. SILL TO ALIGN WITH T.O. SLAB @ LEVEL B1: EL.= 88'-11 1/4" V.I.F. 14'-1"24'-0"19'-11"22'-1"17'-11" 17'-5" 16'-2" 18'-7" 27'-9" 29'-4" 21'-11" 18'-11" 18'-4" S001 A LOUVERS 15 15STORAGE 002 DATA CENTER 004 STORAGE 006 VESTIBULE 001 006 B 001 B 001 A 002 A 003 A 004 A 005 A MECHANICAL 005 RECESSED FIRE EXTINGUISHER RECESSED FIRE EXTINGUISHER 1'-6" 1'-0" 1'-6" 1'-0" 1'-6" 1'-0" 1'-6" 1'-6" 007 A GENERATOR 007 LOUVER LOUVERS A9.2 4 TYP A9.2 3 TYP P-8 P-8 20'-0"20'-0"11'-10" RIGID BOARD INSULATION, R-10 AT ALL FOUNDATION WALLS RIGID BOARD INSULATION, R-20 AT ALL FOUNDATION WALLS ADJACENT TO AREA WELLS EL. = 83' - 10" T.O. SLAB LOWER LEVEL EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. P8 P7 K PUMP ROOM 008 008 A P-8 P-8 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 5 3 P M A2.6 1632 LOWER LEVEL PARTIAL FLOOR PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 LOWER LEVEL PARTIAL FLOOR PLAN- AREA A NORTH 3/16" = 1'-0" 2 LOWER LEVEL PARTIAL FLOOR PLAN - AREA C ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 Identify this door on door schedule. A 11 12 13 B C D E F G H AA BB CC DD EE 1 2 1 1 1 1 1 5 6 6 6 LOBBY 101 TRASH 108 VEST 107 108 A 106 A STEEL GRATE STEEL GRATE 1/4" SLOPE CPT-1 2 EQ @ 6'-2 3/8" 9 EQ @ 39'-8" 14'-1"24'-0"19'-11"22'-1"17'-11"20'-0" 20'-0" 17'-5" 16'-2" 18'-7" 27'-9" 29'-4" 5'-2" 8'-10" 20'-0" 13 13 13 13 13 13 13 13 13 6 17 17 EL. = 100' - 0" RAMP DN 5% T.O. SLAB / SEE SHEET 1 A2.8 5" 4'-6" 3'-10" 4'-6" 3'-10" 4'-6" 8'-1 5/64" 4'-6" 4'-6" T.O. SLAB T.O. SLAB 3'-0"4'-0" EL. = 97' - 8" 14141415 5'-6" 5'-3 1/2" A9.2 6 A9.2 3 101 A 107 A 101 B TYP. TYP. 1'-10"P-9 4 EQ @ 17'-6 1/8" 14 A9.10 1 A9.10 1 A9.10 1 A9.10 1 SIM SIM EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. AREA A AREA B AREA CKEY PLAN: CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 5 5 P M A2.7 1632 MAIN LEVEL PARTIAL FLOOR PLAN - AREA A AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 MAIN LEVEL PARTIAL FLOOR PLAN - AREA A NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 UPUP A B C D E F G H IAABBCCDD EE MILL STREET CONDOS TRANSFORMER LOCATION -SEE CIVIL PLANS 20'-0" 9'-11 13/16" / SEE SHEET 1 A2.7 3 P8 P7 P6 A6.10 1 A6.1 3 A6.2 1 MENS 102 LOBBY 101 TRASH 108 STAIR S001 P6.2 108 A 102 A WOMENS 103 103 A S001 C ELEC 106 TD 104 104 A 106 A JANITOR 105 109 B S001 B P-2 P-2 P-1A P-4P-3 P-3 P-3 P-1A P-6P-6 P-8 P-5 P-8 P-5 P-2 EL. = 99' - 5 1/8" 20'-0" 17'-5" 16'-2" 18'-7" 27'-9" 18'-11" 18'-4" 23'-3" 1'-5" 14'-1"24'-0"19'-11"22'-1"17'-11"20'-0" 20'-0" 11'-10" HOSE BIB P-8 P-5 P-8 P-5 P-8 P-5 LOCATION FOR RADON MITIGATION EXHAUST EXISTING T.O. SLAB V.I.F. / SEE SHEET 1 A2.9 / SEE SHEET 1 A2.7 EL. = 100' - 0" T.O SLAB 8'-0" 15 15 A9.2 7 TYP. RECESSED FIRE EXTINGUISHER RECESSED FIRE EXTINGUISHER 1'-0" 1'-0" 1'-10" 1'-10" 2'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-10"P-9 1'-7" 1'-6" TYP EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. AREA A AREA B AREA CKEYPLAN: CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 7 : 5 8 P M A2.8 1632 MAIN LEVEL PARTIAL FLOOR PLAN - AREA B AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 MAIN LEVEL PARTIAL FLOOR PLAN - AREA B NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 An approved barrier must be provided at the level of exit discharge to prevent persons from unintentionally continuing into levels below per IBC 1023.8. H I J / SEE SHEET 1 A2.7 3 P8 P7 P6 A6.3 1 6 ELEVATOR 000 K P6.2 EXISTING PARKING GARAGE ENTRANCE 11'-10" 18'-9"22'-0" 6 P-8 P-5 EXISTING GARAGE EXHAUST & LOUVER TO BE RELOCATED 18'-11" 18'-4" 23'-3" 1'-5" EL. = 100' - 0" T.O. SLAB HOSE BIB 8" STUD TO FRAME LATERAL BRACING VEST 110 RECESSED FIRE EXTINGUISHER LOCATION FOR NEW GARAGE EXHAUST LOUVER EXISTING GARAGE RESTROOMS, N.I.C. EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. AREA A AREA B AREA CKEYPLAN: CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 0 0 P M A2.9 1632 MAIN LEVEL PARTIAL FLOOR PLAN - AREA C AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 MAIN LEVEL PARTIAL FLOOR PLAN - AREA C NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 A 11 12 13 B C D E F G H AA BB CC DD EE / SE E S H E E T 1 A2.12 1 2 7 3 3 4 2 2 2 2 2 6 6 17'-5" 16'-2" 18'-7" 27'-9" 14'-1"24'-0"19'-11"22'-1"17'-11"20'-0"20'-0" 5'-2" 8'-10" 29'-4" / SEE SHEET 1 A2.11 EL. = 112' - 6" T.O. SLAB 16 16 16 16 16 16 16 16 16 16 17 172 EQ @ 6'-2 3/8" 20'-2 3/4" 17'-6 3/4" 5" 4'-6" 3'-10" 4'-6" 3'-10" 4'-6" 8'-1 5/64" 4'-6" 4'-6" 16 4'-2" 1'-8"1'-8" 2'-8" 4'-2" 1'-8"4'-2" 1'-8" 1'-8" 2'-8" 4'-2" 1'-8" 1'-8" 2'-6 3/4" 1'-6 3/4" 16 16 16 16 3'-9 1/2" 1'-8"1'-8" 2'-8"4'-2" 1'-8" 1'-6 1/4"1'-8" 18 18 18 18 19 18 18 18 18 RECESSED FIRE EXTINGUISHER A9.10 2 A9.10 2SIM EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. AREA A AREA B AREA CKEY PLAN: CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 0 1 P M A2.10 1632 MIDDLE LEVEL PARTIAL FLOOR PLAN - AREA A AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 MIDDLE LEVEL PARTIAL FLOOR PLAN - AREA A NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 DNDN DNDN UPUP A B C D E F G H IAABBCCDDEE MILL STREET CONDOS / SEE SHEET 1 A2.10 3 P8 P7 P6 A6.10 1 A6.2 2 A6.2 2 2 STAIR S001 P6.2 202 A 203 A MENS 202 WOMENS 203 JANITOR 205 TD 204 ELEC 206 204 A 206 A 209 B P-1A P-1A P-4 P-3 P-3 P-3 P-1A P-2 P-2 P-2 P-8 P-5 P-6 S001 D T.O. SLAB T.O. SLAB V.I.F. EL. = 110' - 6" 17'-5" 16'-2" 18'-7" 27'-9" P4 A EL. = 112' - 6" P-8 P-5 LOCATION FOR RADON MITIGATION EXHAUST 18'-11" 18'-4" 23'-3" 1'-5" 15 15 11" EXISTING TOPPING SLAB IN GARAGE TO BE REMOVED AND REPLACED BETWEEN GRIDLINES P6 AND P7 FOR INSTALLATION OF WATERPROOFING MEMBRANE PER C.4/A9.1 RECESSED FIRE EXTINGUISHER 1'-0" 1'-0" 2'-0" 2'-0" 2'-0" 4'-6" 3T @ 11" 9'-0" 1:12 MAX SLOPE RAMP DN 24'-0" 1:12 MAX SLOPE RAMP DN 24'-0" 4'-6" 12"12" EXISTING STAIR @ GARAGE RAMP TO COMPLY WITH IBC 2015 SECTION 1012 AND ICC/ANSI 117.1 2009 SECTION 405 STAIRS TO COMPLY WITH IBC 2015 SECTION 1011 AND ICC/ANSI 117.1 2009 SECTION 504 HANDRAILS TO COMPLY WITH IBC 2015 SECTION 1014 AND ICC/ANSI 117.1 2009 SECTION 505 EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. AREA A AREA B AREA CKEYPLAN: CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 0 2 P M A2.11 1632 MIDDLE LEVEL PARTIAL FLOOR PLAN - AREA B AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 MIDDLE LEVEL PARTIAL FLOOR PLAN - AREA B NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 PERMIT 03/05/19 03/16/2019 Exit separation? H I J EL. = 111' - 0" 3 P8 P7 P6 CORRIDOR 207 ELEVATOR 000 K P6.2 18'-11" 18'-4" 23'-3" 1'-5" 11'-10" 18'-9"22'-0" EXISTING RIO GRANDE BUILDING N.I.C. T.O. FINISH FLOOR V.I.F. UP T.O. SLAB T.O. SLAB T.O. SLAB P-8 P-5 EL. = 111' - 0" T.O. SLAB EL. = 112' - 6" EL. = 112' - 0" EL. = 112' - 6" RELOCATE BOILER FLUE 208 A 207 A P-8 P-5 P-8 P-8 P-5 P-8 P-5 EXISTING TOPPING SLAB IN GARAGE TO BE REMOVED AND REPLACED BETWEEN GRIDLINES P6 AND P7 FOR INSTALLATION OF NEW WATERPROOFING MEMBRANE PER C.4/A9.1 VEST 208 209 A 3'-9 1/2" 1'-8"1'-8" 2'-8"4'-2" 1'-8" 1'-6 1/4"1'-8" 18 18 18 18 19 18 18 18 18 18 18 18 19 18 18 18 18 19 18 18 18 18 18 18 19 18 18 18 18 18 18 18 19 18 2'-8"4'-2" 1'-8"1'-8" 2'-8" 4'-2" 1'-8"1'-8" 2'-8" 4'- 2"1'- 8 " 1'- 8 " 1 ' - 8 " 1 ' - 8 " 1 ' - 8 " 3 ' - 0 3 / 4 " 1 ' - 8 " 1 ' - 8 " 2'-5" 4'-2 1/4" 2'- 8 " 4 '- 2 "1'- 8 " 2 ' - 8 " 4 ' - 2 " 2 ' - 8 " 4 ' - 2 "2 ' - 3 " RECESSED FIRE EXTINGUISHER 1'-6" 1'-6" 1'-0" 1'-0"2'-0" 209 C P-3 19 9'-0" 1:12 MAX SLOPE RAMP DN 6'-0" 5'-0" HANDRAILS TO COMPLY WITH IBC 2015 SECTION 1014 AND ICC/ANSI 117.1 2009 SECTION 505 5'-0" 1:12 MAX SLOPE RAMP DN 12'-0" DN EL. = 112' - 6" T.O. SLAB OPEN TO BELOW RAMP TO COMPLY WITH IBC 2015 SECTION 1012 AND ICC/ANSI 117.1 2009 SECTION 405 STAIRS TO COMPLY WITH IBC 2015 SECTION 1011 AND ICC/ANSI 117.1 2009 SECTION 504 RAMP TO COMPLY WITH IBC 2015 SECTION 1012 AND ICC/ANSI 117.1 2009 SECTION 405 EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. AREA A AREA B AREA CKEYPLAN: CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 0 3 P M A2.12 1632 MIDDLE LEVEL PARTIAL FLOOR PLAN - AREA C AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 MIDDLE LEVEL PARTIAL FLOOR PLAN - AREA C NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 PERMIT 03/05/19 03/16/2019 RD RD RD RD RD A 11 12 13 B C D E F G H IAA BB CC DD EE 1 2 VEST 307 MEETING ROOM 309 309 E 309 F 309 G 306 A CPT-1 ROOF ABOVE ROOF ABOVE S L O P E 1 / 8 " SL O P E 1 / 8 " SL O P E 1 / 8 " SLOPE 1/8"SLOPE 1/8" S L O P E 1 / 8 "SLOPE 1/8"SLOPE 1/8"HOSE BIB 14'-1"24'-0"19'-11"22'-1"17'-11"20'-0"20'-0" 11'-10" 17'-5" 16'-2" 18'-7" 27'-9" 29'-4" 5'-2" 8'-10" / SEE SHEET 1 A2.14 ROOF HATCH LADDER CANOPY DRAIN TO DAYLIGHT INTO PLANTER LOBBY 301 301 A 307 A 309 A 309 B 309 C 309 D 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 4 EQ @ 19'-10 3/8" 2 EQ @ 7'-11" 6'-0 5/8" 4'-7 11/32" 6'-0 5/8" 4 EQ @ 17'-6 7/8" 4 EQ @ 18'-7" 3'-10 3/8" 3'-8 3/4" 3'-6 3/4" 2 EQ @ 10'-9 1/2" 3'-9 3/16" 6'-2 13/16" 2 EQ @ 9'-0 23/32" 6'-2 1/2" 4'-4 1/2" 6'-2 1/2" 4'-5 25/32" EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. AREA A AREA B AREA CKEY PLAN: CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 0 4 P M A2.13 1632 UPPER LEVEL PARTIAL FLOOR PLAN - AREA A AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 UPPER LEVEL PARTIAL FLOOR PLAN - AREA A NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 RD RD RD DNDN A B C D E F G H I AA BB CC DD EE MILL STREET CONDOS 3 P8 P7 P6 A6.10 1 A6.2 3 11 9 8 VEST 307 11 MEETING ROOM 310 P6.2 309 F MENS 302 WOMENS 303 302 A 303 A 310 A JANITOR 305 TD 304 ELEC 306 MEETING ROOM 309 305 A 304 A 306 A 308 A P-2 P-2 P-1A P-1A P-3 P-4 P-3 P-3 P-1A P-6 P-1AP-1A ROOF ABOVE SLOPE 1/8" S L O P E 1/8 " S L O P E 1/8 " SLOT DRAIN HOSE BIB 10 18'-11" 18'-4" 23'-3" 1'-5" 20'-0" 11'-10"14'-1"24'-0"19'-11"22'-1"17'-11"20'-0" 17'-5" 16'-2" 18'-7" 27'-9" EXISTING GUARDRAIL LOCATION FOR RADON MITIGATION EXHAUST ROOF HATCH LADDER LOBBY 301 CANOPY DRAIN TO DAYLIGHT INTO PLANTING AREA 15 15 307 A RECESSED FIRE EXTINGUISHER RECESSED FIRE EXTINGUISHER 2'-0" 2'-0" 1'-0" 1'-0" 1'-6" 310 B 310 C 10 A9.4 3 A9.3 1 A9.6 2 A9.6 3 A9.6 EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. AREA A AREA B AREA CKEYPLAN: CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 0 7 P M A2.14 1632 UPPER LEVEL PARTIAL FLOOR PLAN - AREA B AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 UPPER LEVEL PARTIAL FLOOR PLAN - AREA B S L O P E 1 /8 " NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 RD RD RD RD RD RD H I J 3 P8 P7 P6 A6.3 3 K P6.2 SLOPE 1/8" SLOPE 1/8" SLOPE 1/8" SLOPE 1/8" S L O P E 1/8 " S L O P E 1/8 " SLOT DRAIN SLOT DRAIN 11'-10" NEW HANDRAIL 11'-10" 18'-9"22'-0" 18'-11" 18'-4" 23'-3" 1'-5" 311 A VEST 311 3 A9.6 EXISTING WALL NEW GYP BD PARTITION, SEE PARTITION TYPES NEW MASONRY WALL, SEE PARTITION TYPES NEW CONCRETE WALL, RE: STRUCT. AREA A AREA B AREA CKEYPLAN: CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 0 9 P M A2.15 1632 UPPER LEVEL PARTIAL FLOOR PLAN - AREA C AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 UPPPER LEVEL PARTIAL FLOOR PLAN - AREA C NORTH ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 RD RD RD RD RD A 13 B C D E FAA BB CC DD EE 1 2 3 14'-1"24'-0"19'-11"22'-1"17'-11" 17'-5" 16'-2" 18'-7" 27'-9" 29'-4" 21'-11" ROOF ANCHOR ROOF ANCHOR, TYP. WALKWAY WALKWAY ROOF HATCH WALKWAY ROOF ANCHOR . HIGH POINT 4 1/2" ABOVE DECK SLOPE 1/8" PER FT . . HIGH POINT 4 1/2" ABOVE DECK SLOPE 1/8" PER FT . HIGH POINT 4 1/2" ABOVE DECK . SLOPE 1/8" PER FT . BEGIN TO TAPER INSULATION @ 1/8" PER FT SLOPE 1/8" PER FT SLOPE 1/8" PER FT SLOPE 1/8" PER FT . HIGH POINT 1-5" ABOVE DECK SLOPE 1/4" PER FT LOW POINT 8" ABOVE DECK, TYP. ROOF DRAIN W/OVERFLOW DRAIN, TYP . HIGH POINT 1-6" ABOVE DECK SLOPE 1/4" PER FT DRIP EDGE . .. TYP DESIGN/BUILD SOLAR PANEL SYSTEM AREA A AREA B AREA CKEY PLAN: CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 1 1 P M A2.16 1632 ROOF PARTIAL PLAN - AREA A AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 ROOF PARTIAL PLAN - AREA A NORTH ISSUE: DATE: 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 Solar PV system is not a part of this review. RD RD RD B C D E F BB CC DD EE 3 P8 P7 P6 P6.2 18'-11" 18'-4" 23'-3" 1'-5" 17'-5" 16'-2" 18'-7" 24'-0"19'-11"22'-1"17'-11" OPEN TO BELOW 1/2" RIGID INSULATION TO FOLLOW SLOPE OF STRUCT. DECK @ 3/8" PER FT SLOPE SKYLIGHT 1/2" PER FT SLOPE 1" PER FT . ROOF ANCHOR, TYP. ROOF ANCHOR ROOF ANCHOR WALKWAY WALKWAY WALKWAY ROOF HATCH ROOF ANCHOR . HIGH POINT 1/2" ABOVE DECK . SLOPE 1/4" PER FT . HIGH POINT 4 1/2" ABOVE DECK . HIGH POINT 3 1/2" ABOVE DECK; SLOPE 1/4" PER FT 4 1/2" RIGID INSULATION TO FOLLOW SLOPE OF STRUCT. DECK @ 3/8" PER FT ROOF MEMBRANE OVER PROTECTION BOARD OVER TAPERED INSULATION, RE: R-4/A9.1 . BEGIN TO TAPER INSULATION @ 1/8" PER FT . HIGH POINT 1-6" ABOVE DECK SLOPE 1/4" PER FT DRIP EDGE . SLOPE 1/4" PER FT . HIGH POINT 8" ABOVE DECK 8" RIGID INSULATION TO FOLLOW SLOPE OF STRUCT. DECK @ 3/8" PER FT LOW POINT 8" ABOVE DECK ROOF DRAIN W/OVERFLOW DRAIN, TYP TAPPERED INSULATION CRICKET, SLOPE 1/4"/FT MIN. .. 5 A9.5 6 A9.5 TYP TYP GL-1, TYP GL-6, TYP DESIGN/BUILD SOLAR PANEL SYSTEM AREA A AREA B AREA CKEYPLAN: CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 1 2 P M A2.17 1632 ROOF PARTIAL PLAN - AREA B AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 ROOF PARTIAL PLAN - AREA B NORTH ISSUE: DATE: 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" A 1 A4.1 1 A4.1 12'-6" 12'-6" 12'-8" 41'-9" RIO GRANDE BUIILDING ALUMINUM & GLASS CURTAIN WALL VIEW CORRIDOR HISTORIC CONTOUR EXHIBIT EL. = 7883' - 7 1/2" EL. = 7882' - 2"EL. = 7881' - 8" EL. = 7881' - 3" 45'-1" ELEVATOR TOWER BCDEFGHIJ MTL-1MTL-1 ST-1 ST-2 MTL-1 ST-1 ALUMINUM WINDOW SYSTEM ALUMINUM & GLASS WINDOW WALL PAINTED STEEL CANOPY PAINTED STEEL STRUCTURE PAINTED STEEL CANOPY 3 A5.2 1 A5.3 1 A5.4 2 A5.3 2 A5.4 3 A5.4 K GL-3 MTL-1 15 ' - 1 0 3 / 4 " T.O. PARAPIT 141' - 9" T.O. SKYLIGHT 145' - 0" EL. = 7913' - 6" BLDG HEIGHT POINT 01 PROPOSED GRADE EL. = 7926' - 9" BLDG HEIGHT POINT 08 EL. = 7926' - 9" BLDG HEIGHT POINT 07 EL. = 7913' - 6" BLDG HEIGHT POINT 12 EL. = 7923' - 0" BLDG HEIGHT POINT 11 EL. = 7925' - 10 3/4" BLDG HEIGHT POINT 14 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" 2 A4.1 2 A4.1 12'-6" 12'-6" 12'-8" ALUMINUM & GLASS WINDOW WALL EXISTING PARKING STRUCTURE & EXTERIOR STAIR EL. = 7881' - 4" EL. = 7887' - 0" EL. = 7882' - 2" 44'-7" 41'-9" EL. = 7884' - 0 1/2" HISTORIC CONTOUR EXHIBITEL. = 7884' - 3" 2 A5.11 A5.1 1 2 3 P8 P7 P6 MTL-1 ALUMINUM & GLASS CURTAIN WALL ST-1 MTL-1 MTL-1 ST-1 ST-1 ALUMINUM WINDOW SYSTEM PAINTED STEEL CANOPY PAINTED STEEL CANOPY PAINTED STEEL STRUCTURE 1 A5.2 2 A5.2 2 A5.5 P6.2 EXISTING RAILING AT PLAZA LEVEL EXISTING GARAGE ENTRANCE NEW TRANSFORMER OVERHEAD COILING DOOR FOR TRASH ACCESS 9'-0" T.O. PARAPIT 141' - 9" T.O. SKYLIGHT 145' - 0" EL. = 7884' - 4 1/2" PROPOSED GRADE EL. = 7913' - 6" BLDG HEIGHT POINT 01 EL. = 7913' - 6" BLDG HEIGHT POINT 02 EL. = 7926' - 9" BLDG HEIGHT POINT 08 EL. = 7926' - 9" BLDG HEIGHT POINT 03 EL. = 7926' - 9" BLDG HEIGHT POINT 04 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 2 2 P M A3.1 1632 EXTERIOR ELEVATIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 NORTH ELEVATION 3/32" = 1'-0" 2 WEST ELEVATION NOTE: ALL SIGNAGE TO COMPLY WITH CITY OF ASPEN SIGNAGE REGULATIONS NOTE: ALL SIGNAGE TO COMPLY WITH CITY OF ASPEN SIGNAGE REGULATIONS ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 PERMIT 03/05/19 03/16/2019 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" A 1 A4.1 1 A4.1 12'-8" 12'-6" 12'-6" RIO GRANDE BUIILDING LANDSCAPED PLAZA (PROPOSED GRADE) PROPOSED CITY HALL PLAZA EL. = 7899' - 1" 41'-9" EL. = 7891' - 11"EL. = 7902' - 5"EL. = 7901' - 10" GLASS ELEVATOR TOWER B C D E F G H I J MTL-1 MTL-1 ST-21 A5.5 3 A5.5 OPEN TO BEYOND OPEN TO BEYOND CMU-1 CMU-2 VIEW CORRIDOR HISTORIC CONTOUR EXHIBIT K GL-3 ST-1 HOSE BIB T.O. PARAPIT 141' - 9" T.O. SKYLIGHT 145' - 0" EL. = 7926' - 9" BLDG HEIGHT POINT 04 EL. = 7926' - 9" BLDG HEIGHT POINT 05 EL. = 7924' - 11 3/4" BLDG HEIGHT POINT 09 EL. = 7925' - 10 3/4" BLDG HEIGHT POINT 14 PROPOSED GRADE T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" 12'-6" 12'-6" 12'-8" ALUMINUM & GLASS WINDOW WALL EXISTING LIBRARY, N.I.C. ALUMINUM & GLASS WINDOW WALL EL. = 7902' - 0" EL. = 7887' - 0" EL. = 7883' - 9"HISTORIC CONTOUR EXHIBIT EL. = 7885' - 4"EL. = 7884' - 6" 20'-0" A3.4 6 A3.4 5 123P8P7P6P5 MTL-1 ALUMINUM & GLASS CURTAIN WALL PAINTED STEEL CANOPY MTL-1 ST-1 CMU-1 P6.2 HOSE BIB OPEN TO GARAGE T.O. PARAPIT 141' - 9" T.O. SKYLIGHT 145' - 0" PROPOSED GRADE EL. = 7930' - 0" BLDG HEIGHT PT 13 EL. = 7926' - 9" BLDG HEIGHT PT 05 EL. = 7926' - 9" BLDG HEIGHT PT 06 EL. = 7923' - 0" BLDG HEIGHT PT 11 EL. = 7923' - 0" BLDG HEIGHT PT 10EL. = 7924' - 11 3/4" BLDG HEIGHT PT 09 LANDSCAPED PLAZA (PROPOSED GRADE) CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 3 3 P M A3.2 1632 EXTERIOR ELEVATIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 SOUTH ELEVATION 3/32" = 1'-0" 2 EAST ELEVATION ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 PERMIT 03/05/19 03/16/2019 ALUMINUM & GLASS WINDOW WALL DESIGNATED AREA FOR BUILDING SIGNAGE 8'-0 5/16" 10'-2" T.O. LVL 1 - RIO GRANDE 79'-5 1/4" T.O. LVL 2 90'-6 1/2" T.O. SLAB - ACRA - DATUM 100 80'-0" MTL-1 OPEN TO BEYOND GL-3 CONCRETE CURB T.O. SLAB @ MAIN LEVEL 100' - 0" ST-2 ST-1 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 4 0 P M A3.3 1632 EXTERIOR ELEVATIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 4 ENLARGED ELEVATION 3/16" = 1'-0" 5 ENLARGED ELEVATION 3/16" = 1'-0" 7 ENLARGED ELEVATION 3/16" = 1'-0" 8 ENLARGED ELEVATION 3/16" = 1'-0" 9 ENLARGED ELEVATION 1 Entryway Material Pallette Study 2 Entryway Material Pallette Study 2 ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" T.O. SLAB @ PLAZA 7909' - 2"CANOPY DRAIN OUTLET HOSE BIB T.O. PARAPIT 141' - 9" MTL-1 RETAINING WALL FOR PLAZA PLANTER 34" MIN T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" T.O. PARAPIT 141' - 9" MTL-1 T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" 1 A5.3 2 A5.3 T.O. PARAPIT 141' - 9" MTL-1 T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" 2 A5.6 ST-1 ALUMINUM & GLASS WINDOW WALL PAINTED STEEL CANOPY 1 A5.6 MTL-1 T.O. PARAPIT 141' - 9" T.O. SKYLIGHT 145' - 0" ST-1 MTL-1 ST-2 PRE-FINISHED COPING, TYP. CANOPY DRAIN OUTLET CHANNEL GLASS SYSTEM WITH GL-3 1'-7" 4'-0"2'-0"4'-0" ST-1 HOSE BIB T.O. PARAPIT 141' - 9" CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 4 6 P M A3.4 1632 EXTERIOR ELEVATIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/16" = 1'-0" 1 BUILDING ELEVATION 3/16" = 1'-0" 2 BUILDING ELEVATION 3/16" = 1'-0" 3 BUILDING ELEVATION 3/16" = 1'-0" 5 BUILDING ELEVATION 3/16" = 1'-0" 6 BUILDING ELEVATION 3/16" = 1'-0" 4 BUILDING ELEVATION ISSUE: DATE: PERMIT 02/07/18 03/16/2019 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" T.O. SLAB @ LOWER LEVEL 83' - 10" 2 A4.1 2 A4.1 16'-2" 12'-6" 12'-6" 12'-8" 1 2 3 P8 P7 P6 P5 T.O. LVL B1 - EXISTING GARAGE 89' - 5" OFFICE OFFICEVESTIBULE MECH STAIRLOBBY MEETING ROOM OFFICE OFFICE STORAGE/BOH EXISTING GARAGE EXISTING GARAGE EXISTING GARAGE EXISTING GARAGE EXISTING CRAWLSPACE PLAZA P6.2 GENERATOR T.O. PARAPIT 141' - 9" T.O. SKYLIGHT 145' - 0" 4'-1"3'-3" T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" T.O. SLAB @ LOWER LEVEL 83' - 10" 1 A4.1 1 A4.1 16'-2" 12'-6" 12'-6" 12'-8" CDEFGHIJ T.O. SLAB @ ELEVATOR PIT 77' - 3" T.O. LVL B1 - EXISTING GARAGE 89' - 5" A6.4 1 OFFICE OFFICE STORAGE VEST TOILET ROOM TOILET ROOM TOILET ROOMLOBBYPLAZA LOBBY LOBBYGARAGE ENTRY GARAGE ENTRY K T.O. PARAPIT 141' - 9" T.O. SKYLIGHT 145' - 0" 4'-1" 3'-3" 6'-7" A5.6 3 Sim CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 5 3 P M A4.1 1632 BUILDING SECTIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 NORTH/SOUTH SECTION 3/32" = 1'-0" 2 EAST/ WEST SECTION ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. SLAB @ LOWER LEVEL 83' - 10" A 3'-0" 6'-0" 2'-0" 1'-6" 2'-0" 5'-4" 2'-0" 3'-2" C-1 A9.1 C-2 A9.1 T.O. SLAB @ PLAZA 7909' - 2" R-2 A9.1 A9.3 7 W-2 A9.1 7" TO S.E./FACE OF STUD 7" TO S.E./FACE OF STUD F-1 A9.1 16'-2" 12'-6" 11'-8" 10" CLOSED CELL SPRAY FOAM INSULATION, R-20 A9.3 6 SIM T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. SLAB @ LOWER LEVEL 83' - 10" A 3'-0" 6'-0" 2'-0" 1'-6" 2'-0" 5'-4" 2'-0" 3'-2" C-1 A9.1 T.O. SLAB @ PLAZA 7909' - 2" C-2 A9.1 A9.3 2 W-1 A9.1 7" TO S.E./FACE OF STUD 7" TO S.E./FACE OF STUD 1" TO INSIDE FACE OF CONC. F-1 A9.1 16'-2" 12'-6" 11'-8" 10" CLOSED CELL SPRAY FOAM INSULATION, R-20 6"A9.3 1 T.O. DECK 137' - 8" B 4'-1" A9.3 4 R-1 A9.1 C-1 A9.1 R-3 A9.1 FACE OF STUD 6 3/8" TO S.E./ 1'-3" TO FACE OF CURB T.O. PARAPIT 141' - 9" A9.3 5 12'-8" R-4 A9.1 T.O. DECK 137' - 8" B A9.3 9 A9.3 10 C-1 A9.1 R-1 A9.1 W-2 A9.1 7" TO S.E./FACE OF STUD 1'-1" TO FACE OF CURB T.O. PARAPIT 141' - 9" 12'-8" 4'-1" CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 5 6 P M A5.1 1632 WALL SECTIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/2" = 1'-0" 2 WALL SECTION 1/2" = 1'-0" 1 WALL SECTION ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" C 3'-0" 6'-10" EXISTING PARKING STRUCTURE EXISTING AIR INTAKE CLOSED CELL SPRAY FOAM INSULATION; R-20 MIN. OVER 2HR SPRAY APPLIED FIREPROOFING. . EX I S T I N G S T R U C T U R E . NE W C O N S T R U C T I O N R-1 A9.1 W-1 A9.1 EXTERIOR FACE OF STUD 3" TO S.E./ 4" TO S.E. AL I G N A9.3 10 SIM. C-2 A9.1 25'-0" 12'-8" 4'-1" W-3 A9.1 T.O. PARAPIT 141' - 9" T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. SLAB @ LOWER LEVEL 83' - 10" A T.O. SLAB @ PLAZA 7909' - 2" R-3 A9.1 C-1 A9.1 C-2 A9.1 A9.4 3 4" TO S.E. 4" TO S.E. F-1 A9.1 16'-2" 12'-6" 11'-8" CLOSED CELL SPRAY FOAM INSULATION, R-20 TO T.O. SLAB 2'-4" A9.4 1 A9.4 2 6" FACE OF CONC. 1" TO INSIDE R-1, TYP 42" MIN T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" 11 T.O. SLAB @ PLAZA 7909' - 2" A9.4 3 CLOSED CELL SPRAY FOAM INSULATION; R-40 3" TO S.E. 3" TO S.E. CHANNEL FASCIA PAINTED TO MATCH EXPOSED STRUCTURAL STEEL EXPOSED STRUCTURAL BRACING 12'-6" 11'-8" 10" A9.4 4 R-1, TYP 42" MIN T.O. SLAB @ LOWER LEVEL 83' - 10" F-1 A9.1 C-2 A9.1 C-1 A9.1 R-1 A9.1 C-2 A9.1 CLOSED CELL SPRAY FOAM INSULATION, R-20 TO T.O. SLAB 2'-4" 16'-2" RIGID BOARD INSULATION, R-10 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 8 : 5 8 P M A5.2 1632 WALL SECTIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/2" = 1'-0" 1 WALL SECTION 1/2" = 1'-0" 2 WALL SECTION 1/2" = 1'-0" 3 WALL SECTION ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" T.O. SLAB @ LOWER LEVEL 83' - 10" 111213 T.O. SLAB @ PLAZA 7909' - 2" TO INSIDE FACE OF CONCRETE 6'-9" F-1 A9.1 10'-2" FACE OF STUD 1'-0" TO S.E./OUTSIDE 6" TO S.E./INSIDE FACE OF STUD C-2 A9.1 C-1 A9.1 C-1 A9.1 R-1 A9.1 R-3 A9.1 C-2 A9.1 W-2 A9.1 W-1 A9.1 C18 CHANNEL FASCIA PAINTED TO MATCH EXPOSED STRUCTURAL STEEL 1'-6" 8'-0" 16'-2" 12'-6" 11'-8" 10" 12'-8" 4'-1" CLOSED CELL SPRAY FOAM INSULATION, R-20 CLOSED CELL SPRAY FOAM INSULATION, R-40 7" TO FACE OF STUD 1'-3" TO FACE OF CURB T.O. PARAPIT 141' - 9" A9.4 5 R-1, TYP 42" MIN RIGID BOARD INSULATION, R-10 R-4 A9.1 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" T.O. SLAB @ LOWER LEVEL 83' - 10" 111213 T.O. SLAB @ PLAZA 7909' - 2" 10'-2" A9.4 7 3'-2" 2'-5" TO S.E. C-2 A9.1 F-1 A9.1 C-1 A9.1 C-2 A9.1 2'-5" TO S.E. R-3 A9.1 16'-2" 12'-6" 11'-8" 10" 12'-8" CLOSED CELL SPRAY FOAM INSULATION, R-20 GL-4 CHANNEL GLASS COLUMN COVER BEYOND 9'-7 1/2" 2'-4 1/2" 12'-6" 42" MIN CLOSED CELL SPRAY FOAM INSULATION, R-40 T.O. PARAPIT 141' - 9" A9.4 6 RIGID BOARD INSULATION, R-10 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 0 4 P M A5.3 1632 WALL SECTIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/2" = 1'-0" 1 WALL SECTION 1/2" = 1'-0" 2 WALL SECTION ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. SLAB @ LOWER LEVEL 83' - 10" 12 T.O. SLAB @ PLAZA 7909' - 2" 3'-0" 6'-6" 3'-0" 2'-8" 8" 6'-2" 8" 12'-6" 11'-8" 10" INTERIOR FACE OF STUD 7" TO S.E./ 3'-2" INSIDE FACE OF STUD 7" TO S.E./ 1" TO FACE OF CONC. C-2 A9.1 F-1 A9.1 W-2 A9.1 C-1 A9.1 R-3 A9.1 CLOSED CELL SPRAY FOAM INSULATION, R-20 STRUCTURAL STEEL FOR BAY WINDOW SUPPORT A9.5 8 SIM. R-1, TYP 42" MIN T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. SLAB @ LOWER LEVEL 83' - 10" T.O. SLAB @ PLAZA 7909' - 2" 3'-0" 6'-6" 6'-8" 3'-0" 6'-6" 3'-0" 3'-0" 6'-6" 16'-2" 12'-6" 11'-8" A9.4 8 C-2 A9.1 F-1 A9.1 C-1 A9.1 R-3 A9.1 W-1 A9.1 CLOSED CELL SPRAY FOAM INSULATION, R-20 STEEL GRATE A9.3 1 SIM. 6" R-1, TYP 42" MIN T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. SLAB @ LOWER LEVEL 83' - 10" T.O. SLAB @ PLAZA 7909' - 2" 16'-2" 12'-6" 11'-8" 10" C-1 A9.1 C-2 A9.1 C-2 A9.1 F-1 A9.1 W-1 A9.1 R-3 A9.1 R-2 A9.1 CLOSED CELL SPRAY FOAM INSULATION, R-20 CLOSED CELL SPRAY FOAM INSULATION, R-40 A9.4 10 SIM A9.4 3 SIM. A9.4 9 R-1, TYP 42" MIN RIGID BOARD INSULATION, R-10 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 0 6 P M A5.4 1632 WALL SECTIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/2" = 1'-0" 1 WALL SECTION 1/2" = 1'-0" 2 WALL SECTION 1/2" = 1'-0" 3 WALL SECTION ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. SLAB @ LOWER LEVEL 83' - 10" T.O. SLAB @ PLAZA 7909' - 2" 3 3'-3" TO S.E./OUTSIDE FACE OF STUD 3'-3" TO OUTSIDE FACE OF CONC. 3'-3" TO S.E./EXTERIOR FACE OF STUD 16'-2" 12'-6" 11'-8" 10" R-2 A9.1 C-2 A9.1 CLOSED CELL SPRAY FOAM INSULATION; R-20 C-2 A9.1 W-2 A9.1 CLOSED CELL SPRAY FOAM INSULATION; R-20 CONCEAL KICKERS IN PLANTER A9.3 7 TRASH ROOM OFFICE SIM RIGID BOARD INSULAITON; R-20 T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" P6P6.2 T.O. PARAPIT 141' - 9" 12'-8" 4'-1" R-1 A9.1 C-2 A9.1 W-1 A9.1 EXISTING GARAGE STRUCTURE 7" TO INSIDE FACE OF STUD EXPANSION JOINT CLOSED CELL SPRAY FOAM INSULATION, R-40 R-4 A9.1 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" C T.O. SLAB @ PLAZA 7909' - 2" EXISTING GARAGE SLAB CLOSED CELL SPRAY FOAM INSULATION, R-40 CLOSED CELL SPRAY FOAM INSULATION, R-40 C-3 A9.1 C-2 A9.1 OFFICE OPEN GARAGE EXTERIOR OFFICE EXTERIOR FACE OF STUD 3" TO S.E./ R-1 A9.1 EXTERIOR FACE OF STUD 3" TO S.E./ W-2 A9.1 RE: PLAN FOR SCHEDULED INTERIOR PARTITION TYPE W-3 A9.1 W-3 A9.1 T.O. PARAPIT 141' - 9" 12'-6" 12'-6" 12'-8" 4'-1" CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 0 9 P M A5.5 1632 WALL SECTIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/2" = 1'-0" 1 WALL SECTION 1/2" = 1'-0" 3 WALL SECTION 1/2" = 1'-0" 2 WALL SECTION ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" DD EE T.O. SLAB @ PLAZA 7909' - 2" T.O. PARAPIT 141' - 9" 10" 12'-8" 4'-1"UNIT HEATER CONCEALED IN CEILING 11'-0" A9.3 10 SIM 2" TOPPING SLAB OVER HIGH DENSITY INSULATION BOARD C-1 A9.1 R-3 A9.1 R-1 A9.1 R-4 A9.1 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" T.O. SLAB @ PLAZA 7909' - 2" EXTERIOR INTERIORINTERIOR INTERIOR A9.5 3 CHANNEL GLASS SYSTEM W/GL-3 CHANNEL GLASS SYSTEM W/GL-4 CHANNEL GLASS SYSTEM W/GL-4 12'-8" 10" 11'-8" 12'-6" STRUCTURAL COLUMN BEYOND, PAINTED P-5 A9.5 4 T.O. SKYLIGHT 145' - 0" 7'-4" A9.5 2 A9.5 1 T.O. DECK 137' - 8" T.O. PARAPIT 141' - 9" T.O. SKYLIGHT 145' - 0" STRUCTURAL COLUMN BEYOND PAINTED P-5 A9.5 7 A9.5 4SIM SEE RCP RE: CLG HEIGHT GYP BD SOFFIT PAINTED P-1 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 1 1 P M A5.6 1632 WALL SECTIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/2" = 1'-0" 2 WALL SECTION 1/2" = 1'-0" 1 WALL SECTION 1/2" = 1'-0" 3 WALL SECTION ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 C C 1 A6.5 1 A6.5 P8 P7 UPDN EXISTING STAIR TO REMAIN C 1 A6.5 1 A6.5 P8 P7 UP DN EXISTING STAIR TO REMAIN C C 1 A6.5 1 A6.5 P8 P7 8'-0" S.O. UP DN 2 A6.5 2 A6.5 EXISTING STAIR TO REMAIN C C 1 A6.5 1 A6.5 P8 P7 DN 2 A6.5 2 A6.5 EXISTING PRECAST CONCRETE BEAM D 1 A6.4 1 A6.4 4" HOISTWAY 7'-0" HOISTWAY 8'-8" 6'-0" R.O. NOTE: MINIMUM 90-MINUTE RATING REQUIRED FOR ALL ELEVATOR DOORS. A6.4 6 CLEAR 3'-6" D 1 A6.4 1 A6.4 6'-0" R.O. NOTE: MINIMUM 90-MINUTE RATING REQUIRED FOR ALL ELEVATOR DOORS. A6.4 6 CLEAR 3'-6" 4" HOISTWAY 7'-0" HOISTWAY 8'-8" D 1 A6.4 1 A6.4 6'-0" R.O. NOTE: MINIMUM 90-MINUTE RATING REQUIRED FOR ALL ELEVATOR DOORS. A6.4 6 4" HOISTWAY 7'-0" HOISTWAY 8'-8" CLEAR 3'-6" D 1 A6.4 1 A6.4 6'-0" R.O. NOTE: MINIMUM 90-MINUTE RATING REQUIRED FOR ALL ELEVATOR DOORS. A6.4 6 CLEAR 3'-6" 4" HOISTWAY 7'-0" HOISTWAY 8'-8" CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 1 4 P M A6.1 1632 ENLARGED CORE PLANS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/4" = 1'-0" 1 STAIR S001 PLAN - BASEMENT 1/4" = 1'-0" 2 STAIR S001 PLAN - B1 1/4" = 1'-0" 3 STAIR S001 PLAN - MAIN LEVEL 1/4" = 1'-0" 4 STAIR S001 - MIDDLE LEVEL 1/4" = 1'-0" 5 ELEVATOR PLAN - BASEMENT 1/4" = 1'-0" 6 ELEVATOR PLAN - MAIN LEVEL 1/4" = 1'-0" 8 ELEVATOR PLAN - UPPER LEVEL 1/4" = 1'-0" 7 ELEVATOR PLAN - MIDDLE LEVEL ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 UP DN E EE 3 P8 UP R 12'-7" CHANNEL GLASS WITH GL-4 EXPOSED STEEL COLUMNS PAINTED P-5, TYP. STONE TREAD, ST-3 CONTINUOUS GLASS GUARDRAIL W/MTL HANDRAIL 15 15 A9.2 5 TYP. R 6'-0 " R 11'-6" E EE 3 P8 OPEN TO BELOW DN R 12'-7"OPEN TO BELOW CHANNEL GLASS WITH GL-4 EXPOSED STEEL COLUMNS PAINTED P-5, TYP. STONE TREAD, ST-3 CONTINUOUS GLASS GUARDRAIL W/MTL HANDRAIL CONTINUOUS GLASS GUARDRAIL CONTINUOUS GLASS GUARDRAIL 15 15 STAIR 002 NOTES: 1. FLOOR OPENING EQUAL TO 303 SF. HORIZONTAL PROJECTED AREA OF STAIR EQUAL TO 152 SF FOR ALL LEVELS 2. STAIR TREADS AND RISERS SHALL COMPLY WITH IBC 2015 SECTION 1011.5 AND 1011.9. 3. HANDRAILS SHALL COMPLY WITH IBC 2015 SECTION 1011.11 AND 1014. 4. GUARDRAILS SHALL COMPLY WITH IBC 2015 SECTION 1011.13 AND 1015. R 6 '-0 " R 11'-6" MIN 54" CLEAR 5 A6.2 E EE 3 P8 OPEN TO BELOW R 12'-7"OPEN TO BELOW CHANNEL GLASS WITH GL-3 EXPOSED STEEL COLUMNS PAINTED P-5, TYP. STONE TREAD, ST-3 CONTINUOUS GLASS GUARDRAIL W/MTL HANDRAIL CONTINUOUS GLASS GUARDRAIL CONTINUOUS GLASS GUARDRAIL 15 15 R 6 '-0 " R 11'-6"5 A6.2 42" MIN 1'-6" MIN SMOKE BAFFLE, GL-5 SLOT DIFFUSER GLASS GUARDRAIL, GL-5 T.O. SLAB RE: SECT B.O. FIN. CLG RE: RCP CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 1 6 P M A6.2 1632 ENLARGED STAIR PLANS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/4" = 1'-0" 1 STAIR S002 PLAN - MAIN LEVEL 1/4" = 1'-0" 2 STAIR S002 PLAN - MIDDLE LEVEL 1/4" = 1'-0" 3 STAIR S002 PLAN - UPPER LEVEL 1" = 1'-0" 5 SECTION DETAIL ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 PERMIT 03/05/19 03/16/2019 Curved stair radius must be twice the required width of the stairs or 7'4" (88"). Winder treads shall comply with IBC 1011.5 8'-1 1/4" 1'-4 3/4" 3'-0" 5'-1 1/4" 2'-5 11/32" 8" 7'-5" 1'-5" 8" 7'-5" 3'-2 23/32" 3'-6" 3'-6" ALUMINUM & GLASS STOREFRONT ALUMINUM & GLASS STOREFRONT GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1GL-1 GL-1 GL-1 GL-1GL-1 T.O. SLAB @ UPPER LEVEL 125' - 0" 1'-3 11/16" 7'-5 1/4" 8" ALUMINUM & GLASS STOREFRONT GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 2 A6.4 2 A6.4 P7 HOISTWAY 7'-11" HOISTWAY 8'-4" CLEAR 3'-6" ø 5 ' - 0 " 2'-3 3/16"3'-2 1/2"2'-3 3/16" ELEVATOR CONTROLS, REF -A0.6 30 x 48 A6.37 6'-0" R.O. NOTE: MINIMUM 90-MINUTE RATING REQUIRED FOR ALL ELEVATOR DOORS. 2 A0.5 2 EQ @ 6'-3 1/4" A6.4 4 A6.37 2 A6.4 2 A6.4 P7 P6 P6 P6.2 P6.2 30 x 48 ø 5 ' - 0 " CLEAR 3'-6" 8 1/8" 2'-2 9/16" 2 EQ @ 6'-5" 2'-2 9/16" 8 1/8" 2'-2 9/16" 2 EQ @ 6'-5" 2'-2 9/16" 8 1/8"3 EQ @ 7'-9 1/2"8 1/8" ELEVATOR CONTROLS, REF -A0.6 6'-0" R.O. NOTE: MINIMUM 90-MINUTE RATING REQUIRED FOR ALL ELEVATOR DOORS. 2 A0.5 A6.4 4A6.37 A6.3 8 2 A6.4 2 A6.4 P7 P6 P6 P6.2 P6.2 2 A0.5 A6.37 2 A6.4 2 A6.4 P7 P7 P6 P6 P6.2 P6.2 CLEAR 3'-6" ELEVATOR CONTROLS, REF -A0.6 30 x 48 ø 5 ' - 0 " HOISTWAY 8'-4" HOISTWAY 7'-11" 6'-0" R.O. NOTE: MINIMUM 90-MINUTE RATING REQUIRED FOR ALL ELEVATOR DOORS. 2 A0.5 A6.4 4 SIM T.O. SLAB @ UPPER LEVEL 125' - 0" 8" 7'-5 1/4" 1'-4 3/4" 9'-6" 8" 7'-5 1/4" 3'-2 15/32" ALUMINUM & GLASS STOREFRONT 2 A0.5 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1GL-1 T.O. SLAB @ MAIN LEVEL 100' - 0" 2 A6.4 3'-0" 5'-1 1/4" 1'-3 25/32" ALUMINUM & GLASS STOREFRONT GL-1 GL-1 GL-1 GL-1 GL-1 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 2 4 P M A6.3 1632 ENLARGED PLAZA ELEVATOR PLANS & ELEVATIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/4" = 1'-0" 7 ENLARGED ELEVATION 1/4" = 1'-0" 8 ENLARGED ELEVATION 1/4" = 1'-0" 1 PLAZA ELEV. PLAN - MAIN LEVEL 1/4" = 1'-0" 3 PLAZA ELEV. PLAN - UPPPER LEVEL 1/4" = 1'-0" 4 PLAZA ELEVATOR ROOF PLAN 1/4" = 1'-0" 2 PLAZA ELEV. PLAN - MIDDLE LEVEL 1/4" = 1'-0" 9 ENLARGED EL - PLAZA VESTIBULE W 1/4" = 1'-0" 5 ENLARGED EL - ELEVATOR N ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" T.O. SLAB @ LOWER LEVEL 83' - 10" D T.O. SLAB @ ELEVATOR PIT 77' - 3" 12'-11" OVERRIDE DISTANCE 41'-2" ELEVATOR TRAVEL DISTANCE 6'-7" PIT DEPTH 7'-0" CLEAR 7'-0" CLEAR 7'-0" CLEAR 7'-0" CLEAR 12'-8" 12'-6" 12'-6" 16'-2" 6'-7" 53'-10" HOISTWAY BEAM AS REQ'D BY ELEVATOR MANUFACTURER WATERPROOFING WITH WATER CUT OFFS AND PROTECTION BOARD - SIDES AND BOTTOM SUMP PUMP BASIN COORDINATE SIZE AND LOCATIONS WITH DESIGN BUILD ELEVATOR MANUFACTURER LADDER SWITCH AND LIGHT R-1 A9.1 CONTINUOUS RIGID INSULATION, R-20 TYP. 8'-3" R.O. 8'-3" R.O. 8'-3" R.O. T.O. PARAPIT 141' - 9" T.O. SKYLIGHT 145' - 0" A6.4 3 A6.4 3 A6.4 3 A6.4 3 8'-3" R.O. T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. DECK 137' - 8" T.O. SLAB @ PLAZA 7909' - 2" OVER RIDE DISTANCE 12'-8" ELEVATOR TRAVEL DISTANCE 25'-0" PIT DEPTH 5'-0" 12'-6" 11'-8" 10" 12'-8" 3'-3" 40'-11" P6P6.2 T.O. PARAPIT 141' - 9" 7'-0" CLEAR 8'-3" R.O. 7'-0" CLEAR 8'-3" R.O. 7'-0" CLEAR 8'-3" R.O. HOISTWAY BEAM AS REQ'D BY ELEVATOR MANUFACTURER 2 A0.5 R-5 A9.1 A6.4 5 A6.4 5 A6.4 5 SIM MINERAL WOOL FIRE SAFING CMU INFILL 2" 8 1/8" ED G E O F C L E A R OP E N I N G 8" CMU WALL, 2HR. HOISTWAY DOOR ELEVATOR JAMB 1'-1 5/8" W-5 PARTITION WALL @ SIM MINERAL WOOL FIRE SAFING CMU INFILL EDGE OF CLEAR OPENING 8" CMU WALL, 2HR. HOISTWAY DOOR 2" W-5 PARTITION WALL @ SIM MINERAL WOOL FIRE SAFING FURRING AND GWB INFILL ED G E O F C L E A R OP E N I N G HOISTWAY DOOR 2" ELEVATOR JAMB P-4 A9.2 P-2 A9.2 8" CONCRETE WALL, 2HR. 10 3/4" MINERAL WOOL FIRE SAFING EDGE OF CLEAR OPENING 8" CONCRETE WALL, 2HR. HOISTWAY DOOR 2" FURRING AND GWB INFILL P-2 A9.2 P-4 A9.2 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 2 7 P M A6.4 1632 ELEVATOR SECTIONS & DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/4" = 1'-0" 1 ELEVATOR SECTION 1/4" = 1'-0" 2 Section - Plaza Elevator 3" = 1'-0" 4 DETAIL 3" = 1'-0" 5 DETAIL 3" = 1'-0" 6 DETAIL 3" = 1'-0" 3 DETAIL ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 Grout lifts shall not exceed 5'4 inches unless cleanouts are provided. T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. SLAB @ LOWER LEVEL 83' - 10" P8P7 T.O. LVL B1 - EXISTING GARAGE 89' - 5" .. NE W S T I A R EX I S T I N G S T A I R T O R E M A I N 5'-7" 10'-7" 12'-6" 12'-6" 9 R'S @ 6.82" 5'-1 3/8" 9 R'S @ 6.82" 5'-1 3/8" 9 R's @ 6.89" 5'-2" 10 R's @ 6.89" 5'-9" 9 R's @ 7" 5'-3" 10 R's @ 7" 5'-9 5/8" V. I . F . V. I . F . V. I . F . V. I . F . MIN. CLEAR 7'-0" MIN. CLEAR 7'-0" MIN. CLEAR 7'-0" MIN. CLEAR 7'-0" MIN. CLEAR 7'-0" MIN. CLEAR 8'-1 163/256" A6.5 3 INSULATION; R-20 2 A6.5 2 A6.5 SEE PLAN 1" NOSING TYP. 1 ' - 0 " 2" 1'-11" 6" 34" - 38" HANDRAIL EXTENSION OF HANDRAIL ON WALL BEYOND ALL OPENINGS SHALL BE LIMITED IN SIZE TO PREVENT THE PASSAGE OF A 4" DIAMETER SPHERE UP TO A HEIGHT OF 34" BALUSTER AND BTM. RAIL: TYPE AND CONFIGURATION TO BE DETERMINED BY STAIR MANUF. CHECKER PLATE STL. LANDING, TYP. STL. CHANNEL STAIR AND LANDING SUPPORTS. SIZING AND SPACING BY STAIR MANUF. CHECKER PLATE STEEL TREADS W/ ANGLE SUPPORTS, TYP. NOSING W/ 1/2" RADIUS MAX. STRINGER BY STAIR MANUF. 2 " 6" 6 A6.5 42" MIN GUARDRAIL 34" - 38" HANDRAIL 42" MIN GUARDRAIL ø 0' - 4" ø 0' - 4" WALL PARTITION, SEE PLAN FOR TYPE SEE PLANS 1 1/2" 1 1/4" RD. STD PIPE HANDRAIL TYPICAL RAILING BRACKETS SPACED EQUALLY AT 5' -0" O.C. MAX RD. EXPANSION ANCHOR 2' - 10 " AB V . S T A I R N O S I N G *AT CONCRETE OR CMU PARTITION 1' 11" AT BOTTOM OF RUN 1' AT TOP OF RUN WALL PARTITION, SEE PLAN FOR TYPE RETURN ALL HANDRAIL TERMINATIONS, TYP. TREAD NOSING BELOW 3" 2'-10" TYP. 8'-0" S.O. 2'-10" TYP. 3" 3'-6" TYP. 1 1/2"1 1/2" 3'-6" TYP. 1" 3'-8" 6" 3'-8" 1" 2'-10" TYP. 3" 2'-10" TYP. 3" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" C 1 A6.5 1 A6.5 2 HR RATED SOFFIT BELOW STAIR; PARTITION P2 CLOSED CELL SPRAY FOAM INSULATION, R- CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 2 9 P M A6.5 1632 STAIR SECTIONS AND DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/4" = 1'-0" 1 STAIR S001 SECTION 1 1/2" = 1'-0" 3 STAIR DETAIL 3" = 1'-0" 4 STAIR DETAIL 3" = 1'-0" 5 STAIR DETAIL 1" = 1'-0" 6 STAIR SECTION DETAIL 1/4" = 1'-0" 2 STAIR S001 SECTION ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 PERMIT 03/05/19 03/16/2019 T.O. SLAB @ MAIN LEVEL 100' - 0" T.O. SLAB @ MIDDLE LEVEL 112' - 6" T.O. SLAB @ UPPER LEVEL 125' - 0" T.O. SLAB @ PLAZA 7909' - 2" 3P8P7P6P6.2 EL. = 7885' - 6" RAMP DN CORRIDOR EXISTING GARAGE EXISTING RESTROOM EXISTING RESTROOMEXISTING GARAGE GARAGE EXHAUST LOUVER STAIR LANDING 2 A0.5 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 3 1 P M A6.6 1632 STAIR SECTIONS AND DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/4" = 1'-0" 1 STAIR S003 SECTION ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 C D 3 P8 A6.10 A6.102 30 x 48 ø 5 ' - 0 " ø 5 ' - 0 " A6.1 6 8 6 9 4 A6.10 57 A6.10 10 A6.10 3 1'-6" 1'-6" 1'-6" 5'-0" JANITOR 205 TD 204 MENS 202 WOMENS 203 T-1 T-1 10" 1'-6" 1'-6" 1'-0" 1'-0" 2'-0" 2'-0" 1'-6" WB-1 PTD GYP. BD. (P-1) REFER TO SHEET A0.6 FOR ACCESSIBLE ELEVATOR CONTROL REQ. WB-1 SEMI-RECESSED FIRE EXTINGUISHER CABINET. REFER TO SHEET A0.6 FOR MOUNTING HEIGHT PTD GYP. BD. (P-1) T-2 PTD GYP. BD. (P-1)11 A6.10 TA-1 TA-6 TA-3 TA-4 TA-7 TA-8 SCHEDULED FIXTURE RECESSED BEHIND MIRROR, TOP AND BOTTOM T-2 PTD GYP. BD. (P-1)11 A6.10 TA-1 TA-3 TA-4 TA-6 TA-7 TA-8 SCHEDULED FIXTURE RECESSED BEHIND MIRROR, TOP AND BOTTOM PTD GYP. BD. (P-1) T-2 TA-4 TA-10 PTD GYP. BD. (P-1) T-2 TA-4 TA-10 TA-11 T-2 PTD GYP. BD. (P-1) 5'-0" TYP. TA-7 T-2 PTD GYP. BD. (P-1) OPEN TO BEYOND TA-6 TA-7 T-2 TA-3 TA-9 TA-2 TA-1 4 1/2" 3'-3" 4 1/2" 4'-0" 2'-3" 6" 2'-10" SS-1 MISC STL. TUBE SUPPORT UNDERMOUNT LAVATORY STL. ANGLE LEDGER CERAMIC TILE WAINSCOTING RUNS BEHIND LAVATORY TOP, TOP BUTTS TO THE TILE WALL FLUORESCENT LIGHT FIXTURE ON WOOD 2x4 BLOCKING FRAMELESS MIRROR ON PARTICLE BOARD BACKING FLUORESCENT LIGHT FIXTURE ON WOOD 2x4 BLOCKING REFER TO A0.6 FOR REQ. ACCESSIBLE CLEARANCES MWP-1 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 3 5 P M A6.10 1632 ENLARGED PLANS & ELEVATIONS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1/4" = 1'-0" 1 ENLARGED PLAN 1/4" = 1'-0" 2 LOBBY ELEVATION 1 1/4" = 1'-0" 3 LOBBY ELEVATION 2 1/4" = 1'-0" 4 MEN'S RESTROOM 1/4" = 1'-0" 5 WOMEN'S RESTROOM 1/4" = 1'-0" 6 MEN'S RESTROOM 1/4" = 1'-0" 7 WOMEN'S RESTROOM 1/4" = 1'-0" 8 RESTROOM @ ENTRY 1/4" = 1'-0" 9 RESTROOM @ SINK WALL 1/4" = 1'-0" 10 ADA STALL 1" = 1'-0" 11 LAVATORY COUNTERTOP NOTE: REFER TO SHEET A0.6 ACCESSIBILITY DETAILS FOR ALL TOILET ACCESSORY MOUNTING HEIGHT, FIXTURE CLEARANCES, AND BLOCKING REQUIREMENTS ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 A 11 12 13 B C D E F G H I J AA BB CC DD EE 1 2 3 P8 P7 P6 K P6.2 15 15A.F.F.11' - 0" A.F.F.12' - 9 1/2" A.F.F.12' - 0" 2 HR DROPPED CEILING, PARTITION P2 DATA CENTER 004 STORAGE 002 ELECTRICAL 003 GENERATOR 007 MECHANICAL 005 VESTIBULE 001 ELEV 000 PUMP ROOM 008 STORAGE 006 2 HR SOFFIT AT MECHANICAL SHAFT, PARTITION P2 14'-1"24'-0"19'-11"22'-1"17'-11"20'-0"20'-0"11'-10"18'-9"22'-0" 29'-4" 21'-11" 18'-11" 18'-4" 23'-3" 1'-5" A.F.F.10' - 6" EXISTING GARAGE TO REMAIN AS-IS ACT-1 SUSPENDED 5/8" GYP. BD. CEILING OR SOFFIT, 9'-0" A.F.F. UNLESS OTHERWISE STATED IN PLAN. RCP LEGEND 5/8" GLASS MAT OVER COLD FORMED FRAMING, PAINT SKIM COAT PLASTER P-1 MTL-2 EXPOSED CEILING CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 3 6 P M A7.1 1632 LOWER LEVEL REFLECTED CEILING PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 RCP - LOWER LEVEL ISSUE: DATE: PERMIT 02/07/18 03/16/2019 A 11 12 13 B C D E F G H I J AA BB CC DD EE 1 2 3 P8 P7 P6 VEST 107 LOBBY 101 MENS 102 STAIR S001 TRASH 108 K P6.2 2 HR SOFFIT BELOW STAIR, PARTITION P9 A.F.F.10' - 6" A.F.F.9' - 0" A.F.F.10' - 6" A.F.F.10' - 2" A.F.F.8' - 0" JANITOR 105 TD 104 WOMENS 103 ELEC 106 OFFICE 209 C C C C C EQ EQ EQ EQ C NOTE: RE: ELECT DWGS LAYOUT FOR OFFICE LIGHTING LAYOUT GLASS SMOKE BAFFLE TO EXTEND 18" BELOW FINISHED CEILING HEIGHT LIGHT COVE TOP AND BOTTOM OF MIRROR, SEE ELEVATION A A B22 B22 LIGHT & VENT COVE WITH ALUMINUM LINEAR BAR GRILLE A.F.F.10' - 6" 5'-2" 8'-10" 14'-1" 24'-0" 19'-11" 22'-1" 17'-11" 20'-0" 20'-0" 11'-10"18'-9" 22'-0" 17'-5" 16'-2" 18'-7" 27'-9" 29'-4" 21'-11" 18'-11" 18'-4" 23'-3" 1'-5" A EXISTING GARAGE TO REMAIN AS-IS F F F F D D SA SA S A SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 15 15 SLOT DIFFUSER UNIT HEATER WITH FRAMELESS ACCESS PANEL CENTERED IN ROOM ACT-1 SUSPENDED 5/8" GYP. BD. CEILING OR SOFFIT, 9'-0" A.F.F. UNLESS OTHERWISE STATED IN PLAN. RCP LEGEND 5/8" GLASS MAT OVER COLD FORMED FRAMING, PAINT SKIM COAT PLASTER P-1 MTL-2 EXPOSED CEILING CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 3 9 P M A7.2 1632 MAIN LEVEL REFLECTED CEILING PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 RCP - MAIN LEVEL ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 A 11 12 13 B C D E F G H I J AA BB CC DD EE 1 2 3 P8 P7 P6 STAIR S001 CORRIDOR 207 K P6.2 CLOSED CELL SPRAY FOAM INSULATION, R-20 MIN., OVER 2HR SPRAY APPLIED FIREPROOFING C C C GLASS SMOKE BAFFLE TO EXTEND 18" BELOW FINISHED CEILING HEIGHT LIGHT COVE TOP AND BOTTOM OF MIRROR, SEE ELEVATION A A B22 B22 LIGHT & VENT COVE WITH ALUMINUM LINEAR BAR GRILLE A D D 14'-1" 24'-0" 19'-11" 22'-1" 17'-11" 20'-0" 20'-0" 11'-10"18'-9" 22'-0" 17'-5" 16'-2" 18'-7" 27'-9" 29'-4" 21'-11" 18'-11" 18'-4" 23'-3" 1'-5" 5'-2" 8'-10" A.F.F.11' - 10" A.F.F.9' - 6" ELEC 206 WOMENS 203 MENS 202 JANITOR 205 TD 204 OFFICE 209 NOTE: RE: ELECT DWGS LAYOUT FOR OFFICE LIGHTING LAYOUT EXISTING GARAGE TO REMAIN AS-IS A.F.F.8' - 0"A.F.F.8' - 0" D SA 15 15 SPRAY APPLIED FIREPROOFING OVER CLOSED CELL SPRAY FOAM INSULATION, R-40 FOR ALL CONDITIONED SPACE BELOW EXTERIOR PLAZA EXTENTS SPRAY APPLIED FIREPROOFING OVER CLOSED CELL SPRAY FOAM INSULATION, R-40 FOR ALL CONDITIONED SPACE BELOW EXTERIOR PLAZA EXTENTS ACT-1 SUSPENDED 5/8" GYP. BD. CEILING OR SOFFIT, 9'-0" A.F.F. UNLESS OTHERWISE STATED IN PLAN. RCP LEGEND 5/8" GLASS MAT OVER COLD FORMED FRAMING, PAINT SKIM COAT PLASTER P-1 MTL-2 EXPOSED CEILING CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 4 1 P M A7.3 1632 MIDDLE LEVEL REFLECTED CEILING PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 RCP - MIDDLE LEVEL ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 Provide special inspection reports and approvals for spray applied fireproofing 12 13 B C D E F AA BB CC DD EE 1 2 3 P8 P7 P6 MEETING ROOM 309 SLOPED CEILING VEST 307 P6.2 29'-4" 21'-11" 18'-11" 18'-4" 23'-3" 1'-5" 8'-10" 24'-0" 19'-11" 22'-1" 17'-11" 17'-5" 16'-2" 18'-7" 27'-9" A.F.F.11' - 0" SLOPED CEILING WOMENS 303 MENS 302 JANITOR 305 TD 304 ELEC 306 MEETING ROOM 310 C C C A A B22 B22 A LIGHT COVE TOP AND BOTTOM OF MIRROR, SEE ELEVATION LIGHT & VENT COVE WITH ALUMINUM LINEAR BAR GRILLE NOTE: RE: ELECT DWGS LAYOUT FOR OFFICE & MEETING ROOM LIGHTING LAYOUT NOTE: RE: ELECT DWGS LAYOUT FOR MEETING ROOM LIGHTING LAYOUT OFFICE 308 LOBBY 301 A.F.F.11' - 0" F F F F F F F F SA SA SA OPEN TO ABOVE 15 15 SLOT DIFFUSER UNIT HEATER WITH FRAMELESS ACCESS PANEL CENTERED IN ROOM ACT-1 SUSPENDED 5/8" GYP. BD. CEILING OR SOFFIT, 9'-0" A.F.F. UNLESS OTHERWISE STATED IN PLAN. RCP LEGEND 5/8" GLASS MAT OVER COLD FORMED FRAMING, PAINT SKIM COAT PLASTER P-1 MTL-2 EXPOSED CEILING CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 4 3 P M A7.4 1632 UPPER LEVEL REFLECTED CEILING PLAN AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3/32" = 1'-0" 1 RCP - UPPER LEVEL ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 6" SIGN PANEL COLOR TO BE DETERMINED BY ARCHITECT BRAILLE BELOW CORRESPONDING TEXT WOMEN 1 3/4" 1/4" 5/8" 1/4" 8" GRAPHIC TO BE CENTERED IN 5" x 5" AREA 6" SIGN PANEL COLOR TO BE DETERMINED BY ARCHITECT BRAILLE BELOW CORRESPONDING TEXT MEN 1 3/4" 1/4" 5/8" 1/4" 8" GRAPHIC TO BE CENTERED IN 5" x 5" AREA 6" SIGN PANEL COLOR TO BE DETERMINED BY ARCHITECT BRAILLE BELOW CORRESPONDING TEXT STAIR 1 3/4" 1/4" 5/8" 1/4" 8" GRAPHIC TO BE CENTERED IN 5" x 5" AREA 6"SIGN PANEL COLOR TO BE DETERMINED BY ARCHITECT BRAILLE BELOW CORRESPONDING TEXT IN CASE OF FIRE USE STAIRS 2 1/4" 10" GRAPHIC TO BE CENTERED IN 5" x 5" AREA 1/2" 1/2" 1/2" 6" SIGN PANEL COLOR TO BE DETERMINED BY ARCHITECT BRAILLE BELOW CORRESPONDING TEXT EXIT 1 3/4" 1/4" 5/8" 1/4" 8" GRAPHIC TO BE CENTERED IN 5" x 5" AREA 6" SIGN PANEL COLOR TO BE DETERMINED BY ARCHITECT BRAILLE BELOW CORRESPONDING TEXT ROOM NAME 1 3/4" 1/4" 5/8" 1/4" 6" 2" 5'-0" DOOR WALL SURFACE SEPARATION FROM DOOR FRAME TO EDGE OF SIGN SIGN PANEL PER SCHEDULE MAX HEIGHT A.F.F. TO T.O. SIGN CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 4 4 P M A8.1 1632 SIGNAGE SCHEDULE, SIGN TYPES & DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 6" = 1'-0" 1 SIGNAGE TYPE 1 6" = 1'-0" 2 SIGNAGE TYPE 2 6" = 1'-0" 3 SIGNAGE TYPE 3 6" = 1'-0" 4 SIGNAGE TYPE 4 6" = 1'-0" 5 SIGNAGE TYPE 5 6" = 1'-0" 6 SIGNAGE TYPE 6 SIGNAGE SCHEDULE LOCATION MESSAGE SIGN TYPE MOUNTING SURFACE COMMENTS BASEMENT 001 - TYPE 3 CMU MOUNTED OUTSIDE OF STAIRWELL, ADJACENT TO DOOR 002 STORAGE TYPE 6 CMU MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 003 ELECTRICAL TYPE 6 CMU MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 004 DATA CENTER TYPE 6 CMU MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 005 MECHANICAL TYPE 6 CMU MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 006 - TYPE 4 CMU MOUNTED ADJACENT TO ELEVATOR DOORS 007 GENERATOR TYPE 6 CMU MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 008 PUMP ROOM TYPE 6 CMU MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR S001 BASEMENT TYPE 6 CMU MOUNTED INSIDE OF STAIRWELL, ADJACENT TO DOOR MAIN LEVEL 102 - TYPE 2 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 103 - TYPE 1 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 104 TELE DATA TYPE 6 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 105 JANITOR TYPE 6 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 106 ELECTRICAL TYPE 6 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 108 TRASH TYPE 6 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 109 - TYPE 3,4,5 CMU & GYP. BD. TYPE 3: MOUNTED OUTSIDE OF STAIRWELL, ADJACENT TO DOOR, TYPE 4: MOUNTED ADJACENT TO ELEVATOR DOORS, TYPE 5: MOUNTED OUTSIDE OF STAIRWELL, ADJACENT TO DOOR 110 - TYPE 4 GYP. BD. MOUNTED ADJACENT TO ELEVATOR DOORS S001 MAIN LEVEL TYPE 6 CMU MOUNTED INSIDE OF STAIRWELL, ADJACENT TO DOOR MIDDLE LEVEL 202 - TYPE 2 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 203 - TYPE 1 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 204 TELE DATA TYPE 6 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 205 JANITOR TYPE 6 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 206 ELECTRICAL TYPE 6 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 208 - TYPE 4 GYP. BD. MOUNTED ADJACENT TO ELEVATOR DOORS 209 - TYPE 3,4,5 CMU & GYP. BD. TYPE 3: MOUNTED OUTSIDE OF STAIRWELL, ADJACENT TO DOOR, TYPE 4: MOUNTED ADJACENT TO ELEVATOR DOORS, TYPE 5: MOUNTED OUTSIDE OF STAIRWELL, ADJACENT TO DOOR S001 SECOND LEVEL TYPE 6 CMU MOUNTED INSIDE OF STAIRWELL, ADJACENT TO DOOR UPPER LEVEL 301 - TYPE 4 GYP. BD. MOUNTED ADJACENT TO ELEVATOR DOORS 302 - TYPE 2 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 303 - TYPE 1 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 304 TELE DATA TYPE 6 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 305 JANITOR TYPE 6 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 306 ELECTRICAL TYPE 6 GYP. BD. MOUNTED OUTSIDE OF ROOM, ADJACENT TO DOOR 311 - TYPE 4 GYP. BD. MOUNTED ADJACENT TO ELEVATOR DOORS 1/2" = 1'-0" 7 SIGNAGE INSTALL AT DOOR ISSUE: DATE: PERMIT 02/07/18 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 4 4 P M A9.0a 1632 UL DESIGNS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O ISSUE: DATE: PERMIT 02/07/18 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 4 5 P M A9.0b 1632 UL DESIGNS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O ISSUE: DATE: PERMIT 02/07/18 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 4 6 P M A9.0c 1632 UL DESIGNS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O ISSUE: DATE: PERMIT 02/07/18 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 4 7 P M A9.0d 1632 UL DESIGNS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O ISSUE: DATE: PERMIT 02/07/18 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 4 8 P M A9.0e 1632 UL DESIGNS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O ISSUE: DATE: PERMIT 02/07/18 03/16/2019 RIGID INSULATION, R-40 MIN. ADDITIONAL INSULATION REQUIRED TO SLOPE TO DRAINS. RE: ENLARGED ROOF PLAN. ROOF MEMBRANE COVER BOARD STEEL BEAM; REF. STRUCT. METAL DECK; REF. STRUCT. SPRAY APPLIED FIREPROOFING UL #D710 MIN R-VALUE OF 40 FOR ASSEMBLY STL. BEAM - REF. STRUCT. CONC. SLAB - REF. STRUCT. STL. DECKING - REF. STRUCT. NOTE: REFER TO RCP FOR FINISHED CEILING INFORMATION SPRAY APPLIED FIREPROOFING CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY SLAB ON METAL DECK. SLAB TO SLOPE TO DRAIN LOCATIONS AT MIN 1/8" PER FT. RE: STRUCT DWGS CLOSED CELL SPRAY FOAM INSULATION, R-40 SAND SETTING BED CONC. UNIT PAVER; REF. LANDSCAPE DRAINAGE BOARD FILTER FABRIC SPRAY APPLIED FIREPROOFING UL #D710 15 MIN THERMAL BARRIER MIN R-VALUE OF 40 FOR ASSEMBLY METAL DECK; REF. STRUCT. SPRAY APPLIED FIREPROOFING PROTECTION BOARD ROOF MEMBRANE TAPERED INSULATION, RE: ROOF PLAN FOR SLOPE VEGETATION LIGHTWEIGHT GROWING MEDIA FILTER FABRIC OVER DRAINAGE BOARD SLAB ON METAL DECK; REF. STRUCT. CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY CLOSED CELL SPRAY FOAM INSULATION, R-40 SPRAY APPLIED FIREPROOFING UL #D710 15 MIN THERMAL BARRIER MIN R-VALUE OF 40 FOR ASSEMBLY UNDISTURBED GRADE OR ENGINEERED FILL PER GEO-TECH REPORT 15 MIL POLYETHYLENE VAPOR BARRIER 4" MIN. -GRAVEL PER GEO-TECH REPORT 4" CONCRETE SLAB, REF. STRUCT. FINISHED FLOOR -RE: FINISH SCHEDULE 5/8" GWB. VENEER MORTAR CEMENT BOARD 6" MTL STUD FRAMING W/R-24 BATT INSULATION VAPOR BARRIER EXT. SHEATHING VAPOR PERMEABLE WEATHER BARRIER 1 1/2" CONT. XPS INSUL, R-8 ST-1 MIN. R-VALUE OF 30 FOR ASSEMBLY 5/8" GWB. 6" MTL STUD FRAMING W/R-24 BATT INSULATION VAPOR BARRIER EXT. SHEATHING MTL-1 VAPOR PERMEABLE WEATHER BARRIER 1 1/2" CONT. XPS INSUL, R-8 MIN R-VALUE OF 30 FOR ASSEMBLY STL. BEAM - REF. STRUCT. CONC. SLAB - REF. STRUCT. STL. DECKING - REF. STRUCT. NOTE: REFER TO RCP FOR FINISHED CEILING INFORMATION SPRAY APPLIED FIREPROOFING CLOSED CELL SPRAY FOAM INSULATION, SEE WALL SECT. FOR R- VALUE 15 MIN THERMAL BARRIER CONC. SLAB - REF. STRUCT. UNDERSLAB RIGID INSULATION, R-20 EXISTING GARAGE STRUCTURE CLOSED CELL SPRAY FOAM INSULATION, R-20 15 MIN THERMAL BARRIER VENEER MORTAR CEMENT BOARD VAPOR PERMEABLE WEATHER BARRIER 1 1/2" CONT. XPS INSUL, R-8 ST-1 8" CMU NEW CONC. TOPPING SLAB - REF. STRUCT. EXISTING PRECAST CONCRETE TEES CONTINUOUS WATERPROOF MEMBRANE ASSEMBLY DRAINAGE BOARD MTL-1 VAPOR PERMEABLE WEATHER BARRIER 1 1/2" CONT. XPS INSUL, R-8 8" CMU ROOF MEMBRANE COVER BOARD STEEL BEAM; REF. STRUCT. METAL DECK; REF. STRUCT. SPRAY APPLIED FIREPROOFING UL #D710 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 5 0 P M A9.1 1632 ROOF, WALL, AND FLOOR ASSEMBLIES AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O R-1 ROOF OVER HEATED SPACE - 1HR RATED C-1 STRUCT. COMPOSITE DECK - 1HR RATED R-3 PAVERS OVER DECKING - 1HR RATEDR-4 CANOPY ROOF - 1 HR RATED R-2 INTENSIVE GARDEN ROOF OVER HEATED SPACE - 1HR RATED F-1 SLAB ON GRADE W-1 ST-1 ASSEMBLYW-2 MTL-1 ASSEMBLY C-2 STRUCT. COMPOSITE DECK W/INSULATION - 1HR RATED C-3 CONC. SLAB OVER EXISTING GARAGE W-3 W-3_ST-1 ASSEMBLY_CMU C-4 GARAGE SLAB W/NEW WATERPROOFING W-4 MTL-1 ASSEMBLY_CMU DESIGN: UL#P819DESIGN: UL#D832DESIGN: UL#D832 DESIGN: UL#D832 DESIGN: UL#D832 R-5 ROOF OVER PLAZA ELEVATOR - 2 HR DESIGN: UL#P819DESIGN: UL#D832 ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 BASE PLAN HEAD UNDERSIDE OF STRUCTURE OR CLG CONT. ACOUSTICAL SEALANT AT PERIMETER, APPLIED BEFORE GYP. BD. TEAR AWAY BEAD AT CLG. 3 1/2" SAFB INSULATION AT (A) ONLY 3 5/8" STL. STUDS AT 24" O.C. MAX 5/8" GYP. BD. AS SHOWN. CONT. STL. RUNNER T&B FINISH FLOORING - SEE FINISH SCHEDULE LINE OF STRUCTURE 4 7/8" 3 1/2" UNDERSIDE OF RATED ASSEMBLY CONT. ACOUSTICAL SEALANT AT PERIMETER, APPLIED BEFORE GYP. BD. TEAR AWAY BEAD AT CLG. 1 1/2" SAFB INSULATION AT (A) ONLY 2 1/2" STL. "CH" STUDS AT 24" O.C MAX. 2 LAYERS 1/2" TYPE C GYP. BD. AS SHOWN CONT. STL. "J" RUNNER T&B FINISH FLOORING - SEE FINISH SCHEDULE LINE OF STRUCTURE 1" THK. GYPSUM LINER PANEL BASE PLAN HEAD BASE PLAN HEAD CONT. ACOUSTICAL SEALANT AT PERIMETER, APPLIED BEFORE GYP. BD. TEAR AWAY BEAD AT CLG. WALL SURFACE, SHIM CHANNELS AS REQ'D 7/8" STL. FURRING CHANNELS AT 24" O.C MAX. 5/8" GYP. BD. AS SHOWN FINISH FLOORING -SEE FINISH SCHEDULE LINE OF STRUCTURE UNDERSIDE OF STRUCTURE OR CEILING 1 1/2" BASE PLAN HEAD 2 1/2" CONT. ACOUSTICAL SEALANT AT PERIMETER, APPLIED BEFORE GYP. BD. TEAR AWAY BEAD AT CLG. 1 1/2" SAFB INSULATION @ (A) ONLY 1 5/8" STL. STUDS AT 24" O.C MAX. 5/8" GYP. BD. AS SHOWN FINISH FLOORING - SEE FINISH SCHEDULE LINE OF STRUCTURE UNDERSIDE OF STRUCTURE OR CEILING BASE PLAN HEAD CONT. ACOUSTICAL SEALANT AT PERIMETER, APPLIED BEFORE GYP. BD. TEAR AWAY BEAD AT CLG. 3 1/2" MAX. BATT INSULATION ONE SIDE AT (A) ONLY 1 5/8" STL. STUDS AT 24" O.C MAX. 5/8" CEMENT BACKER UNIT WHERE REQ'D FINISH FLOORING - SEE FINISH SCHEDULE LINE OF STRUCTURE UNDERSIDE OF STRUCT. OR CEILING 5/8" GYP. BD. AS SHOWN CONT. STL. RUNNER T&B STL. RUNNER BRACING AT 48" O.C. MAX. 10" MIN CONT. FIRE BARRIER CAULK AT PERIMETER, APPLIED AFTER GYP BD PARTITION NOTES: PARITIONS ARE TYPE P-1 UNLESS LABELED OTHERWISE. STRUCTURAL FIRE RESISTANCE RATINGS SHALL BE NOT LESS THAN THE RATINGS REQUIRED FOR THE FIRE- RESISTANCE RATED ASSEMBLIES SUPPORTED BY THE STRUCTURAL MEMBERS. ALL GYP. BD. PARITIONS DESIGNATED 'A' ARE TO RECEIVE ACCOUSTIC INSULATION AS SPECIFIED. DRAWINGS ARE FOR REQUIRED CODE AND GENERAL DESIGN INTENT. SUBCONTRACTOR IS TO REVIEW PARTITION TYPES AS THEY RELATE TO UL DESIGNATIONS AND BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION. ALL PARTITIONS TO ACCOMMODATE STRUCTURAL DEFLECTION. PROVIDE DEEP LEG SLOTTED HEAD TRACK. HOLD GYP. BD. DOWN FROM DECK AS INDICATED. DO NOT FASTEN GYP. BD. TO RUNNER. FIRE-BARRIER CAULK TO BE OFF-WHITE. ALL GYP. BD. FRAMING DIMENTIONS ARE NOMINAL U.N.O. THE TERM GYP. BD. AS USED ON A9.2 IS GENERIC. REFER TO SPEC.'S FOR ADDITIONAL INFORMATION. FIRE RATED ASSEMBLY PENETRATIONS & JOINTS: UL C-AJ-1020 2HR ONE METALIC PIPE/CONDUIT THROUGH CONC. OR CMU WALL UL C-AJ-2030 2HR MULT FIBER OPTIC CABLE THROUGH CONC. OR CMU WALL UL C-AJ-2005 2HR NONMETALIC PIPE/CONDUIT THROUGH CONC. OR CMU WALL UL C-AJ-3030 2HR CABLE BUNDLE THROUGH CONC. OR CMU WALL UL C-AJ-5001 2HR SINGLE INSULATED METALPIPE THROUGH CONC. OR CMU WALL UL C-AJ-5003 2HR SINGLE INSULATED METAL PIPE THROUGH CONC. OR CMU WALL UL C-AJ-8001 1HR/2HR MULT PENETRATIONS THROUGH CONC. OR CMU WALL UL F-A-1013 2HR METAL PIPE/CONDUIT THROUGH CONC. SLAB OVER MTL DECK UL F-A-3012 3HR MULT. CABLE BUNDLES THROUGH CONC. SLAB OVER MTL DECK UL F-A-5022 2HR INSUL. METAL PIPE/CONDUIT THROUGH CONC. SLAB OVER MTL DECK UL HW-D-0262 WALL TO FLOOR JOINT UL W-L-1001 1HR/2HR SINGLE PIPE/CONDUIT THROUGH GYPSUM WALLBOARD ASSEMBLY UL W-L-2002 1HR/2HR NONMETALLIC PIPE/CONDUIT THROUGH GYP. BD ASSEMBLY UL W-L-2005 1HR/2HR NONMETALLIC PIPE THROUGH GYP B ASSEMBLY UL W-L-3001 1HR/2HR CABLE THROUGH GYPSUM WALLBOARD ASSEMBLY UL W-L-3031 1HR/2HR CABLE BUNDLE THROUGH GYPSUM WALLBOARD ASSEMBLY UL W-L-5001 1HR/2HR SINGLE INSULATED PIPE THROUGH GYP BD ASSEMBLY BASE PLAN HEAD 3 5/8" STL. STUDS AT 24" O.C. MAX; 6" STL. STUDS AT 24" O.C. MAX @ (B) ONLY 5/8" GYP. BD. AS SHOWN. CONT. STL. RUNNER T&B FINISH FLOORING - SEE FINISH SCHEDULE LINE OF STRUCTURE 4 7/8" REINFORCE TOP OF PARTITION AS REQ'D PROVIDE REINFORCING AS REQ'D UNDERSIDE OF STRUCTURE OR CLG NOTE: STAGGER LOCATION OF ALL OUTLETS SHOWN BACK TO BACK ON ELECTRICAL DWGS RATED PARTITIONS: WRAP ALL SIDES OF ELEC/COMM BOX WITH 3M BRAND FIRE BARRIER MPP-4S MOLDABLE PUTTY PAD NON-RATED PARTITIONS: COVER ALL SIDES OF ELEC/COMM BOX WITH ACOUSTICAL SEALANT JUNCTION BOXES SEPARATED BY METAL STUD. PLAN 3/8" THK. MORTAR BED CONCRETE BLOCK: CLASS D-2 HORIZONTAL LADDER TIES @ 16" O.C. (VERT.) STABILIZERS: SEE STRUCTURAL DWGS. LEAVE SPACE FOR DEFLECTION, FILL GAP WITH FIRE BARRIER CAULK UNDERSIDE OF RATED ASSEMBLY LINE OF STRUCTURE NOTE: APPLIES TO BEARING AND NON- BEARING PARTITIONS BASE PLAN HEAD VERTICAL DEFLECTION GAP; RE: STRUCT B.O. STRUCT COLD ROLLED CHANEL -PLACE WITHIN 12" OF SLIP TRACK ATTACH DEEP LEG TRACK TO STRUCT. AS REQ. GAP BETWEEN TRACK AND GYP. SIM. TO DEFLECTION GAP PROVIDE DEFLECTION TRACK AT ALL INTERIOR PARTITIONS, COORD. WITH STC RATINGS BASE PLAN HEAD CONT. ACOUSTICAL SEALANT AT PERIMETER, APPLIED BEFORE GYP. BD. TEAR AWAY BEAD AT CLG. WALL SURFACE, SHIM CHANNELS AS REQ'D 7/8" STL. FURRING CHANNELS AT 24" O.C MAX. 5/8" GYP. BD. AS SHOWN FINISH FLOORING -SEE FINISH SCHEDULE LINE OF STRUCTURE UNDERSIDE OF STRUCTURE OR CEILING 5 1/2" 4" CONTINUOUS RIGID INSULATION SPRAY-APPLIED FIRE RESISTIVE MATERIAL APPLIED TO THICKNESS APPROPRIATE TO COLUMN SIZE AND HOUR RATING REQUIRED STL. COLUMN, SEE STRUCTURAL DWG'S 1 HOUR RATING FOR ALL LOCATIONS U.O.N. 2HR RATING FOR ALL LOCATIONS NOTED 3(A); RE: STRUCT. PLANS BASE PLAN HEAD UNDERSIDE OF STRUCTURE OR CLG CONT. ACOUSTICAL SEALANT AT PERIMETER, APPLIED BEFORE GYP. BD. TEAR AWAY BEAD AT CLG. R-24 BATT INSULATION 6" STL. STUDS AT 24" O.C. MAX 5/8" GYP. BD. AS SHOWN. CONT. STL. RUNNER T&B FINISH FLOORING - SEE FINISH SCHEDULE LINE OF STRUCTURE 7 1/4" 5/8 GYP. BD. STL. COLUMN, SEE STRUCTURAL DWG'S 1 HOUR RATING FOR 8X8 TUBE SHAPE MIN. TS 4x4 x 0.188 1" G.B. MIN. TS 8x8 x 0.250 5/8" G.B. 1 5/8" STEEL C CHANNEL INTUMESCENT COATING APPLIED TO THICKNESS APPROPRIATE TO COLUMN SIZE AND HOUR RATING REQUIRED STL. COLUMN, SEE STRUCTURAL DWG'S 1 HOUR RATING FOR ALL CONDITIONS U.O.N. 2HR RATING FOR ALL LOCAITONS NOTED 5(A). RE: STRUCT. PLANS INTUMESCENT COATING APPLIED TO THICKNESS APPROPRIATE TO COLUMN SIZE AND HOUR RATING REQUIRED STL. COLUMN, SEE STRUCTURAL DWG'S SPRAY-APPLIED FIRE RESISTIVE MATERIAL APPLIED TO THICKNESS APPROPRIATE TO COLUMN SIZE AND HOUR RATING REQUIRED STL. COLUMN, SEE STRUCTURAL DWG'S 1 HOUR RATING FOR ALL LOCATIONS U.O.N. 2HR RATING FOR ALL LOCATIONS NOTED 3(A); RE: STRUCT. PLANS CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 5 2 P M A9.2 1632 PARTITIONS TYPES AND DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O P-1 5" PARTITION - NON RATED STC: 40 (A) 49 P-2 SHAFTWALL - 2HR RATED DESIGN: UL# U415 OR U438 STC: 39 (A) 47 P-3 1 1/2" FURRED PARTITION STC: N/A DESIGN: N/A DESIGN: N/A P-4 2 1/2" FURRED PARTITION DESIGN: N/A STC: N/A P-6 PARTITION W/CHASE - 1HR RATED DESIGN: N/A STC: N/A DESIGN: UL# U420 STC: N/A P-7 5" PARTIAL HEIGHT PARTITION DESIGN: N/A STC: N/A 1 JUNCTION BOX FLANKING P-8 8" CMU PARTITION - 2HR RATED DESIGN: UL#U905 STC: N/A 2 DEFLECTION TRACK P-5 1 1/2" FURRED PARTITION 3 COLUMN COVER - 1HR/ 2HR RATED DESIGN: UL# X827 P-9 7 1/4" PARTITION - NON RATED 7 COLUMN COVER - 1HR RATED DESIGN: UL# X528 5 COLUMN COVER - 1HR/2HR RATED DESIGN: UL# Y614 6 COLUMN COVER - 1HR RATED DESIGN: UL# X649 4 COLUMN COVER - 1HR/ 2HR RATED DESIGN: UL# X827 ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 PRE-FINISHED COPING MTL-1 WEATHER BARRIER TO LAP GREEN ROOF MEMBRANE EXT. SHEATHING CONT. ALUMINUM PERFORATED ANGLE STONE BALLAST PAVER, RE: LANSCAPE DWGS CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY 42" MIN SLOPE W-1 A9.1 SLOPE CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY INSTALLED PER MANUF.'S RECOMMENDATIONS FLASHING ALUMINUM STOREFRONT SYSTEM CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY INSTALLED PER MANUF.'S RECOMMENDATIONS FLASHING 10" GRAVEL, RE: LANDSCAPE DWGS CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY INSTALLED PER MANUF.'S RECOMMENDATIONS MIN SOIL DEPTH 1'-3" 10" VAPOR PERMEABLE WEATHER BARRIER TO LAP GREEN ROOF MEMBRANE ASSEMBLY ST-2 W-1 A9.1 1'-3" 2 1/2" RIGID BOARD INSULATION, R-20 AT ALL FOUNDATION WALLS ADJACENT TO AREA WELLS CONCRETE FOUNDATION WALL; REF. STRUCT. W-1 A9.1 INSULATION, R-20 6" ALUMINUM FLASHING FROM BETWEEN SIDING AND STL ANGLE AND TURNED DOWN TO GRATE WITH DRIP EDGE. AREA WELL GRATE STEEL ANGLES, RE: STRUCTURAL DRAWINGS FLEXIBLE FLASHING LAP OVER ALUMINUM FLASHING AND EXTEND UP WALL. RIGID BOARD INSULATION, R-20 AT ALL FOUNDATION WALLS ADJACENT TO AREA WELLS CONCRETE FOUNDATION WALL; REF. STRUCT. W-2 A9.1 INSULATION, R-20 6" AREA WELL GRATE STEEL ANGLE, RE: STRUCTURAL DRAWINGS PRE-FINISHED COPING MTL-1 WEATHER BARRIER TO OVERLAP GREEN ROOF MEMBRANE EXT. SHEATHING CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY INSTALLED PER MANUF. RECOMMENTATIONS W-2 A9.1 VEGETATION RIGID INSULATION FILTER FABRIC OVER DRAINAGE BOARD LIGHTWEIGHT GROWING MEDIA CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY INSTALLED PER MANUF. RECOMMENTATIONS WEATHER BARRIER TO OVERLAP GREEN ROOF MEMBRANE W-2 A9.1 VEGETATION LIGHTWEIGHT GROWING MEDIA FILTER FABRIC OVER DRAINAGE BOARD PRE-FINISHED COPING WEATHER BARRIER TO LAP ROOF MEMBRANE ROOF MEMBRANE, FULLY ADHERED, INSTALLED PER MANUF.'S RECOMMENDATIONS TAPERED INSULATION COVER BOARD REINFORCED PERIMETER FASTENING STRIP W-2 A9.1 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 5 4 P M A9.3 1632 EXTERIOR CONSTRUCTION DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1 1/2" = 1'-0" 2 DETAIL 1 1/2" = 1'-0" 4 DETAIL 1 1/2" = 1'-0" 3 DETAIL 1 1/2" = 1'-0" 8 DETAIL 1 1/2" = 1'-0" 5 DETAIL 1 1/2" = 1'-0" 1 DETAIL 1 1/2" = 1'-0" 6 DETAIL 1 1/2" = 1'-0" 7 DETAIL 1 1/2" = 1'-0" 9 DETAIL 1 1/2" = 1'-0" 10 DETAIL ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 SLOPE WEATHER BARRIER TO LAP GREEN ROOF MEMBRANE PAVER, RE: LANSCAPE DWGS CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY INSTALLED PER MANUF. RECOMMENDATIONS PRE-FINISHED COPING R-1 FLASHING ALUMINUM & GLASS CURTAIN WALL GL-7 R-20 INSULATION @ SPANDREL PANEL LOCATIONS SLOPE CONCRET CURB6" CONTINUOUS GREEN ROOF MEMBRANE BELOW CONCRETE CURB PAVER. RE: R-3/A9.1 FOR ROOF ASSEMBLY PLANTING AREA. RE: R-2/A9.1 FOR ROOF ASSEMBLY ALUMINUM & GLASS CURTAIN WALL FIRESTOPPING R-20 INSULATION @ SPANDREL PANEL LOCATIONS. C-1 A9.1 STEEL CLIP ANGLE, RE: MANUFACTURER ALUMINUM & GLASS CURTAIN WALL FIRESTOPPING R-20 INSULATION @ SPANDREL PANEL LOCATIONS. C-2 A9.1 STEEL CLIP ANGLE, RE: MANUFACTURER CHANNEL FASCIA, RE: STRUCTURAL DWGS SEALANT AND BACKER ROD MTL-2 1/2" 1 1/2"EDGE REVEAL 1'-6" MTL STUD FRAMING CHANNEL GLASS, GL-3 CAST ALUMINUM SIGNAGE MTL-2 STEEL PLATE C-2 A9.1 EDGE REVEAL 1 1/2" COLUMN BEYOND, RE: STRUCTURAL SLOPE TO DRAIN RIGID BOARD INSULATION, R-20 AT ALL FOUNDATION WALLS ADJACENT TO AREA WELLS CONCRETE FOUNDATION WALL; REF. STRUCT. W-1 A9.1 INSULATION, R-20 ALUMINUM FLASHING WITH DRIP EDGE. AREA WELL GRATE STEEL ANGLE, RE: STRUCTURAL DRAWINGS C-2 A9.1 CHANNEL FASCIA, RE: STRUCTURAL DWGS SEALANT AND BACKER ROD MTL-2 1 1/2"EDGE REVEAL 1'-6" MTL STUD FRAMING ALUMINUM & GLASS CURTAIN WALL FIRESTOPPING INSULATION @ SPANDREL PANEL LOCATIONS. C-2 A9.1 STEEL CLIP ANGLE, RE: MANUFACTURER 5/8" GLASS MAT OVER COLD FORMED FRAMING, PAINT SKIM COAT PLASTER P-1 W-1 A9.1 R-20 INSULATION @ SPANDREL PANELS EDGE REVEAL 1 1/2" SLOPE 42" MIN WEATHER BARRIER TO LAP GREEN ROOF MEMBRANE CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY FLASHING FLASHING W/DRIP EDGE CHANNEL GLASS, GL-3 STEEL SUPPORT FOR CHANNEL GLASS PAINTED P-1 GYP. BD. SOFFIT PAINTED P-1 STEEL GUARDRAIL & SUPPORT FOR CHANNEL GLASS INSULATION, R-40 MIN. WEATHER BARRIER TO LAP GREEN ROOF MEMBRANE PAVER, RE: LANSCAPE DWGS CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY PRE-FINISHED COPING R-1 SLOPE W-1 A9.1 GL-7 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 5 5 P M A9.4 1632 EXTERIOR CONSTRUCTION DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1 1/2" = 1'-0" 3 DETAIL 3" = 1'-0" 10 DETAIL 1 1/2" = 1'-0" 2 DETAIL 1 1/2" = 1'-0" 4 DETAIL 1 1/2" = 1'-0" 6 DETAIL 1 1/2" = 1'-0" 1 DETAIL 1 1/2" = 1'-0" 5 DETAIL 1 1/2" = 1'-0" 9 DETAIL 1 1/2" = 1'-0" 7 DETAIL 1 1/2" = 1'-0" 8 DETAIL ISSUE: DATE: 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 CHANNEL GLASS ASSEMBLY, GL-3 STRUCTURAL COLUMN BEYOND, PAINTED P-5 CHANNEL GLASS ASSEMBLY, GL-3 STRUCTURAL COLUMN BEYOND, PAINTED P-5 4" PRE-FINISHED METAL FASCIA TO MATCH CHANNEL GLASS MULLION FINISH. STRUCTURAL STIFFENER PLATE, RE: STRUCTURAL DWGS MIN. SOIL DEPTH 1'-3" 10" SLOPE CONTINUOUS GREEN ROOF MEMBRANE ASSEMBLY FLASHING CHANNEL GLASS ASSEMBLY, GL-3 STRUCTURAL COLUMN BEYOND, PAINTED P-5 4" SEE PLAN GRAVEL 6" PRE-FINISHED METAL FASCIA TO MATCH CHANNEL GLASS MULLION FINISH STRUCTURAL STIFFENER PLATE, RE: STRUCTURAL DWGS METAL EDGING SKYLIGHT FLASHING SEALANT CHANNEL GLASS WITH GL-3 STEEL TUB SUPPORT, RE: STRUCT. PAINTED P-5 STEEL PLATE SUPPORT FOR SKYLIGHT AND CHANNEL GLASS, RE: STRUCT. PAINTED P-5 STEEL COLUMN, RE: STRUCT. PAINTED P-5 S L O P E SKYLIGHT STEEL TUB SUPPORT, RE: STRUCT. PAINTED P-5 SKYLIGHT RIGID BOARD INSULATION, R-10 CONCRETE FOUNDATION WALL; REF. STRUCT. FOUNDATION WATERPROOF MEMBRANE SYSTEM, RE: SPEC COMPOSITE DRAINAGE LAYER, RE: SPEC. 2" RIGID INSULATION TO 3'-6" BELOW GRADE MASTIC SEALANT, RE: SPEC. - COORDINATE TERMINATION WITH FINISH GRADE AND SURFACE FINISHED GRADE, RE: CIVIL 12" WIDE STRIP FLUID APPLIED WATERPROOF MEMBRANE LIQUID APPLIED BITUTHANE MEMBRANE CONT. FILLET EXTEND DRAINAGE LAYER INTO PERIMETER FOUNDATION DRAIN SYSTEM, REF. CIVIL FOR PERIMETER DRAIN SYSTEM W-1 A9.1 INSULATION, R-20 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 5 7 P M A9.5 1632 EXTERIOR CONSTRUCTION DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1 1/2" = 1'-0" 1 DETAIL 1 1/2" = 1'-0" 2 DETAIL 1 1/2" = 1'-0" 3 DETAIL 3" = 1'-0" 4 DETAIL 3" = 1'-0" 7 DETAIL 3" = 1'-0" 5 DETAIL 3" = 1'-0" 6 DETAIL 1 1/2" = 1'-0" 8 DETAIL ISSUE: DATE: PERMIT 02/07/18 03/16/2019 GRAVEL WATERPROOFING TIED INTO EXPANSION JOINT TO CARRY UP WALL WATERPROOFING TO CARRY UP WALL, OVER CURB, AND TIE INTO EXPANSION JOINT. EXISTING GARAGE STRUCTURE NEW CONCRETE CURB METAL EDGING 2" EXPANSION JOINT 2-HR FIRE BARRIER STAINLESS STEEL FOIL STAINLESS STEEL FOIL HEAT SHIELD. PROTECTION COVER EXPANSION JOINT WATERPROOFING TO CARRY UP WALL, OVER CURB, AND TIE INTO EXPANSION JOINT. EXISTING GARAGE STRUCTURE NEW CONCRETE CURB 2" 2-HR FIRE BARRIER STAINLESS STEEL FOIL STAINLESS STEEL FOIL HEAT SHIELD. PROTECTION COVER EXPANSION JOINT GRAVEL, 6" DEEP MAX. GEO FOAM WATERPROOFING TO CARRY UP WALL, OVER CURB, AND TIE INTO EXPANSION JOINT. 2-HR FIRE BARRIER STAINLESS STEEL FOIL HEAT SHIELD STAINLESS STEEL FOIL 2" EXISTING GARAGE STRUCTURE CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 5 8 P M A9.6 1632 EXTERIOR CONSTRUCTION DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 1 1/2" = 1'-0" 1 DETAIL 1 1/2" = 1'-0" 2 DETAIL 1 1/2" = 1'-0" 3 DETAIL ISSUE: DATE: PERMIT 02/07/18 03/16/2019 CHANNEL GLASS PROFILE CONCRETE CURB NORTH ELEVATION CHANNEL TO WRAP CORNER AT NORTH ELEVATION *MIRRORED @ SIM. SLOPE INTERIOR SLAB TO WEEP HOLES IN CURB. SLOPE: 1/4:12 CHANNEL GLASS PROFILEW-2 A9.1 *MIRRORED @ SIM. NO FURRING @ SIM. GWB TO WRAP CORNER INFILL FRAMING 1/4" CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 4 9 : 5 8 P M A9.10 1632 EXTERIOR PLAN DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3" = 1'-0" 1 DETAIL 3" = 1'-0" 2 DETAIL ISSUE: DATE: PERMIT 02/07/18 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 5 0 : 0 0 P M A10.1 1632 SCHEDULES AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O ROOM FINISH SCHEDULE Number Name Walls Floors Base Ceiling Comments North South East West Material Finish Material Finish Material FinishMaterial Finish Material Finish Material Finish Material Finish BASEMENT 001 VESTIBULE CMU - SEE COMMENT SEE COMMENT CMU - CONC. RIGID INSUL. CONC. SEAL EXISTING TO REMAIN 002 STORAGE CMU - CMU - CMU - CMU - CONC. SEAL 003 ELECTRICAL CMU - CONC. RIGID INSUL. CMU - CONC. RIGID INSUL. CONC. SEAL 004 DATA CENTER CMU P-5 CMU P-5 CMU P-5 CMU P-5 CONC. SEAL GYP. BD. P-5 005 MECHANICAL CONC. RIGID INSUL. CMU - CMU - CONC. RIGID INSUL. CONC. SEAL 006 STORAGE CONC. RIGID INSUL. SEE COMMENT SEE COMMENT CONC. RIGID INSUL. CMU - CONC. SEAL EXISTING TO REMAIN 008 PUMP ROOM EXISTING TO REMAIN P1 EXISTING PARKING GARAGE EXISTING TO REMAIN S001 STAIR EXISTING TO REMAIN MAIN LEVEL 101 LOBBY GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. SEAL GYP. BD. P-1 102 MENS SEE ELEVATIONS / PLANS 103 WOMENS SEE ELEVATIONS / PLANS 104 TD GYP. BD. P-5 GYP. BD. P-5 GYP. BD. P-5 GYP. BD. P-5 CONC. SEAL GYP. BD. P-5 105 JANITOR GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD.P-1 CONC. SEAL GYP. BD. P-1 106 ELEC GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. SEAL GYP. BD. P-1 107 VEST CONC. CPT-1 WB-1 SEE ELEVATIONS / PLANS 108 TRASH GYP. BD. P-5 GYP. BD. P-5 GYP. BD. P-5 GYP. BD. P-5 CONC. SEAL GYP. BD. P-5 P-5 WAINSCOT 50" HIGH 109 OFFICE GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. SEAL GYP. BD. P-1 P3 EXISTING PARKING GARAGE EXISTING TO REMAIN S001 STAIR EXISTING TO REMAIN MIDDLE LEVEL 201 LOBBY GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. SEAL GYP. BD. P-1 202 MENS SEE ELEVATIONS / PLANS 203 WOMENS SEE ELEVATIONS / PLANS 204 TD GYP. BD. P-5 GYP. BD. P-5 GYP. BD. P-5 GYP. BD. P-5 CONC. SEAL GYP. BD. P-5 205 JANITOR GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD.P-1 CONC. SEAL GYP. BD. P-1 206 ELEC GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. SEAL GYP. BD. P-1 207 CORRIDOR GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. CPT-1 WB-1 GYP. BD. P-1 209 OFFICE GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. CPT-1 GYP. BD. P-1 P4 EXISTING PARKING GARAGE SEE ELEVATIONS / PLANS S001 STAIR CMU P-1 CMU P-1 CMU P-1 CMU P-1 CONC. SEAL STL P-3 STAIRS TO BE PRIMED, PAINTED P-3 UPPER LEVEL 301 LOBBY GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. SEAL GYP. BD. P-1 302 MENS SEE ELEVATIONS / PLANS 303 WOMENS SEE ELEVATIONS / PLANS 304 TD GYP. BD. P-5 GYP. BD. P-5 GYP. BD. P-5 GYP. BD. P-5 CONC. SEAL GYP. BD. P-5 305 JANITOR GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD.P-1 CONC. SEAL GYP. BD. P-1 306 ELEC GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. SEAL GYP. BD. P-1 307 VEST STOREFRONT GLASS GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. CPT-1 WB-1 GYP. BD. P-1 308 OFFICE GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. SEAL GYP. BD. P-1 309 MEETING ROOM STOREFRONT GLASS GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. SEAL GYP. BD. P-1 310 MEETING ROOM GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. SEAL GYP. BD. P-1 311 VEST GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 GYP. BD. P-1 CONC. CPT-1 WB-1 GYP. BD. P-1 ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 5 0 : 0 2 P M A10.2 1632 SCHEDULES AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O PAINT/COATINGS SCHEDULE TAG DESCRIPTION MANUFACTURER PRODUCT CODE FINISH COMMENTS P-1 WALLS/CEIILINGS SHERWIN WILLIAMS P-2 HOLLOW METAL DOORS/FRAMES P-3 STAIRS & RAILINGS P-4 INTUMESCENT PAINT EXPOSED STRUCTURAL STEEL - UL X606 P-5 EPOXY PAINT MANUF. STANDARD COLOR TRASH ROOM FLOOR AND 54" WAINSCOTT TOILET ACCESSORY SCHEDULE TAG ITEM MANUFACTURER MODEL FINISH COMMENTS TA-1 SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER BOBRICK B-4288 STAINLESS STEEL MOUNT ON TOILET PARTITION U.O.N. TA-2 NAPKIN DISPOSAL BOBRICK B-35639 STAINLESS STEEL ALL WOMEN'S TOILET STALLS MOUNT ON TOILET PARTITION U.O.N. TA-3 GRAB BARS BOBRICK STAINLESS STEEL TA-4 TOILET PARTITION BOBRICK STAINLESS STEEL TA-5 HOOK BOBRICK B-2116 SATIN NICKEL-PLATED TA-6 SURFACE MOUNTED PAPER TOWEL DISPENSER/WASTE RECEPTACLE BOBRICK B-3942 STAINLESS STEEL CENTERED ON PARTITION DOORS, 5 FEET A.F.F. TA-7 MIRROR - FRAMELESS TA-8 SOAP DISPENSER BOBRICK B-8263 POLISHED CHROME PROVIDE @ EACH LAVATORY SINK TA-9 SURFACE MOUNTED SEAT COVER DISPENSER BOBRICK B-221 STAINLESS STEEL ALL TOILET STALLS, MOUNT ON TOILET PARTITION U.O.N. TA-10 WALL MOUNTED BABY CHANGING STATION KOALA KARE KB110-SS WM STAINLESS STEEL WALL MOUNTED IN EACH RESTROOM TA-11 SURFACE MOUNTED SANITARY NAPKIN/TAMPON VENDOR BOBRICK B-2706 STAINLESS STEEL WALL MOUNTED IN WOMEN'S RESTROOM ONLY MATERIAL AND FINISH SCHEDULE Key Name Description Manufacturer Product Code Size Finish/Color Comments 03 CONCRETE CO-1 SEALED CONCRETE 04 MASONRY ST-1 STONE VENEER GALLEGOS CORP.SAN MIGUEL SANTA FE BLEND ST-2 STONE VENEER GALLEGOS CORP.SAN MIGUEL SANTA FE BLEND WALL BASE CMU-1 RUNNING BOND. CMU-2 STACK BOND 05 METALS R-1 RAILING SYSTEM - GLASS/ALUM 06 WOOD PLASTICS COMPOSITES SS-1 SOLID SURFACE TOILET ROOM COUNTERTOPS MWP-1 WALL PANEL - ST. STL. ST. STL. WRAPPED 5/8" PLYWOOD, STL. STL TAPPED EDGES BRUSHED TOILET ROOM KNEE GUARD 07 THERMAL AND MOISTURE PROTECTION MTL-1 METAL PANEL DRI - DESIGN WEATHERED STEEL MTL-2 CANOPY SOFFIT LONG BOARD V GROOVE 6" MANUF. STD. 09 FINISHES T-1 TILE - BATHROOM FLOOR T-2 TILE - BATHROOM WALL T-3 MOSAIC WALL TILE TOILET ROOM FEATURE WALL ACT-1 ACOUSTIC CEILING TILE CPT-1 WALK OFF MAT CPT-2 CARPET WB-1 WALL BASE ST-3 STONE STONE TREAD ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 5'-4" 2'-0" 3'-2" 4'-6" 7'-4" GL-1 GL-1 NOTE: ALL VENTS TO RECEIVE MOTORIZED OPERATOR TIED TO BAS SYSTEM 1 6'-0" 2'-0" 1'-6" 4'-6" 8'-0" GL-1 GL-1 2 6'-0" 2'-0" 1'-6" 8'-0" GL-1 GL-1 3 GL-1 GL-1 GL-1 GL-1 3 EQ @ 12'-0" 4 GL-1 GL-1 GL-1 GL-1 2 EQ @ 8'-0" 1'-6" 2'-0" 6'-0" 9'-6" 5 GL-1 9'-0" 3'-0" 6'-6" 9'-6" 2'-2" 5'-0" 3'-0" SEE PLAN VARIES, 7'-2" GL-1 GL-1 6 GL-1GL-1 1'-6" 6'-6" 8'-0" 4'-0" 2'-0" 7 GL-1 7'-8" 3'-4" 6'-2" 13 8 GL-1 2'-10" 10'-0" 9 GL-1 4'-6" 10'-8" GL-1 10 7'-3" 2'-8" 7'-4" GL-1 11 7'-11" 7'-4" 2'-8" 12 GL-1 6'-0" 3'-0" 6'-10" 3'-0" 6'-0" 2'-0" 2'-4" 1'-6" 2'-2" 8'-0" SEE PLAN VARIES, 25'-0" GL-1 17 GL-2 GL-2 GL-2 GL-1 GL-1 14 TOP OF SLAB TOP OF SLAB TOP OF MAIN LEVEL SLAB 3'-0" 6'-0" 2'-0" 2'-3 1/2" SEE PLAN VARIES, 16 GL-2 GL-2 GL-1 GL-1 9 1/2" TOP OF MIDDLE LEVEL SLAB TOP OF PLAZA SLAB 10" 11'-8" 10" 2'-2" 8'-0" SEE PLAN VARIES, GL-1 GL-1 10'-2" 15 2'-2" 8'-0" SEE PLAN VARIES, GL-2 GL-2 10'-2" 18 GL-2 GL-2 GL-1 GL-1 2'-2" 3'-4" 6'-0" 3'-0" 10" 14'-6" 2" SEE PLAN VARIES, 19 GL-2 GL-2 2'-2" 3'-4" 6'-0" 3'-0" 10" 14'-6" 2" SEE PLAN VARIES, GL-2 GL-2 GL-1 GL-1 11'-0" 8'-0" 3'-0" 1'-8" 12'-8" 20 SEE PLAN VARIES, TOP OF UPPER LEVEL SLAB TOP OF PLATE CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 5 0 : 0 3 P M A10.3 1632 WINDOW SCHEDULE AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O GLAZING SCHEDULE TAG DESCRIPTION COMMENTS GL-1 SOLAR-CONTROL LOW-E CLEAR INSULATING GLASS, SAFETY AS REQ'D GL-2 CERAMIC-COATED SPANDREL, INSULATING GLASS, SAFETY AS REQ'D GL-3 LOW-E CHANNEL GLASS W/THERMAL INSULATING MATERIAL EXTERIOR GL-4 CHANNEL GLASS INTERIOR GL-5 CLEAR GLASS, SAFETY AS REQ'D SMOKE BAFFLE GL-6 TRANSLUCENT INSULATED GLAZING UNIT WITH LIGHTWEIGHT INSULATION SKYLIGHT GL-7 CLEAR LAMINATED SAFETY GLASS GUARDRAILS 1/4" = 1'-0" WINDOW TYPES NOTE: ALL WINDOWS MUST MEET THE FOLLOWING MINIMUM U-FACTORS: CODE REQ. TARGET VALUE FIXED GLAZING U-FACTOR OPERABLE GLAZING U-FACTOR CHANNEL GLASS U-FACTOR SKYLIGHT U-FACTOR 0.29 0.37 N/A 0.5 0.26 0.33 0.21 0.10 ISSUE: DATE: 50% DD 10/30/17 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 Windows in hazardous locations must be tempered per IBC 2406. FOR DIMENSIONS RE: PARTITION TYPE RE: PLAN FOR PARTITION TYPE METAL STUD HEADER MTL FRAME, RE: DOOR SCHEDULE DOOR RE: DOOR SCHEDULE SHIM SEALANT EA SIDE 1/2"1/2" 1" 1" DOOR, RE: DOOR SCHEDULE HM DOOR FRAME, RE: DOOR SCHEDULE, GROUT FRAME FULL SEALANT AND BACKER ROD EA SIDE CMU WALL RE: BLDG SECTIONS FOR WALL ASSEMBLY RE STRUCT. FOR GROUTING AND REINFORCEMENT REQUIREMENTS 2" EQ6 1/8"EQ FRAME ANCHOR DOOR, RE: DOOR SCHEDULE HM FRAME, RE: DOOR SCHEDULE SEALANT AND BACKER ROD EA SIDE CONC WALL RE: STRUCT 1"2" 6 1/8" FLAT HEAD MACHINE SCREW INTO EXPANSION SHIELD OVERHEAD COILING DOOR AND HOOD ASSEMBLY DOOR GUIDE, BY DOOR MFR RE: PLAN FOR WALL TYPE STRUCTURAL SUPPORT FOR COILING DOOR LOCATED AT JAMBS. STEEL PROVIDED BY MANUFACTURER FOR DIMENSIONS RE: PARTITION TYPE RE: PLAN FOR PARTITION TYPE SEALANT EACH SIDE MTL FRAME RE: DOOR SCHEDULE DOOR RE: DOOR SCHEDULE SHIM MTL STUD JAMB 1/2" 31/32"1 1/32" 1/2" DOOR, RE: DOOR SCHEDULE HM DOOR FRAME, RE: DOOR SCHEDULE, GROUT FRAME FULL SEALANT AND BACKER ROD EA SIDE CMU WALL RE: BLDG SECTIONS FOR WALL ASSEMBLY RE STRUCT. FOR GROUTING AND REINFORCEMENT REQUIREMENTS 2" EQ 6 1/8" EQ FRAME ANCHOR OVERHEAD COILING DOOR TRACK ASSEMBLY RE: PLAN FOR WALL TYPE OVERHEAD COILING DOOR, RE: DOOR SCHEDULE DOOR, RE: DOOR SCHEDULE HM FRAME, RE: DOOR SCHEDULE SEALANT AND BACKER ROD EA SIDE CONC WALL RE: STRUCT. 1" 2" FLAT HEAD MACHINE SCREW INTO EXPANSION SHIELD 6 1/8" 1-HR RATED SHAFT WALL, RE: PLAN FOR PARTITION TYPE ELEVATOR DOOR FRAME, PAINT ELEVATOR FRAME BEYOND SHAFT SIDE FURRING PARTITION, RE: PLAN FOR PARTITION TYPE ELEVATOR DOOR FRAME 2 HR SHAFT WALL, RE: PLAN FOR PARTITION TYPE SEALANT, TYP EA SIDE ELEVATOR CALL BUTTON SHAFT SIDE CONC. WALL RE: STRUCT GYP BD SOFFIT ABOVE 8" RE: STRUCT ALIGN FOR DIMENSIONS RE: PARTITION TYPE RE: PLAN FOR PARTITION TYPE WOOD STUD HEADER MTL FRAME, RE: DOOR SCHEDULE SHIM SEALANT EA SIDE 1/2"1/2" 1" 1" CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 5 0 : 0 4 P M A10.4 1632 DOOR DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3" = 1'-0" 1 HEAD - MTL FRAME 3" = 1'-0" 2 HEAD - INSET - CMU WALL 3" = 1'-0" 3 HEAD - INSET - CONC WALL 1 1/2" = 1'-0" 4 COILING - HEAD 3" = 1'-0" 5 JAMB - MTL FRAME 3" = 1'-0" 6 JAMB - INSET - CMU WALL 3" = 1'-0" 7 COILING - JAMB 3" = 1'-0" 8 JAMB - INSET - CONC WALL 3" = 1'-0" 9 ELEVATOR - HEAD - SHAFT WALL 3" = 1'-0" 11 ELEVATOR - JAMB - SHAFT WALL 3" = 1'-0" 10 CASED OPENING ISSUE: DATE: 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 A B SWING PAIR SWING C PLAZA DOOR D GLASS STOREFRONT DOUBLE E GLASS STOREFRONT SINGLE VARIES, SEE SCHED. 2" VARIES, SEE SCHED. 4" VARIES, SEE SCHED. 2" VARIES, SEE SCHED. 4" A B C D @ CMU WALLS @ CMU WALLS E CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 5 0 : 0 5 P M A10.5 1632 DOOR SCHEDULE AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O DOOR SCHEDULE NUMBER DOOR FRAME DETAILS RATING HARDWARE SET REMARKSTYPE MATERIAL FINISH WIDTH HEIGHT THICKNESS (adj.) TYPE MATERIAL FINISH HEAD JAMB SILL BASEMENT LEVEL 001 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM 90 MIN 001 B A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM 90 MIN 002 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM 003 A B HM P-2 6' - 0" 7' - 0" 0' - 1 3/4" D HM 45 MIN 004 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 005 A B HM P-2 6' - 0" 7' - 0" 0' - 1 3/4" D HM 45 MIN 006 A B HM P-2 6' - 0" 7' - 0" 0' - 1 3/4" D HM 45 MIN 006 B A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM 45 MIN 007 A B HM P-2 6' - 0" 7' - 0" 0' - 1 3/4" D HM 90 MIN S001 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM 90 MIN BASEMENT LEVEL 2 (B-2) 008 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM 45 MIN MAIN LEVEL 101 A D ALUM. / GLASS P-2 / GLASS 6' - 0" 8' - 0" Per Manufacturer ADA POWER ASSIST ENTRY 101 B E ALUM. / GLASS P-2 / GLASS 2' - 11 3/8" 8' - 0" Per Manufacturer ADA POWER ASSIST ENTRY 102 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 103 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 104 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 106 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 107 A D ALUM. / GLASS P-2 / GLASS 6' - 0" 8' - 0" Per Manufacturer ADA POWER ASSIST ENTRY 108 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM INSULATED 109 B A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM ADA POWER ASSIST ENTRY S001 B A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM 90 MIN S001 C A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM 90 MIN MIDDLE LEVEL 007 B A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 007 C A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 202 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 203 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 204 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 206 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 207 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM ADA POWER ASSIST ENTRY 208 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM 90 MIN ADA POWER ASSIST ENTRY 209 A E ALUM. / GLASS P-2 / GLASS 3' - 0" 8' - 0" Per Manufacturer 209 B A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM ADA POWER ASSIST ENTRY 209 C A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM ADA POWER ASSIST ENTRY P4 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM S001 D A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" B HM 90 MIN UPPER LEVEL 301 A D ALUM. / GLASS P-2 / GLASS 6' - 0" 8' - 0" Per Manufacturer ADA POWER ASSIST ENTRY 302 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 303 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 304 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 305 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 306 A A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 307 A B ALUM. / GLASS P-2 / GLASS 6' - 0" 8' - 0" Per Manufacturer ADA POWER ASSIST ENTRY 308 A A HM P-2 3' - 0" 7' - 0" 0' - 2 1/4" A HM ADA POWER ASSIST ENTRY 309 A D ALUM. / GLASS P-2 / GLASS 6' - 0" 8' - 0" Per Manufacturer 309 B D ALUM. / GLASS P-2 / GLASS 6' - 0" 8' - 0" Per Manufacturer 309 C D ALUM. / GLASS P-2 / GLASS 6' - 0" 8' - 0" Per Manufacturer 309 D D ALUM. / GLASS P-2 / GLASS 6' - 0" 8' - 0" Per Manufacturer 309 E A HM P-2 3' - 0" 7' - 0" 0' - 2 1/4" A HM 309 F A HM P-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM 309 G B HM P-2 6' - 0" 7' - 0" 0' - 1 3/4" C HM 310 A B HM P-2 6' - 0" 7' - 0" 0' - 1 3/4" C HM 310 B C ALUM. / GLASS P-2 / GLASS 4' - 0" 8' - 0" 0' - 2 1/4"Per Manufacturer 310 C C ALUM. / GLASS P-2 / GLASS 4' - 0" 8' - 0" 0' - 2 1/4"Per Manufacturer 311 A E ALUM. / GLASS P-2 / GLASS 3' - 1 7/8" 8' - 0 15/16" Per Manufacturer ADA POWER ASSIST ENTRY Grand total: 54 1/4" = 1'-0" 1 DOOR TYPES 1/4" = 1'-0" 2 FRAME TYPES DOOR NOTES: ALL RATED DOORS TO HAVE NON-HOLD OPEN CLOSERS AND SHALL BE SELF LATCHING. ALL DOORS IN DIRECTION OF EGRESS TO BE KEYLESS ON THE INTERIOR SIDE. ALL EXIT DOORS MUST OPEN WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE FORM THE SIDE WHICH EGRESS IS MADE. GLAZED DOORS AND SIDELIGHTS SHALL HAVE SAFETY GLAZING IN ACCORDANCE WITH ALL APPLICABLE CODES. ALL PUSH/PULL INTERIOR DOOR CONDITIONS NOT TO EXCEED 5 LB OF FORCE FOR OPERATION. DOOR HANDLES TO MECHANICAL, EQUIPMENT, OR STORAGE ROOMS TO HAVE TEXTURED DETECTABLE WARNING. ELEVATOR DOORS TO BE 90 MIN RATED. ISSUE: DATE: 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019 CURTAIN WINDOW SYSTEM W/ JAMB EXTENSION RE: WINDOW ELEVATIONS BACKER ROD AND SEALANT MTL-1 SELF ADHERED FLEXIBLE FLASHING TO LAP UP EXT. SHEATHING AND WRAP INTO R.O. AND LAP OVER VAPOR BARRIER VAPOR PERMEABLE WEATHER BARRIER TO LAP FLUID APPLIED FLASHING METAL SILL CLIP SILL PAN FLASHING W/ INSIDE UPTURN LEG & END DAMS 1/4" ALUMINUM REVEAL, PAINTED /W BACKER ROD AND SEALANT BEHIND ANCHOR AND SHIM AS REQUIRED FLUID APPLIED FLASHING BACKER ROD AND SEALANT VAPOR BARRIER TO WRAP INTO R.O. VAPOR PERMEABLE WEATHER BARRIER TO LAP FLUID APPLIED FLASHING CURTAIN WINDOW SYSTEM W/ JAMB EXTENSION MTL-1 1/4" ALUMINUM REVEAL, PAINTED /W BACKER ROD AND SEALANT BEHIND METAL JAMB CLIP BACKER ROD AND SEALANT MEMBRANE FLASHING EXTEND INTO WINDOW OPENINGS AND LAP DOWN OVER SILL PAN FLASHING VAPOR BARRIER TO WRAP INTO R.O. FLUID APPLIED FLASHING BACKER ROD AND SEALANT ALUMINUM CURTAINWALL SYSTEM W/ JAMB EXTENSION ANCHOR AND SHIM SPACE W/ LOW EXPANDING SPRAY FOAM PRE-FINISHED METAL FLASHING HEM DRIP EDGE AND DAM AT ENDS PER METAL PANEL MFG. SELF ADHERED FLEXIBLE HEAD FLASHING WRAP OVER METAL FLASHING AND LAP UP WALL FROM OPENING PER MFG. RECOMMENDATIONS VAPOR PERMEABLE WEATHER BARRIER LAP OVER AND TAPE TO FLASHING MTL-1 SELF ADHERED FLEXIBLE HEAD FLASHING LAP UP EXT. SHEATHING AND WRAP INTO R.O. AND LAP OVER VAPOR BARRIER KEEPER CLIP PER METAL PANEL MFG. VAPOR BARRIER WRAP INTO R.O. 1/4" ALUMINUM REVEAL, PAINTED /W BACKER ROD AND SEALANT BEHIND FLASHING TAPE TO SEAL VAPOR PERMEABLE WEATHER BARRIER TO FLEXIBLE FLASHING PER MFG. RECOMMENDATIONS FABRICATED END DAM FLASHING AT EACH END OF METAL FLASHING BACKER ROD AND SEALANT FLUID APPLIED FLASHING CURTAIN WINDOW SYSTEM W/ JAMB EXTENSION RE: WINDOW ELEVATIONS BACKER ROD AND SEALANT ST-1 SELF ADHERED FLEXIBLE FLASHING TO LAP UP EXT. SHEATHING AND WRAP INTO R.O. AND LAP OVER VAPOR BARRIER VAPOR PERMEABLE WEATHER BARRIER TO LAP FLUID APPLIED FLASHING FLASHING SILL PAN FLASHING W/ INSIDE UPTURN LEG & END DAMS 1/4" ALUMINUM REVEAL, PAINTED /W BACKER ROD AND SEALANT BEHIND ANCHOR AND SHIM AS REQUIRED FLUID APPLIED FLASHING BACKER ROD AND SEALANT VAPOR BARRIER TO WRAP INTO R.O. CEMENT BOARD VENEER MORTAR VAPOR PERMEABLE WEATHER BARRIER TO LAP FLUID APPLIED FLASHING CURTAIN WINDOW SYSTEM W/ JAMB EXTENSION ST-1 1/4" ALUMINUM REVEAL, PAINTED /W BACKER ROD AND SEALANT BEHIND METAL JAMB CLIP BACKER ROD AND SEALANT MEMBRANE FLASHING EXTEND INTO WINDOW OPENINGS AND LAP DOWN OVER SILL PAN FLASHING VAPOR BARRIER TO WRAP INTO R.O. FLUID APPLIED FLASHING BACKER ROD AND SEALANT CEMENT BOARD VENEER MORTAR ALUMINUM CURTAINWALL SYSTEM W/ JAMB EXTENSION ANCHOR AND SHIM SPACE W/ LOW EXPANDING SPRAY FOAM PRE-FINISHED METAL FLASHING HEM DRIP EDGE AND DAM AT ENDS SELF ADHERED FLEXIBLE HEAD FLASHING WRAP OVER METAL FLASHING AND LAP UP WALL FROM OPENING PER MFG. RECOMMENDATIONS VAPOR PERMEABLE WEATHER BARRIER LAP OVER AND TAPE TO FLASHING ST-1 SELF ADHERED FLEXIBLE HEAD FLASHING LAP UP EXT. SHEATHING AND WRAP INTO R.O. AND LAP OVER VAPOR BARRIER KEEPER CLIP PER METAL PANEL MFG. VAPOR BARRIER WRAP INTO R.O. 1/4" ALUMINUM REVEAL, PAINTED /W BACKER ROD AND SEALANT BEHIND FLASHING TAPE TO SEAL VAPOR PERMEABLE WEATHER BARRIER TO FLEXIBLE FLASHING PER MFG. RECOMMENDATIONS FABRICATED END DAM FLASHING AT EACH END OF METAL FLASHING BACKER ROD AND SEALANT FLUID APPLIED FLASHING VENEER MORTAR CEMENT BOARD CHARLES CUNNIFFE ARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE. ASPEN, CO 81611 TEL: 970.925.5590 FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/ 4 / 2 0 1 9 1 : 5 0 : 0 6 P M A10.6 1632 WINDOW DETAILS AS P E N C I T Y O F F I C E S 42 5 R I O G R A N D E P L A C E AS P E N , C O 3" = 1'-0" 1 WINDOW SILL @ METAL PANEL 3" = 1'-0" 3 WINDOW JAMB @ METAL PANEL 3" = 1'-0" 2 WINDOW HEAD @ METAL PANEL 3" = 1'-0" 4 WINDOW SILL @ STONE VENEER 3" = 1'-0" 6 WINDOW JAMB @ STONE VENEER 3" = 1'-0" 5 WINDOW HEAD @ STONE VENEER ISSUE: DATE: 100% DD 12/12/17 PERMIT 02/07/18 03/16/2019