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HomeMy WebLinkAboutArch Submission DrawingsHOPKINS AVE. ALLEY GA L E N A S T . DIOR GUCCI THE BRAND BALDWIN GALLERY ERMENEGILDO ZEGNA SITE PLAN KEY PLAN P R O J E C T D I R E C T O R Y 03.07.2022 - HISTORICAL BOARD SUBMISSION PACKAGE 3/8/2022 6:58:53 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-000 COVER SHEET.dwg A-000 COVER SHEET 204 S. GALENA STREET, ASPEN, CO 81611 TENANT ARCHITECTLANDLORD STRUCTURAL ENGINEERMEP ENGINEER EXPEDITER MILLWORKER: TBD LIGHTING: CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 ARCHITECT OF RECORD GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE: 1.646.634.9651 EMAIL:MICHELLE.CARRIERI@GUCCI.COM N N SCOPE OF WORK SPECIAL INSPECTIONS REQUIRED: 1. PRODUCTS CONTAINING ASBESTOS OR ANY OTHER HAZARDOUS MATERIALS SHALL NOT BE SPECIFIED OR USED DURING CONSTRUCTION OF THIS STORE. 2. ALL INTERIOR MATERIALS / FINISHES SHALL BE PRODUCTS INTENDED FOR INTERIOR USE AND HAVE EITHER LOW OR ZERO (0) VOC RATING. 3. G.C. TO CONTACT THE LANDLORD FOR APPROVED ADA/TAS INDEPENDENT PLAN REVIEWERS AND INSPECTORS. COPIES OF DOCUMENTATION SHOWING ACCESSIBILITY SUBMITTAL, REVIEW AND INSPECTION COMPLIANCE MUST BE PROVIDED TO THE LANDLORD FOR RECORD. 4. G.C. MUST PROVIDE WATERPROOFING AT "WET" AREAS INCLUDING FLOORS IN TOILET, DISHWASHER AND FOOD PREP AREAS. TENANT SHALL PROVIDE CONTINUOUS FLASHING (BELOW BASE AND FLOOR FINISHES) ALONG THE ENTIRE EXTENT OF THE WALL/FLOOR INTERSECTION WHERE "WET" AREAS ABUT ADJACENT COMMON AREAS OR ADJACENT TENANTS. 5. G.C. SHALL USE LANDLORD APPROVED SUBCONTRACTORS FOR THE FOLLOWING TRADES: ROOFING, WATERPROOFING, FIRE ALARM & FIRE SPRINKLER. 6. G.C. TO CLEARLY LABEL ALL TENANT EQUIPMENT LOCATED OUTSIDE OF THE DEMISED LEASE SPACE WITH THE TENANT LEASE NUMBER. 7. G.C. TO CONFIRM AS BUILT LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO SAW CUTTING, TRENCHING OR PIER DRILLING. 8. G.C. TO PROVIDE ACCESS PANELS AT ALL EXISTING JBOXES, PLUMBING CLEANOUTS, ETC. 9. ALL FASTENERS INSTALLED INTO THE CONCRETE STRUCTURE SHOULD BE LIMITED TO 3/4" DEPTH TO AVOID POST TENSION CABLES AND MILD REINFORCING. IF A LARGER FASTENER IS REQUIRED, THE SLAB MUST BE SCANNED TO LOCATE THE PT TENDONS AND MILD REINFORCING PRIOR TO ANY DEEP PENETRATIONS BEING MADE. 10. G.C. MUST USE LANDLORD CONTACT FOR PAVERS AROUND PREMISES. SEE LL CONTACT ON FOLLOWING PAGE. THE SCOPE OF WORK INCLUDES THE CONSTRUCTION OF A NEW RETAIL STORE WITHIN THE DEMISED LEASELINE. MAJOR INTERIOR SCOPE INCLUDES LEVELING OF SLAB (IF REQUIRED), INSTALLATION OF NEW CEILING, FLOORING, MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS. MINOR INTERIOR WORK INCLUDES INSTALLATION OF MILLWORK, PARTITIONS, GENERAL FINISHES, DRAPERY, CARPETING, SHELVING, PANTRY AND OFFICE WORKSTATIONS. A CODE ANALYSIS CAN BE FOUND ON THIS PAGE. THERE IS NO CHANGE OF USE GROUP, OCCUPANCY, OR USE. SPRINKLER: THIS PROJECT IS FULLY SPRINKLERED AND COMPLIES WITH ALL EXIT REQUIREMENTS. THE PROJECT MEETS COMPLIANCE WITH 18-11-1117.3.4, ALTERATION TO PRIMARY FUNCTION REQUIREMENTS. ·THE SPACE HAS AN ACCESSIBLE ENTRANCE ·THERE IS AN ACCESSIBLE ROUTE THROUGHOUT THE SPACE ·THE TOILET ROOM IS FULLY ACCESSIBLE 1.GENERAL: A.ALL WORK TO BE COMPLETED IN STRICT ACCORDANCE WITH LOCAL CODES. B.VENDOR IS TO REVIEW ENERGY CONSERVATION REQUIREMENTS AND REFER TO ASHRAE FOR ADDITIONAL REQUIREMENTS, METHODS & CONTROL. C.ALL COVER PLATE & RECEPTACLES OF OUTLETS, SWITCHES & TELEPHONE TO BE FROM THE RADIANT COLLECTION AS MANUFACTURED BY LEGRANDE, COLOR TO MATCH WALL FINISH. ALL FLOOR OUTLETS/ RECEPTACLES TO MATCH VENDOR FLOOR. D.ALL WIRES - CASHWRAP, BACKWRAP & LIGHTING ETC. ARE TO BE CONCEALED. E.FINAL LIGHTING LAYOUT & DESIGN BY VENDOR UNDER SEPARATE VENDOR DESIGN PACKAGE. F.VENDOR IS RESPONSIBLE FOR SURVEYING EXISTING CONDITIONS & VERIFY INFORMATION ON DOCUMENTS. G.FIRE SPRINKLER COVER PLATES TO CONFORM TO LOCAL LIFE SAFETY CODES. 2.LIGHT FIXTURE SCHEDULE BY VENDOR - REFER TO VENDOR DRAWING PACKAGE. 3.RESPONSIBILITY SCHEDULE BY VENDOR - REFER TO VENDOR DRAWING PACKAGE. 4.VENDOR IS RESPONSIBLE FOR ASBESTOS & CONTAMINATED WASTE REMOVAL - IF ANY - IN ANY AREA AFFECTED BY THE VENDOR SHOP. BUILDING DEPARTMENT INFORMATION GENERAL REQUIREMENTSTENANT SAFETY NOTES JURISDICTION:PITKIN COUNTY, COLORADO NAME & ADDRESS:GUCCI 204 S. GALENA STREET ASPEN, CO 81611 NUMBER OF STORIES:1 OCCUPANCY INFO: ZONING ID: HISTORIC DISTRICT:YES FLOOD ZONE: OCCUPANCY TYPE:GROUP M, MERCANTILE CONSTRUCTION TYPE: SPRINKLER:YES FIRE ALARM:YES APPLICABLE CODES: BUILDING 2015 INTERNATIONAL BUILDING CODE MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE PLUMBING 2015 INTERNATIONAL PLUMBING CODE ELECTRICAL 2015 INTERNATIONAL ELECTRICAL CODE FIRE / LIFE SAFETY FIRE CODE 2021 OF COLORADO ENERGY 2015 INTERNATIONAL ENERGY CONSERVATION CODE ACCESSIBILITY 2010 AMERICANS WITH DISABILITIES ACT 204 S. GALENA STREET ASPEN, CO 81611 TBD COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 EMAIL: MICHAEL.ROSTKOWSKI@CRTKL.COM CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 EMAIL: MICHAEL.ROSTKOWSKI@CRTKL.COM TBDTBD TBD TBD GUCCI STOREFRONT @ 204 S. GALENA STREET, ASPEN, CO 81611 PLOT PLAN N 2022-03-12 *THE GENERAL CONTRACTOR IS REQUIRED TO REVIEW AND SHALL INSTRUCT THEIR SUBCONTRACTORS TO REVIEW ALL DOCUMENTS PRIOR TO BIDDING AND CONSTRUCTION. *FOR CLARIFICATION PURPOSES THE OWNER, TENANT AND CLIENT ARE THE SAME PARTY LEASING THE SPACE FROM THE LANDLORD. FOR CLARIFICATION PURPOSES THE GENERAL CONTRACTOR AND CONTRACTOR ARE THE SAME PARTY WORKING FOR THE TENANT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK IN ALL DOCUMENTS AND PROJECT MANUAL UNLESS OTHERWISE NOTED. 1. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE CODES, SUB-CODES AND BUILDING DEPARTMENTS HAVING JURISDICTION. THE GENERAL CONTRACTOR SHALL CONTACT THE LOCAL BUILDING OFFICIALS FOR THE SPECIFIC REQUIREMENTS OF THIS USE GROUP. 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE TO THE RULES AND GUIDELINES OF BUILDING MANAGEMENT. THE GENERAL CONTRACTOR SHALL CONTACT AND MEET MANAGEMENT AS REQUIRED. PRIOR TO BID, THE GENERAL CONTRACTOR SHALL OBTAIN A COPY OF THE LANDLORD'S TENANT HANDBOOK / CRITERIA TO BECOME FAMILIAR WITH THE BUILDING RULES AND REGULATIONS AND ANY ITEMS (INSURANCE, DEPOSITS, SHUT DOWN FEES, ETC.) THAT MAY IMPACT THE GENERAL CONTRACTOR'S SCOPE OF WORK AND BID. 3. THE GENERAL CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THE AREA OF WORK TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND WITH THE DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THIS WORK. SUBMISSION OF THE BID WILL BE ASSURANCE THAT SUCH AN EXAMINATION HAS BEEN MADE. EXTRA COMPENSATION WILL NOT BE RECOGNIZED FOR ADDITIONAL WORK THAT SHOULD HAVE BEEN FORESEEN. NOTE THAT CONDITIONS SHOWN ON THE DOCUMENTS ARE BASED ON AS-BUILT INFORMATION. 4. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES, OMISSIONS, AND CONFLICTS ON THE DRAWINGS OR AT THE SITE IN WRITING BEFORE SUBMITTING BID OR EXECUTING WORK. FAILURE TO GIVE NOTICE WILL CAUSE THE GENERAL CONTRACTOR TO BE HELD RESPONSIBLE FOR THE RESULTS AND THE COST OF RECTIFYING THE SAME. 5. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, ON PREMISES, AN APPROVED SET OF DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND LANDLORD. 6. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, ON PREMISES, A SET OF CONSTRUCTION DOCUMENTS TO INDICATE, IN WRITING, ALL 'AS-BUILT' CONDITIONS AND/OR APPROVED CHANGES TO BE TURNED OVER TO THE TENANT WHEN THE PROJECT IS COMPLETE. SEE NOTE 14. 7. THE GENERAL CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS ON A DAILY BASIS AND IN PREPARATION OF SITE MEETINGS, WALK-THROUGHS AND INSPECTIONS. THE GENERAL CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES. 8. ALL WOOD SHALL BE NON-COMBUSTIBLE UNLESS THE GENERAL CONTRACTOR VERIFIES THAT COMBUSTIBLE MATERIALS ARE PERMITTED BY THE PARTIES HAVING JURISDICTION. 9. MATERIAL SUBSTITUTIONS OR DEVIATIONS FROM THE ARCHITECT'S DRAWINGS WILL NOT BE ACCEPTED UNLESS PRESENTED TO THE ARCHITECT FOR APPROVAL IN A REASONABLE TIME PRIOR TO SUBMITTING THE BID OR EXECUTING WORK. 10. THE GENERAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PREMISES TO BE ALTERED UNTIL COMPLETION AND ACCEPTANCE OF THE WORK. THE GENERAL CONTRACTOR SHALL PROTECT ALL ADJACENT CONSTRUCTION AND MAKE ALL REQ'D REPAIRS TO THE SATISFACTION OF THE LANDLORD. 11. THE STRUCTURAL SYSTEM OF THE BUILDING HAS BEEN DESIGNED TO CARRY A MAXIMUM LIVE LOAD. THE LOADING IMPOSED BY ANY OF THE TENANT'S WORK ON A TEMPORARY OR PERMANENT BASIS SHALL NOT EXCEED SUCH LOADS. 12. THE G.C. SHALL BE RESPONSIBLE TO CONTACT THE OWNER TO VERIFY OWNER SUPPLIED MATERIALS AND THE RESPONSIBILITIES ASSOCIATED WITH SAID ITEMS PRIOR TO SUBMISSION OF BID. - THE G.C. IS RESPONSIBLE FOR THE LABOR COST ASSOCIATED WITH UNLOADING ALL OWNER / VENDOR SUPPLIED ITEMS AT THE PROJECT SITE AND REMOVAL OF ANY SHIPPING MATERIAL. - THE G.C., WITHIN 3 DAYS OF DELIVERY TO OWNER'S WAREHOUSE FACILITY, SHALL ACCEPT DELIVERY OF ITEMS AND BE RESPONSIBLE TO INSPECT FOR DAMAGE. QUANTITIES AND SIZE OF ITEMS SHALL BE VERIFIED BY G.C. IN RELATION TO CONSTRUCTION DOCUMENTS. - THE G.C., WITHIN 3 DAYS, SHALL REPORT AND PHOTOGRAPH ALL DAMAGE AND/OR DISCREPANCIES FOR OWNER TO REPLACE ITEMS. FAILURE OF THE G.C. TO CONTACT THE OWNER WILL RESULT IN THE G.C. TO BEAR ALL ASSOCIATED COSTS TO PERFORM WORK AND MEET CONSTRUCTION SCHEDULE. 13. THE GENERAL CONTRACTOR SHALL SUBMIT ALL CHANGES TO THE CONTRACT AMOUNT TO THE TENANT FOR WRITTEN APPROVAL PRIOR TO EXECUTION OF WORK. UNLESS NOTIFIED BY GENERAL CONTRACTOR, SAID CHANGES WILL NOT AFFECT THE CONSTRUCTION SCHEDULE. 14. THE GENERAL CONTRACTOR SHALL KEEP ALL HANDBOOKS, PAPERWORK, AND KEYS ON PREMISES TO BE TURNED OVER TO THE TENANT WITH THE PERMIT, CERTIFICATE OF OCCUPANCY, LIEN WAIVERS, WARRANTIES, GUARANTEES, AND EQUIPMENT OPERATION MANUALS. INCLUDED WITH THIS INFORMATION IS TO BE A LIST OF ALL SUBCONTRACTORS WITH TELEPHONE NUMBERS. 15. THE G.C. IS RESPONSIBLE FOR ALL TEMPORARY POWER, UTILITY SHUT DOWNS, DEPOSITS AND ASSOCIATED LANDLORD FEES. 16. THIS PROJECT HAS BEEN DESIGNED AND IS TO BE CONSTRUCTED TO BE ADA ACCESSIBLE. 17. THERE IS NO CHANGE OF USE FILED UNDER THIS APPLICATION. 18. MAINTAIN ALL ORIGINAL FIRE RATINGS AND FILL, PATCH OR REPAIR ALL DEMISE WALLS AND FIRE PROOFING REMOVED OR DAMAGED DURING WORK. 19. GC IS REQUIRED TO CHECK IN WITH LANDLORD'S ON SITE PROPERTY MANAGER PRIOR TO THE START OF TENANT CONSTRUCTION. 20. GC IS RESPONSIBLE TO COMPLY WITH ALL BUILDING RULES AND REGULATIONS AND AS INSTRUCTED ON SITE BY BUILDING MANAGEMENT. 21. ANY DAMAGE TO LANDLORD'S PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION (FLOORING, BULKHEAD, NEUTRAL PIERS, ETC.) WILL BE REPAIRED PER LANDLORD SPECIFICATIONS AT GC'S EXPENSE. 22. ANY LANDLORD EQUIPMENT, COMPONENT, AND / OR SERVICE FEEDING OTHER TENANT(S) THAT IS EXISTING IN THE SPACE MUST REMAIN VISIBLE AND ACCESSIBLE TO THE LANDLORD. GC SHALL INSTALL ACCESS PANELS AS REQUIRED TO MAINTAIN ACCESS. ACCESS PANELS SHALL BE LABELED TO PROPERLY IDENTIFY SYSTEM. COORDINATE WITH BUILDING OPERATIONS. 23. THE RE-USE OF ANY EXISTING CONSTRUCTION, FINISHES, EQUIPMENT, OR ELECTRICAL, PLUMBING OR HVAC SYSTEMS CURRENTLY IN THE SPACE IS CONDITIONAL UPON IT BEING APPROPRIATE FOR RE-USE. ANY EXISTING CONDITION OR EQUIPMENT TO BE RE-USED MUST BE RESTORED TO LIKE NEW CONDITIONS. THE LANDLORD MAKES NO WARRANTY ON THE RE-USE OF ANY EXISTING CONDITION IN THE SPACE. 24. IF AT ANY POINT A FAILURE, UPGRADES, AND / OR IMPROVEMENTS TO THE EXISTING SYSTEMS OCCUR, IT IS THE SOLE RESPONSIBILITY OF THE GC TO REPAIR OR REPLACE, AT GC'S EXPENSE. 25. LANDLORD AND TENANT RESPONSIBILITIES ARE DEFINED IN LEASE AGREEMENT. A SITE MEETING WILL BE HELD ON SITE ONCE THE SPACE HAS BEEN COMPLETELY DEMOLISHED BUT PRIOR TO FRAMING OR COMMENCEMENT OF CONSTRUCTION. THE PURPOSE OF THIS SITE MEETING IS TO ENSURE THAT ALL OF THE MEMBERS OF THE CONSTRUCTION TEAM (GENERAL CONTRACTOR, MILLWORKER, ARCHITECT AND CLIENT) ARE ON THE SAME PAGE ON WHAT IS EXPECTED AND HOW THE STORE WILL BE CONSTRUCTED. IN ADDITION TO A STANDARD SITE KICK-OFF MEETING (MEET & GREET, REVIEW OF STORE RULES AND REGULATIONS, DELIVERY OF INFORMATION, ETC…) WE WILL LAY OUT THE STORE AS A TEAM AND SIGN OFF ON THE LAYOUT PRIOR TO ANY CONSTRUCTION TAKING PLACE. THIS WILL HELP TO ENSURE THAT WHEN THE MILLWORK IS DELIVERED TO THE SITE IN THE LATER PART OF THE PROJECT THERE ARE NO CONFLICTS BETWEEN THE MILLWORK AND WHAT THE GENERAL CONTRACTOR HAS BUILT ON SITE. THE FOLLOWING IS EXPECTED AS PART OF THIS MEETING: PRIOR TO SITE MEETING: §GENERAL CONTRACTOR WILL HAVE COMPLETELY DEMOLISHED THE AREA OF WORK AND EXPOSED ALL POTENTIAL OBSTRUCTIONS WITHIN THE SPACE (PIPES, RISERS, STRUCTURAL ELEMENTS, ETC…) §GENERAL CONTRACTOR WILL HAVE DETERMINED THE LEVELNESS OF THE FLOOR SLAB AND MARKED THE HIGH AND LOW POINTS IN RELATION TO THE STORE FLOORING AT THE THIRD. THIS IS CRITICAL TO DETERMINE IF WE HAVE ANY CONFLICTS WITH EXISTING SPRINKLER LINES, DUCTS AND STEEL. A 5'-0” WATER MARK (ABOVE FINISHED FLOOR) SHOULD BE DRAWN AT THE PERIMETER OF THE SPACE/ ON THE COLUMNS. THIS MARK WILL BE USED THROUGHOUT THE DURATION OF THE PROJECT. THE GENERAL CONTRACTOR WILL MARK OUT A 5'-0” GRID OVER THE ENTIRE SPACE AND MARK THE ELEVATIONS AT EACH OF THE GRID INTERSECTIONS. §GENERAL CONTRACTOR WILL HAVE MARKED THE CENTERLINE OF THE COLUMNS ON THE FLOOR; THESE LINE SHOULD CONTINUE THE LENGTH OF THE STORE SO THAT WE CAN PERFORM ALL LAYOUT LINES OFF OF THESE MARKS. GC WILL CONFIRM THAT THE LINES ARE 90 DEGREES (PERPENDICULAR) TO EACH OTHER SO THAT WE ARE SURE OF AN ACCURATE LAYOUT. §MILLWORKERS ARE TO PREPARE AT LEAST TWO DRAWINGS BASED UPON THE SHOP DRAWINGS FOR THE MILLWORK. THE FIRST DRAWING IS TO SHOW ALL OF THE DIMENSIONS ON THE FLOOR PLAN. THIS WILL BE USED TO LAY OUT THE STORE IN THE FIELD TO MATCH WHAT IS BEING BUILT IN THE SHOP. THE SECOND DRAWING IS TO SHOW THE LOCATIONS (HEIGHT ABOVE FLOOR, LOCATION IN PLAN) OF THE POWER CONNECTIONS FOR THE MILLWORK. THE PLAN SHOULD ALSO INDICATE THE TYPE OF CONNECTION REQUIRED (PLUG IN DUPLEX, JUNCTION BOX WITH WHIP). §MILLWORKERS ARE TO PROVIDE BOTH ARCHITECT AND GENERAL CONTRACTOR WITH A SET OF MILLWORK SHOP DRAWINGS TO BE USED FOR COORDINATION PURPOSES (AFTER THE FINAL LAYOUT IS DETERMINED AND THE DRAWINGS HAVE BEEN REVISED TO REFLECT ANY MODIFICATIONS MADE ON SITE). THESE DETAILS WILL ALLOW FOR THE GC TO DETERMINE WHERE BLOCKING IS REQUIRED, EXTENT OF FINISHES REQUIRED IN WHITE BOX BUILD OUT, TYPE OF TRIM REQUIRED FOR MILLWORK VS SHEETROCK CEILINGS FOR ITEMS SUCH AS LINEAR DIFFUSERS AND LIGHT FIXTURES. §GENERAL CONTRACTOR IS TO LAYOUT RUNS FOR MAJOR DUCTS, ELECTRICAL RUNS AND SPRINKLER LINES, SO THAT WE CAN FORESEE ANY POTENTIAL CONFLICTS WITH PROPOSED SOFFITS AND CEILING HEIGHTS. DURING THE SITE MEETING: §GENERAL CONTRACTOR WILL HAVE A PERSON AVAILABLE (FROM THE DRYWALL SUBCONTRACTOR, I.E. THE PERSON WHO WILL ACTUALLY BE FRAMING THE WALLS, CEILINGS AND SOFFITS) TO MARK THE LAYOUT ON THE SLAB WITH CHALK LINES. ONCE APPROVED WE WILL USE SPRAY PAINT TO MAKE THE LINES PERMANENT. GC TO HAVE THE FOLLOWING TOOLS AVAILABLE FOR USE - LASER, CHALK LINE (AS MANY COLORS AS POSSIBLE), SPRAY PAINT, BOLD MARKERS (TO WRITE NOTES ON THE SLAB AS REQUIRED) LARGE SQUARE AND TAPE MEASURE. IN THE PAST WE HAVE FOUND IT HELPFUL FOR THE GC IF WE USE DIFFERENT COLORS OF CHALK/SPRAY PAINT TO INDICATE MILLWORK, DRYWALL AND CEILING SOFFITS. §MILLWORKER, ARCHITECT AND GC/FRAMER WILL PHYSICALLY LAYOUT THE STORE TOGETHER AND SIGN OFF ON THE LAYOUT WHEN COMPLETE. IN THE PAST WE HAVE FOUND THAT THERE IS NO ADVANTAGE TO HAVING THE GC LAYOUT THE STORE PRIOR TO THE MEETING AS MOST OF THE LAYOUT LINES WILL NEED TO MOVED SLIGHTLY. §THE HVAC SUB-CONTRACTOR SHOULD BE ON SITE TOWARDS THE END OF THE LAYOUT TO INDICATE RUNS FOR DUCTWORK (AGAIN, TO PREVENT CONFLICTS IN SOFFIT FRAMING AND CEILING HEIGHTS. ALL WORK SHOWN ON THESE DRAWINGS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL ASPECTS OF CONSTRUCTION AND BUILDING TRADES INCLUDING MILLWORK ITEMS. WORK DENOTED BY M.C. (MILLWORK CONTRACTOR) OR BY OWNER WILL BE FURNISHED BY OTHERS. G.C. IS TO REVIEW MILLWORK SHOP DRAWING & NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS & MILLWORK SHOP DRAWINGS 1. ANY EXISTING EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT IS BEING ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM PREMISES. 2. ALL ABOVE GROUND UTILITY LINES NOT TO BE REUSED MUST BE REMOVED TO POINT OF ORIGIN. 3. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE=USED MUST BE REMOVED BY GC. ROOF MUST BE PROPERLY PATCHED BY MALL REQUIRED ROOFER. ROOF CURBS MUST BE REMOVED AND ROOF PATCHED - DO NOT CAP. COORDINATE ALL WORK WITH MALL OPERATIONS DIRECTOR. 4. SLAB REQUIREMENTS: SLAB ON GRADE: TENANT'S GENERAL CONTRACTOR SHALL ADVISE THE OPERATION TEAM PRIOR TO ANY SLAB MODIFICATIONS OR REMOVAL. GC SHALL VERIFY THAT WORK SHALL NOT CONFLICT WITH ANY EXISTING STRUCTURAL, UTILITY, OR OTHER UNDER SLAB CONDITION. (NONDESTRUCTIVE VERIFCATION MAYBE REQUIRED>) ANY DAMAGE OR DOWNTIME CAUSED BY GC'S WORK SHALL BE REPAIRED AND REIMBURSED AT TENANT'S EXPENSE. ELEVATED SLABS: TENANT'S GENERAL CONTRACTOR SHALL ADVISE THE OPERATIONS TEAM PRIOR TO ANY SLAB MODIFICATION OR REMOVAL. IF ANY ELEVATED SLAB IS TO BE MODIFIED IN ANYWAY (DRILLED, CORED, OR PENETRATED), TENANT SHALL PROVIDE STAMPED AND CERTIFIED DRAWINGS BY A LICENSED STRUCTURAL ENGINEER CERTIFIED IN THE LOCAL JURISDICTION. ALL PENETRATIONS SHALL BE CORE BORED ONLY. SAW CUTTING, JACK HAMMERING, AND TRENCHING IS STRICTLY PROHIBITED. ALL PENETRATIONS SHALL BE SLEEVED, SEALED, FIRE STOPPED, AND WATERPROOFED. THE PENETRATION SLEEVE SHALL EXTEND A MINIMUM OF 4" ON EITHER SIDE OF THE SLAB AND BE LABELED WITH THE REQUIRED NFPA RATING. GC SHALL VERIFY THAT WORK SHALL NOT CONFLICT WITH ANY EXISTING STRUCTURAL, UTILITY, OR OTHER UNDER SLAB CONDITION. (NONDESTRUCTIVE VERIFICATION MAYBE REQUIRED.) ANY DAMAGE OR DOWNTIME CAUSED BY GC'S WORK SHALL BE REPAIRED AND REIMBURSED AT TENANT'S EXPENSE. 1. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE LANDLORD'S STRUCTURE, FLOOR DECK, OR ROOF DECK. GC MAY ATTACH, NON-DESTRUCTIVELY, TO OR SUSPEND FROM THE TOP CHORD OF THE JOIST OR THE STRUCTURAL STEEL WHICH EXISTS ABOVE THE TENANT SPACE. WHEN ATTACHING TO LANDLORD'S STRUCTURE, DO NOT DRILL, WELD, SCREW, OR SHOOT INTO STRUCTURE. ALTERNATIVE METHODS OF ATTACHMENT ONLY, NOTHING TO DAMAGE LANDLORD'S BASE BUILDING STRUCTURE. TENANT SHALL PROVIDE SIGNED AND SEALED STRUCTURAL DRAWINGS, BY A STRUCTURAL ENGINEER WITH LEGALLY ACTIVE REGISTRATION AS INDICATED BY ALL JURISDICTIONAL REQUIREMENTS, FOR ALL STRUCTURAL MODIFICATIONS FOR LANDLORD RECORDS. SITE KICKOFF MEETING NOTESGENERAL NOTES DISCLAIMER DRAWING LIST GENERAL DEMOLITION NOTES GENERAL CEILING NOTES IS S U E D A T E 03 . 0 7 . 2 0 2 2 - H I S T O R I C A L B O A R D S U B M I S S I O N DRAWING ARCHITECTURAL A-000 COVER SHEET A-001 DRAWING LIST AND GENERAL NOTES A-004 ACCESSIBILITY DESIGN STANDARDS D-200 DEMOLITION ELEVATION A-300 STOREFRONT ELEVATIONS A-500 RENDERINGS AT STOREFRONT ENTRY G-100 EXISTING PHOTOGRAPHS G-101 VISUAL MERCHANDISING WINDOW SAMPLES P:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-001 DRAWING LIST.dwg A-001 DRAWING LIST AND GENERAL NOTES DOOR NUMBER ( SEE DOOR SCHEDULE ) CEILING TYPE CEILING HEIGHT DETAIL TYPE NUMBER 1 XX X'-X" XX FINISH TAG X XXXX XXXX SCALE: XXXX DRAWING LABEL PORTAL NUMBERA X X-X X X-X X X-X DETAIL NUMBER SHEET NUMBER (ENLARGED DETAIL) DETAIL NUMBER SHEET NUMBER (ELEVATION) DETAIL NUMBER SHEET NUMBER (SECTION) SPECIFIC SHEET NOTES X ROOM NAME ROOM NUMBER 3 REVISION DELTA X XXXX XXX REVISION CLOUD XX COLUMN LINE BUBBLE XXXXX EL. X'-X" POINT DESCRIPTION ELEVATION/ DATUM X PARTITION TYPE NUMBER (SEE PARTITION SCHEDULE) SYMBOLS LEGEND SYMBOL SYMBOL TYPE SYMBOL SYMBOL TYPE COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD 2022-03-12 30 " M I N . 52" MIN.19" MIN. 30" MIN.19 " M I N . 34 " M I N . 48 " M I N . 30" MIN.42" MIN. HIGH FORWARD REACH 24" MAX. 34 " M A X . 46 " M A X . 30" 10" MAX 15 " MI N 48 " M A X . 30" MAX. SIDE REACH OVER AN OBSTRUCTION HIGH AND LOW SIDE REACH LIMITS 48 " M A X . 52" MIN. 48 " M A X . 21". MAX. 48 " M A X . 20" MAX. 52" MIN. MAXIMUM FORWARD REACH OVER AN OBSTRUCTION CLEAR FLOOR SPACE PARALLEL APPROACH CLOSETS 40 " M I N . 48 " M A X . 21". MAX. SHELVES NOTE: AT PASS THROUGH KITCHENS, A MIN. 40 INCH CLEAR PATH. AT 'U' SHAPED OR DEAD-END KITCHENS, 67 INCH MIN CLEAR. REACH DIAGRAMS APPLY TO EQUIPMENT AND REF/FREEZER27 " M I N . CL R . 34 " M A X . MINIMUM CLEARANCES FOR SEATING AND TABLES 34 " M I N 44 " M A X . >20"-25" MAX. 52" MIN. 27 " M I N . CL R . 34 " M A X . MINIMUM MANEUVERING CLEARANCES IN ALCOVES X> 2 8 " 36" MIN 64" MIN X> 1 5 " 52 " 10"MAX.30" MIN. T-SHAPE 180° TURNS CLEAR WIDTH FOR TWO WHEEL CHAIRS TO PASS PARALLEL THROUGH CORRIDOR 180° TURNS AROUND AN OBSTRUCTION WHEELCHAIR TURNING SPACE NOTE: * CORRIDORS WITH OCCUPANCY OF 9 OR LESS ** CORRIDORS WITH OCCUPANCY OF 10 OR MORE ALSO REFER TO OCCUPANT LOAD FOR REQUIRED EGRESS WIDTH. 67 " D I A . 42" MIN.*42" MIN.* 48 " M I N . 36 " M I N . * 36"*60" MIN. 36" MIN. *36" MIN. * 60 " M I N . 8" MIN. 8" MIN. 52 " M I N . 8" MI N . 68" MIN. CLR. 'X' < 52" 60 " M I N . 36" MIN. 24 " MA X . 52 " M I N . 24 " MA X . 32" MIN. MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR 32" MIN. ACCESSIBLE CORRIDORS AND TURNINGACCESSIBLE MINIMUM REACH > 2 ' - 0 " 3'-0" MIN. > 2 ' - 0 " 3'-0" MIN. 4' - 0 " MI N . 3' - 6 " MI N . 1'-6" MIN. 5' - 0 " MI N . X > 8 " 4' - 0 " MI N . X > 8 " 4' - 0 " MI N . X > 8 " 1'-0" MIN. RECESSED DOOR (PULL SIDE) RECESSED DOOR (PUSH SIDE) RECESSED DOOR WITH LATCH & CLOSURE OPENING W/O DOOR (SIDE) OPENING W/O DOOR (FRONT APPROACH) ACCESSIBLE OPENINGS AND RECESSED DOORS ACCESSIBLE PATH OF TRAVEL 44 " M I N * * 44" MIN**44" MIN** 44" MIN** 43" MIN.*43" MIN.* 43 " M I N . 44" MIN**44" MIN** 'X' < 52" 40 M I N . 60 M I N . 64 MIN. 40 MIN. 12 MIN. 12 MIN. 20 M I N . 36 M I N . 60 M I N . 68 MIN. 24 M I N . 36 MIN. 16 MIN. 16 MIN. 8 MIN. 8 MI N . 15 " M I N . 36 " M I N . 36" MIN. 8" MIN. 8" M I N . 44 " M I N . 36" MIN. 36 " M I N . 36" MIN. 42 " M I N . 38" MIN. 40 " M I N . 24 " MI N . 4" M I N . 24" MIN. 4" MIN. 90° TURNS AROUND AN OBSTRUCTION 52 " M I N . (D) FRONT APPROACH SLIDING DOORS 52 " M I N . (G) FRONT APPROACH FOLDING DOORS 42 " M I N . 54" MIN. (E) SLIDE SIDE APPROACH SLIDING/FOLDING DOORS 42 " M I N . (H) SLIDE SIDE APPROACH FOLDING DOORS 54" MIN. (F) LATCH SIDE APPROACH SLIDING DOORS 42 " M I N . 24" MIN. (H) LATCH SIDE APPROACH FOLDING DOORS 42 " M I N . 24" MIN. NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES 22". MIN. 54" MIN. PUSH SIDE 44 " M I N . 36" MIN.60 " M I N . PULL SIDE 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER HINGE APPROACH PUSH SIDE 44 " M I N . 48 " M I N . PULL SIDE LATCH APPROACH 24" MIN. * * * 24" MIN. 22" MIN. 54" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER** ** 18 " M I N . 18 " M I N . 52"" MIN. 52 " " M I N . DOORS AT ADJACENT WALLS DOORS AT OPPOSITE WALLS 48" MIN. 20 " " MI N . 52"" MIN. 12 " M I N . 12 " M I N . PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER BOTH DOORS OPEN OUT NOTES: FOR DOORS SERVING OTHER THAN A REQUIRED EXIT STAIRWAY DOOR IN SERIES ACCESSIBLE VESTIBULES ACCESSIBLE DOOR CLEARANCES-SIDE APPROACH 60 " " MI N . 60 " M I N . (a) PULL SIDE (INTERIOR DOOR) 32" MIN. NOTE:PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING (b) SLIDING DOOR (c) FOLDING DOOR 32" MIN. PULL SIDE CLEAR LEVEL LANDING PUSH SIDE CLEAR LEVEL LANDING PROVIDE 12" MIN. IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER NOTE: 2% MAX SLOPE AT EXTERIOR LANDINGS ONLY 52 " M I N . 60 " M I N . 12" 32" MIN. CLR. 18" CLR. @INT.DOORS 24" CLR. @ EXT. DOOR 10" MIN BOTTOM RAIL SINGLE-EFFORT, NON-GRASP HARDWARE AT 34" TO 44" A.F.F CBC 11B-404.2.7 FROM DOOR TO STOP 90.00° 18" MIN.X > 8 " PULL SIDE * * * CLEAR LEVEL LANDING * X PLAN NOTE: X= 18" MIN. ALCOVE DEPTH THEN Y=32" MIN. CLR. IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" CLEAR. 1'-4" [406] 1'-6" [457]\X19" MAX 36 " M A X @ S P O U T O U T L E T 27 " M I N . C L R . 9" [2 2 9 ] 6" [152] 8" MIN KNEE CLR. 11" MIN. 4" MAX. 15" MIN. 52 " X Y 4" M A X . 15 " M I N . 18 " M I N . 19 " M A X . PLAN OF "HIGH-LOW" DRINKING FOUNTAIN "HIGH" FOUNTAIN "LOW" FOUNTAIN NOTE: 1. ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES OR COMPLETELY BETWEEN WING WALLS SO AS TO NOT ENCROACH INTO THE PEDESTRIAN WAYS. WING WALLS SHALL PROJECT FROM THE WALL AND REST ON THE FLOOR OR FLOAT NO MORE THAN 6" AFF.( CBC 11B-602.9) 2. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE LOCATED 4" MAX. FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORZ. RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3" OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAX. WHERE POUTS ARE LOCATED 3"-5" MAX FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX. 3. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38" MIN AND 43" MAX. ABOVE THE FINISH FLOOR.17" MIN. CLR. Y X 52 " EQ EQ EQ EQ PLAN OF LOW DRINKING FOUNTAIN SECTION OF LOW DRINKING FOUNTAIN CLEAR FLOOR SPACE INSULATE HOT WATER PIPES AND DRAIN TO PROTECT AGAINST CONTACT. LINE OF REQUIRED CLEARANCE 18" MIN. [457] 17 " M I N . [ 4 3 2 ] 17" MIN. [432] DEPTH 8" MIN. KNEE CLR. 6"MIN. [153] 9" M I N . [ 2 2 9 ] 27 " M I N . [ 6 8 6 ] 29 " M I N . [ 7 3 7 ] 34 " M A X . [ 8 6 4 ] TO CENTERLINE 19 " . MA X . 52 " M I N . 30" MIN. PLAN VIEWSIDE ELEVATION 11"MIN. [279] 4'-6" 1'-0"3'-6" 19 " M I N TO O U T L E T 3'-0" [914] 1'-0" [305]\XMIN. 33 " - 3 6 " T O T O P OF G R I P P I N G S U R F A C E 17 " - 1 9 " 17"-18" 33 " - 3 6 " T O T O P OF G R I P P I N G S U R F A C E 7"-9" 2'-0" [610]\XMIN. TOILET SIDE ELEVATIONTOILET FRONT ELEVATION FLUSH ACTIVATOR WIDE SIDE 24" MIN 13 1/2" MIN. 17 " M A X 52 " M I N . 30" MIN. 6' MAX. 44 ' M A X . T O FL U S H C O N T R O L RIM CLEAR FLOOR SPACE URINAL PLAN VIEW URINAL SIDE ELEVATION EQEQ 30 " M I N 3' - 0 " [9 1 4 ] M I N . 5'-0"MIN. [1524] 6" [152] \XMAX. SL O P E 1/ 4 " / F T . MA X . NOTE: WHERE DRAINS ARE PROVIDED, GRATE OPENINGS ARE MAX. 1/4" AND FLUSH WITH FLOOR 6" [152] \XMAX. 6" [1 5 2 ] \ X M A X . 6" [1 5 2 ] \ X M A X . 48 " M A X . 33 " T O 3 6 " T . O . B A R ACCESSIBLE ROLL-IN SHOWER (NO SEAT)ACCESSIBLE LAVATORY ACCESSIBLE TOILET AND URINAL CL CLCL CL CL CL CL CL CL CL CL CL 33 " T O 3 6 " T . O . B A R 33 " T O 3 6 " T . O . B A R 59" MIN. HOSE HAND HELD SPRAYER SINGLE LEVER CONTROL VALVE ALLOWABLE CONTROL AREA SHOWN HATCHED CL ALLOWABLE CONTROL AREA SHOWN HATCHED ALLOWABLE CONTROL AREA SHOWN HATCHED PLAN VIEW ELEVATION VIEWS 60 " M I N . M I N . 56" MIN. - WALL MTD. W.C. - ADULT 59" MIN. - FLOOR MTD. W.C. - CHILDREN DOOR SHALL NOT SWING INTO THE REQUIRED MIN. AREA OF THE COMPARTMENT. TOILET PLAN 3' - 4 " 1' - 6 " 3'-4" COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD P:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-004 ACCESSIBILITY DESIGN STANDARDS.dwg A-004 ACCESSIBILITY DESIGN STANDARDS 2022-03-12 8 7 6 4 3 2.1 2 1 T.O FINISH FLOOR AT ENTRY C 0'-5 1 2" T.O.FINISH FLOOR AT ENTRY A&B 22'-10 1 4" SECOND LEVEL 16'-10 3/4" T.O.PARAPET ADJACENT TENANTS - N.I.C. A A.3 B C D 22'-10 1 4" SECOND LEVEL 16'-10 3/4" E F T.O.PARAPET E.7 T.O FINISH FLOOR AT ENTRY C 0'-5 1 2" T.O.FINISH FLOOR AT ENTRY A&B 0'-0" 02 DEMOLITION NORTH ELEVATION SCALE: 1/4" - 1'-0" COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD 01 DEMOLITION WEST ELEVATION SCALE: 1/4" - 1'-0" SCOPE OF WORK INCLUDES REMOVAL OF EXISTING TENANT FINISHES ONLY. EXISTING STONE CLADDING CORNICES, AND TRIMS TO STAY TENANT LEASELINE, EXTENT OF TENANT BUILDING FRONTAGE ADJACENT TENANTS - N.I.C. 01 02 03 0405 TYP. 01 02 03 04 05 TYP. EXISTING BUILDING SUITES/AREAS TO REMAIN. N.I.CTENANT LEASELINE SCOPE OF WORK INCLUDES REMOVAL OF EXISTING TENANT FINISHES ONLY. EXISTING STONE CLADDING CORNICES, AND TRIMS TO STAY 3/8/2022 6:59:10 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\D-200 DEMOLITION ELEVATIONS.dwg D-200 DEMOLITION ELEVATIONS 2022-03-12 22'-10 1 4" SECOND LEVEL 16'-10 3/4" T.O.PARAPET 8 7 6 4 3 2.1 2 1 T.O FINISH FLOOR AT ENTRY 0'-5 1 2" T.O. SIDEWALK FLOOR AT ENTRY 0'-0" T.O STONE BASE 1'-1 1 2" 958" [2 4 5 ] 5'-15 8" [1567] 22'-10 1 4" T.O FINISH FLOOR AT ENTRY 0'-5 1 2" T.O. SIDEWALK FLOOR AT ENTRY 0'-0" SECOND LEVEL 16'-10 3/4" T.O.PARAPET A A.3 B C D E FE.7 T.O STONE BASE 1'-1 1 2" 1' - 3 1 2" [3 9 3 ] 8'-23 4" [2507] 02 NORTH ELEVATION SCALE: 1/4" - 1'-0" 01 WEST ELEVATION SCALE: 1/4" - 1'-0" COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD MAIOLICA TILE (BEYOND) BR-E WOOD MT-07 NICKEL - BRUSHED ST-01 MARBLE STONE - VERDE ALPI MAIOLICA TILE (BEYOND) MAIOLICA TILE (BEYOND) MAIOLICA TILE (BEYOND) MT-07 NICKEL - BRUSHED ST-01 MARBLE STONE - VERDE ALPI MAIOLICA TILE (BEYOND) ST-01 MARBLE STONE - VERDE ALPI 3/8/2022 6:59:16 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-300 STOREFRONT ELEVATIONS.dwg A-300 STOREFRONT ELEVATIONS NEW SANDSTONE WINDOW SILL TO MATCH EXISTING BUILDING, TYP. MT-07 INCLINED LOGO - TYP. (BEYOND) 2022-03-12 B FINISH MATERIAL SAMPLES MT-07 SCALE: N.T.S. COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA: 5,653 SQ.FT. SALES AREA: 4,179 SQ. FT. BOH AREA: 1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT: MICHAEL ROSTKOWSKI PHONE: 907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT: MICHELLE CARRIERI PHONE: 646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD MAIOLICA TILE (BEYOND) LOGO MT-07 NICKEL - BRUSHED ST-01 MARBLE STONE - VERDE ALPI 3/8/2022 6:59:35 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-500 RENDERING AT STOREFRONT ENTRY.dwg A-500 RENDERING AT STOREFRONT ENTRY 1 STOREFRONT RENDERINGS STOREFRONT RENDERINGS SCALE: N.T.S. A FINISH MATERIAL SAMPLES MT-01 SCALE: N.T.S. MT-01 - WINDOW CLADDING NEW SANDSTONE SILL TO MATCH EXISTING EXISTING CUT SANDSTONE VENEER TO REMAIN C FINISH MATERIAL SAMPLES MT-11 SCALE: N.T.S. D FINISH MATERIAL SAMPLES ST-01 SCALE: N.T.S. E FINISH MATERIAL SAMPLES ST MORITZ-MAIOLICA SCALE: N.T.S. MT-07 - INCLINED LOGO (BEYOND) MT-11 FIXTURE (BEYOND) SCHEDULE VISUAL MERCHANDISING FASHION WINDOW, DISPLAY TO CHANGE SEAONALLY, REFER TO INSPIRATION IMAGES SHEET G-101 2022-03-12 HOPKINS AVE. ALLEY GA L E N A S T . DIOR GUCCI THE BRAND BALDWIN GALLERY ERMENEGILDO ZEGNA N A REFERENCE FOR PHOTOGRAPHS KEY PLAN SCALE: NTS 3/8/2022 6:59:45 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-003 EXISTING CONDITIONS.dwg G-100 EXISTING PHOTOGRAPHS COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD 01 LOOKING NORTH HOPKINS AVENUE EXISTING CONDITIONS PHOTO SCALE: NTS 01 02 02 LOOKING NORTH HOPKINS AVENUE EXISTING CONDITIONS PHOTO SCALE: NTS 03 LOOKING EAST GALENA STREET EXISTING CONDITIONS PHOTO SCALE: NTS 04 LOOKING SOUTH HOPKINS AVENUE EXISTING CONDITIONS PHOTO SCALE: NTS 03 04 05 LOOKING WEST GALENA STREET EXISTING CONDITIONS PHOTO SCALE: NTS 0 5 06 07 06 LOOKING WEST GALENA STREET EXISTING CONDITIONS PHOTO SCALE: NTS 07 LOOKING WEST GALENA STREET EXISTING CONDITIONS PHOTO SCALE: NTS 08 LOOKING AT THE SOUTHWEST CORNER OF GALENA ST. AND HOPKINS AVE. EXISTING CONDITIONS PHOTO SCALE: NTS 09 LOOKING SOUTH HOPKINS AVENUE EXISTING CONDITIONS PHOTO SCALE: NTS 10 LOOKING SOUTH HOPKINS AVENUE EXISTING CONDITIONS PHOTO SCALE: NTS 08 0910 2022-03-12 3/8/2022 6:59:51 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\G-101 DISPLAY WINDOW.dwg G-101 VISUAL MERCHANDISING WINDOW SAMPLES COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD 01 VISUAL MERCHANDISING WINDOW SAMPLES SCALE: NTS 2022-03-12