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Home My WebLink AboutB15-0366 A100.pdf991 SF MERCANTILE 214 SF STORAGE MERCANTILE STORAGE LONGEST TRAVEL DISTANCE = 62' < 250' MAX PER IBC 1016.2 EAST SUITE EXIT LOAD =34 OCCUPANTS 34 OCC./EXIT X 0.2"/OCC.= 6.8" MIN. EGRESS WIDTH < 72" PROVIDED EXIT SIGN NOT REQUIRED PER IBC 1011.1 EXCEPTION 1 AREA CALCULATIONS MERCANTILE 991SF/30 SF/OCC = 33 OCCUPANTS STORAGE/STOCKROOM 214 SF/300 SF/OCC. = 1 OCCUPANT OCCUPANT LOAD 34 OCCUPANTS 34 OCC.<49 OCC MAX. - ONLY ONE EXIT ACCESS DOORWAY REQUIRED PER IBC 1015.1 PLUMBING SYSTEMS UTILIZE (E) LOWER LEVEL RESTROOMS PER IBC [P] 2902.3.2. SEE DIAGRAMS ON A101 Scale Project Number Date Drawn by Checked by The Arrabelle at Vail Square Building "D" Level Two Retail, Vail, CO 81657 THIS BOX FOR TOV APPROVALS ONLY 1" = 10'-0" 9/17/2015 3:59:08 PM A100 PROJECT INFORMATION 24515 ArraBelle Tenant Finish Vail Resorts Retail 16 September 2015 PT PT 2 1 3 4 Sht. No. DRAWING INDEX SYMBOLS LEGEND VICINITY MAP FINISH FLOOR TAG WALL TAG ROOM TAG INTERIOR ELEVATION TAG DOOR TAG COMP/DATA RECEPTACLE QUADPLEX RECEPTACLE TELE/COMM RECEPTACLE CEILING MOUNTED DUPLEX RECEPTACLE ROOM NAME 101 10 GENERAL A100 PROJECT INFORMATION ARCHITECTURAL A101 FLOOR & CEILING PLANS A102 FIXTURE & RESTROOM PLANS MECHANICAL M100 MECHANICAL SCHEDULES & SPECIFICATIONS M200 MECHANICAL PLAN ELECTRICAL E001 ELECTRICAL SPECIFICATIONS AND LEGEND E002 ONE-LINE & SCHEDULES E100 POWER PLAN E200 LIGHTING PLAN PROJECT LOCATION North PROJECT TEAM REGULATORY INFORMATION PROJECT DESCRIPTION TODD ARCHITECTURE, LLC PAUL TODD - PRINCIPAL 1521 15TH STREET DENVER, CO 80202 303-446-0460 EMAIL: paul@toddarchitecture.com ARCHITECT TENANT ELECTRICAL ENGINEER ADDRESS THE ARRABELLE AT VAIL SQUARE 675 LIONSHEAD PLACE BUILDING "D" LEVEL TWO RETAIL VAIL, CO 81657 OWNER ARRABELLE AT VAIL SQUARE LLC C/O VAIL RESORTS MANAGEMENT CO 390 INTERLOCKEN CRESCENT STE 1000 BROOMFIELD, CO 80021-8056 PARCEL NUMBER 2101-063-26-001 LEGAL SUMMARY DESC: LOT 1 Subdivision: VAIL SQUARE R200733757 EAS 12-31-07 R200733758 EAS 12-31-07 R200733759 EAS 12-31-07 R200733762 MAP 12-31-07 R200733763 DEC 12-31-07 R200801784 EAS 01-28-08 PROJECT SCOPE THIS PROJECT CONSISTS OF INTERIOR TENANT IMPROVEMENT WORK ON ONE LEVEL OF AN EXISTING STRUCTURE. THE WORK DOES NOT INVOLVE A CHANGE OF USE OR CHANGES TO EGRESS LOCATIONS, EXIT SIGNAGE, OR TRAVEL DISTANCES. THE NEW SCOPE OF WORK INCLUDES REWIRING AND/OR RELOCATION OF ELECTRICAL FIXTURES, MECHANICAL DISTRIBUTION, PAINT, INTERIOR FINISHES, AND STORE FIXTURES. JURISDICTIONS BUILDING THE TOWN OF VAIL FIRE VAIL FIRE DEPARTMENT APPLICABLE CODES ARCHITECTURAL 2012 INTERNATIONAL BUILDING CODE MECHANICAL 2012 INTERNATIONAL MECHANICAL CODE PLUMBING 2012 INTERNATIONAL PLUMBING CODE ELECTRICAL 2011 NATIONAL ELECTRICAL CODE FUEL GAS 2012 INTERNATIONAL FUEL GAS CODE FIRE PROTECTION 2012 INTERNATIONAL FIRE CODE ENERGY 2012 INTERNATIONAL ENERGY CONSERVATION CODE AMENDMENTS TOWN OF VAIL ORDINANCE NO. 12 SERIES OF 2012 BUILDING INFORMATION CONSTRUCTION TYPE TYPE I-B FIRE PROTECTION SPRINKLERED USE AND OCCUPANCY CLASSIFICATION MERCANTILE (RETAIL STORE) GROUP M VAIL RESORTS RETAIL SCOTT SPEEDY - REGIONAL MANAGER 492 EAST LIONSHEAD CIRCLE, SUITE 101 VAIL, CO 81657 970-476-9457 EMAIL: hspeedy@ssv.net MECHANICAL ENGINEER CHRISTOPHER MENGES ENGINEERING JEFF BELLMAN 1100 WEST LITTLETON BLVD., SUITE 400 LITTLETON, CO 80120 720-283-3018 EMAIL: jeff@mengeseng.com 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PAYMENT FOR AND ACQUISITION OF ALL REQUIRED PERMITS AND FEES ASSOCIATED WITH HIS/HER PORTION OF THE PROJECT. 2. THE CONTRACTORS SHALL CONFIRM THE LOCATION OF ALL EXISTING UTILITIES AND COORDINATE THE INSTALLATION OF ALL NEW UTILITIES AND METER LOCATIONS WITH THE UTILITY COMPANY OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO THOROUGHLY REVIEW AND BECOME FAMILIAR WITH ALL PERTINENT DOCUMENTS AVAILABLE REGARDING THE CONSTRUCTION OF THIS PROJECT. ANY AMBIGUITY OR DISCREPANCY DISCOVERED IN THE DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT WHO SHALL MAKE CLARIFICATIONS AND INTERPRETATIONS IN A TIMELY MANNER. THE CONTRACTOR'S FAILURE TO DISCOVER AND NOTIFY THE ARCHITECT OF SAID AMBIGUITY OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY RELATING TO THE MATTER. 4. CHANGES OR DEVIATIONS FROM THE DOCUMENTS, MADE BY THE CONTRACTOR OR THEIR SUPPLIERS, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, ARE UNAUTHORIZED CHANGES TO THE WORK AND AS SUCH SHALL RELIEVE THE ARCHITECT OF ALL RESPONSIBILITY FOR THE CONSEQUENCES ARISING THEREFROM. 5. PRIOR TO BEGINNING ANY NEW WORK OR INSTALLATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT PREVIOUSLY INSTALLED WORK AND/OR SUBSTRATE AND VERIFY THAT ALL SUCH WORK IS SATISFACTORY AND COMPLETE TO THE REQUIRED LEVEL OF ACCEPTANCE TO ALLOW FOR THE START OF SUBSEQUENT WORK. THE COMMENCEMENT OF ANY WORK SHALL INDICATE THAT ALL PREVIOUSLY INSTALLED WORK AND/OR SUBSTRATE WAS FOUND TO BE ACCEPTABLE AND INSTALLED ACCORDING TO INDUSTRY STANDARDS. ANY WORK FOUND TO BE IN UNACCEPTABLE CONDITION SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER OR TENANT. 6. THE CONTRACTOR(S) SHALL VISIT THE PROJECT SITE PRIOR TO ESTIMATING THE COST OF THE SCOPE OF WORK AND PRIOR TO ORDERING OR FABRICATING MATERIALS OR BEGINNING ANY CONSTRUCTION RELATED ACTIVITIES FOR THE PURPOSE OF BECOMING COMPLETELY FAMILIAR WITH THE SITE AND ALL EXISTING CONDITIONS WHICH MIGHT IMPACT THE COST OF, OR PERFORMANCE OF THE SCOPE OF WORK. 7. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND THE REQUIREMENTS OF ALL REGULATORY AGENCIES HAVING JURISDICTION OVER THE PROJECT. UNDER NO CONDITION DOES THE ARCHITECT HAVE RESPONSIBILITY FOR THE MEANS OR METHODS USED BY THE CONTRACTOR IN THE PERFORMANCE OF THE WORK OR FOR CONDITIONS OF SAFETY AT THE JOB SITE. 8. THE CONTRACTOR SHALL COORDINATE ALL FINISHES, MATERIALS, AND COLORS WITH THE ARCHITECT, GENERAL CONTRACTOR, OWNER AND TENANT. 9. ALL EXPOSED STEEL SURFACES THAT ARE WELDED ARE TO BE GROUND SMOOTH, PRIMED AND PAINTED. 10.DIMENSIONS OF AND FROM EXISTING CONDITIONS HAVE BEEN TAKEN FROM EXISTING DRAWINGS AND/OR FIELD MEASUREMENTS. ALL EXISTING DIMENSIONS ARE TO FINISH FACE UNLESS NOTED OTHERWISE ON DRAWINGS. THE CONTRACTOR(S) SHALL FIELD VERIFY ALL DIMENSIONS PERTAINING TO THE EXISTING CONDITIONS, INCLUDING ALL WORK ALREADY IN PLACE, PRIOR TO ORDERING OR FABRICATING MATERIALS, AND PRIOR TO START OF CONSTRUCTION. 11. IF, DURING THE COURSE OF ANY REQUIRED DEMOLITION WORK PERFORMED BY THE CONTRACTOR(S), OWNERS, OR OTHERS UNDER THE TERMS OF THE SUBCONTRACT OR OTHER AGREEMENT, HAZARDOUS WASTE IS ENCOUNTERED, SAME SHALL BE REMOVED AND DISPOSED OF AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. THE ARCHITECT AND GENERAL CONTRACTOR IS NOT KNOWLEDGEABLE OF THE EXISTENCE OF HAZARDOUS WASTE AND SHALL NOT BE HELD RESPONSIBLE FOR THE EXISTENCE OR REMOVAL OF HAZARDOUS WASTE. 12. THE CONTRACTOR(S) SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND DEBRIS. 13. ALL DIMENSIONS OF NEW WALLS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE ON DRAWING. 14.DO NOT SCALE THE DRAWINGS, IF QUESTIONS ARISE AS TO DIMENSIONAL REQUIREMENTS, CONTACT THE ARCHITECT FOR CLARIFICATION. 15. ITEMS OF EQUIPMENT OR CONSTRUCTION NOTED N.I.C. ARE NOT TO BE PROVIDED UNDER THE CONTRACT, AND UNLESS NOTED OTHERWISE SHALL BE FURNISHED AND INSTALLED BY OWNER'S SEPARATE CONTRACT. 16. ALL MATERIALS, FIXTURES AND EQUIPMENT PROVIDED UNDER THIS CONTRACT ARE TO BE PROVIDED IN NEW CONDITION WITH FULL MANUFACTURER'S WARRANTY, UNLESS NOTED OTHERWISE, AN ARE TO BE STORED AND INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. DAMAGED ITEMS SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 17. PROVIDE WATER RESISTANT SHEET ROCK AT ALL APPLICATIONS WHICH MAY BE SUBJECT TO THE ADVERSE EFFECTS OF MOISTURE. 18. INSTALL PORTABLE FIRE EXTINGUISHERS PER LOCAL CODE. LOCAL FIRE MARSHALL TO CONFIRM LOCATIONS WITH GENERAL CONTRACTOR. 19.NORTH ARROWS AS DEPICTED ON DRAWING SET ARE FOR PROJECT REFERENCE ONLY. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ORIENTATION OF PROJECT SITE AND SCOPE OF WORK TO BE COMPLETED PRIOR TO START OF WORK. 20. AN ACOUSTICAL STUDY HAS BEEN PREPARED FOR THIS PROJECT BY SONICS ESD, DATED 2 MAY 2007, AND CONTAINS IMPORTANT MITIGATION MEASURES NECESSARY TO ACHIEVE IMPROVED STC RATINGS. THIS REPORT IS AVAILABLE IN HARD COPY AND/OR ELECTRONICALLY FROM TODD ARCHITECTURE. CONTRACTORS ARE RESPONSIBLE TO OBTAIN, REVIEW, AND IMPLEMENT ALL ENHANCEMENTS CONTAINED IN THIS REPORT PERTAINING TO THEIR SCOPE OF WORK. ABBREVIATIONS ADJUSTABLE ADJ. WITH W/ INSULATION INS. LAMINATE INTERIOR INT. LAM. WINDOW WD. WIN. WOOD SQUARE SQ. EACH EA. FOOTING FTG. GYPSUM BOARD HORIZONTAL HANDICAPPED AND AIR CONDITIONING HEATING, VENTILATING HEIGHT HVAC. H.C. HOR. HGT. GAUGE FURRING FUTURE GA. FURR. GYP. BD. FUT. EXTERIOR ELECTRICAL ELEVATION FLOOR (ING) FOOT OR FEET FOUNDATION FLOOR DRAIN FINISH FT. F.D. FIN. FLR. FDN. EQUAL EXT. EL. EQ. ELEC. TOP OF STEEL T.O.S. TYPICAL UNLESS NOTED OTHERWISE UNDERWRITERS LABORATORIES VERTICAL UNFINISHED WATER RESISTANT UNF. W.R. VERT. U.L. TYP. U.N.O. STRUCTURAL STANDARD TOP OF CURB TOP OF WALL TONGUE AND GROOVE TOP OF CONCRETE THRESHOLD T-HOLD T.O.W. T. T.C T.&G. T.O.C. TREAD STL. STR. STD. STEEL CONCRETE CONC. DIAMETER CONTINUOUS DIMENSION DOWN DOOR EXISTING DRAWING (E) DIM. DN. DWGS DR. DETAIL DOUBLE CENTER DET. DIA. CONT. DBL. CTR. BLOCKING ARCHITECTURAL BASEMENT BOT. BOTTOM COLUMN BEARING CEILING COL. BRG. CLG. BSMT. BEAM BUILDING BLKG. BM. ARCH. BLDG. REFERENCE RADIUS REVISE (D), REVISION ROUGH OPENING SIMILAR SECTION SPECIFICATION REFLECT (ED) (IVE) RM. SPEC. SHT. SEC. SIM. SHEET ROOM R. R.O. RE RFL. REV. RAD. RISER ON CENTER OVERALL OVERHEAD OPENING PAINT (ED) PLYWOOD POUNDS PER SQ. IN. PRESSURE TREATED POUNDS PER SQ. FT. P.S.F. PT PL. P.S.I. P.WD. PNT. PLATE O.A. O.C. OH. OPG. CENTERLINE ACCESS PANEL ABOVE FINISHED FLOOR EXISTING A.P. (E) A.F.F. L C MECHANICAL MINIMUM MISCELLANEOUS NOT TO SCALE MANUFACTURER MIN. MFR. N.T.S. MISC. MECH. ELECTRIC WATER COOLER EWC LTWT. LIGHTWEIGHT SAFB SOUND ATTENUATION FIRE BLANKET GENERAL NOTES KAZIN & ASSOCIATES BRYAN KAZIN 9364 TEDDY LANE, SUITE 101 LONE TREE, CO 80124 720-489-1609 EMAIL: bryan@kazinengineer.com 1" = 10'-0" A100 2 CODE & EGRESS PLAN North No. Description Date 10/09/15