The URL can be used to link to this page

Home My WebLink About001 0.0 - COVERPROJECT NUMBER: CHECKED BY: DRAWN BY: REVISIONS: CURRENT SET: GREG MATTHEWS STUDIO 620 E. COTTONWOOD ST. SUITE 103BOZEMAN, MT 59715WWW.GREGMATTHEWSSTUDIO.COM GENERAL NOTESABBREVIATIONS ARCHITECT GENERAL CONTRACTOR CONSULTANTS PROJECT DATA INDEX OF DRAWINGS CURRENT ISSUE GREG MATTHEWS STUDIO 620 E. COTTONWOOD ST. SUITE 103 BOZEMAN, MT 59715 406.616.2454 1.DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THIS ARCHITECT WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM AND AGREEMENT WITH THIS ARCHITECT. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. 3.CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION, AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4.ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THOSE TRADES INVOLVED, AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 5.EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES FOLLOWING THEM. 6.CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS AND/OR SPECIFICATIONS TO THE TRADES UNDER THEIR JURISDICTION. 7.ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE AND IN PROPER ALIGNMENT. 8.ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS NOTED OTHERWISE. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. 9.THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS "EQUAL TO", "EQUIVALENT" OR "APPROVED EQUAL" ARE USED, THE ARCHITECT SHALL DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 10.ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF AT LEAST ONE (1) YEAR FROM APPROVAL FOR FINAL PAYMENT. 11.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR THEIR WORK. 12.CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY OF RELATED CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE WORK, LEAVE THE JOB SITE FREE OF ALL MATERIALS AND BROOM CLEAN. 13.DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. LARGER SCALE DRAWINGS SHALL GOVERN SMALLER SCALE. 14.PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATION OF FLOORING OR CARPETING. 15.TO INSURE PROPER AND ADEQUATE BLOCKING, ALL BLOCKING FOR CABINET WORK WILL BE THE RESPONSIBILITY OF THE CABINET CONTRACTOR. 16.UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL WALK THROUGH WITH THE ARCHITECT AND COMPILE A "PUNCH LIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS. 17.ANY CHANGE WHICH RESULTS IN EXTRA COST SHALL NOT PROCEED WITHOUT WRITTEN AUTHORIZATION OF THE OWNER AND THE ARCHITECT. 18.THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER. THE GENERAL CONT. IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE THROUGHOUT CONSTRUCTION. 19.ANY AMBIGUITIES, DISCREPANCIES, OR CONFLICTS DISCOVERED THROUGH THE USE OF THESE DRAWINGS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. M.H. MANHOLE MDF MEDIUM DENSITY FIBERBOARD MIN. MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING MTL. METAL MUL. MULLION N NORTH (N) NEW N.I.C. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL N.S. NON-STRUCTURAL N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER OH. OVERHEAD OPG. OPENING OPP. OPPOSITE O.W.S.J. OPEN WEB STEEL JOIST (P) PAINT PCT. PRE-CAST P.L. PROPERTY LINE P.LAM. PLASTIC LAMINATE PLAS. PLASTER PLYWD. PLYWOOD PR. PAIR P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER INCH P.T. PRESSURE TREATED PVC POLYVINYLCHLORIDE PVMT. PAVEMENT Q.T. QUARRY TILE R. RADIUS / RISER R.D. ROOF DRAIN REF. REFERENCE REFR. REFRIGERATOR REINF. REINFORCED REQ'D. REQUIRED RM. ROOM R.O. ROUGH OPENINGR.S. ROUGH SAWN (RESAWN)R.W. RED WOOD S SOUTH S.C. SOLID CORE SCHED. SCHEDULE SECT. SECTION S.F. SQUARE FOOT (FEET) SHT. SHEET SIM. SIMILAR S.I.P. STRUCTURAL INSULATED PANEL SPEC. SPECIFICATION(S) F.A. FIRE ALARM F.B.O. FURNISHED BY OTHERS F.D. FLR. DRAIN F.D.C. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.F. FINISH FLR. FIN. FINISH F.L. FLOW LINE FLR. FLOOR FLUOR. FLUORESCENT FND. FOUNDATION F.P. FIREPLACE FT. FOOT (FEET) FTG. FOOTING FURR. FURRING GA. GAUGE or GAGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GFI GROUND FAULT INTERRUPTED GWB GYPSUM WALLBOARD GYP. GYPSUM GYP. BD. GYPSUM BOARD H.B. HOSE BIBB H.C. HOLLOW CORE H/C HANDICAPPED HDR. HEADER HDWD. HARDWOOD H.M. HOLLOW METAL HORIZ. HORIZONTAL HPL HIGH PRESSURE LAMINATE HR. HOUR H.T. HEWN TIMBER HT. HEIGHT HVAC HEATING, VENTILATION AND AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE I.D. INSIDE DIAMETER INSUL. INSULATION INT. INTERIOR JAN. JANITOR JT. JOINT JST. JOIST KIT. KITCHEN LAM. LAMINATE LAV. LAVATORYLT. LIGHT LWT. LIGHTWEIGHT MAX. MAXIMUM MECH. MECHANICAL MED. MEDIUMMEMB. MEMBRANE MFR. MANUFACTURER A.BOLT ANCHOR BOLT ACTACOUSTICAL CEILING TILE ADD. ADDENDUM ADJ. ADJACENT A.F.F. ABOVE FINISHED FLR. ALUM. ALUMINUM ALT. ALTERNATE APPROX. APPROXIMATE ARCH. ARCHITECT(URAL) BD. BOARD BLDG. BUILDING BLK. BLOCK BLK'G. BLOCKING BM. BEAM BOT. BOTTOM BRG. BEARING BTWN. BETWEEN CAB. CABINET C.I.P. CAST-IN-PLACE C.J. CONTROL JT. CLG. CEILING CLR. CLEAR(ANCE) C.M.U. CONCRETE MASONRY UNIT C.O. CLEANOUT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS C.T. CERAMIC TILE DEG. DEGREE DEMO. DEMOLITION DET./DTL. DETAIL DIAG. DIAGONAL DIA. DIAMETER ∅ DN. DOWNDS. DOWNSPOUT DWG. DRAWING E EAST (E) EXISTING EA. EACH E.J. EXPANSION JOINT E.I.F.S. EXT. INSUL. AND FIN SYSTEM EL., ELEV. ELEVATION ELEC. ELECTRICAL ENCL. ENCLOSUREEQ. EQUAL EQUIP. EQUIPMENT EQUIV. EQUIVALENT E.W. EACH WAY E.W.C. ELECTRIC WATER COOLER EXP. EXPANSION EXT. EXTERIOR SPKR. SPEAKER SQ. SQUARE S.S. STAINLESS STEEL STAGG. STAGGERED STD. STANDARD STIFF. STIFFENER STL. STEEL STRUC. STRUCTURAL SUSP. SUSPENDED SYS. SYSTEM T TREAD T & B TOP AND BOTTOM T & G TONGUE & GROOVE THK. THICK T.O. TOP OF TYP. TYPICAL UBC UNIFORM BUILDING CODE U.N.O. UNLESS NOTED OTHERWISE UL UNDERWRITER'S LABORATORY V.B. VAPOR BARRIER V.R. VAPOR RETARDER VCT VINYL COMPOSITION TILE VER. VERIFY VERT. VERTICAL V.I.F. VERIFY IN FIELD V.T.R. VENT THROUGH ROOF W WEST / WIDTH, WIDE WH WARNOCK-HERSEY W/ WITH W.C. WATER CLOSET WD. WOOD W/O WITHOUT W.P. WATERPROOF(ING) W.R. WATER RESISTANT W.W.F. WELDED WIRE FABRIC℄ CENTERLINE ⅊ PLATE @ AT NOTE: CLARIFY WITH ARCHITECT ALL ABBREVIATIONS NOT LISTED ISSUE HISTORY 2205 DO 06.20.2024 COVER GMS POST 14 625 BOARDWALK AVENUE0.CVR RESUBMISSION 625 BOARDWALK AVENUE GMS POST 14STRUCTURAL & CIVIL ENGINEER BRIDGER ENGINEERS, INC. 2150 ANALYSIS DRIVE, SUITE B BOZEMAN, MT 59715 406.585.0590 FIRE SUPPRESSION ENGINEER LANDSCAPE ARCHITECT INCONTOUR PO BOX 1673 BOZEMAN, MT 59711 406.624.9111 MEP CONSULTANT WILLIAMS ENGINEERING - BOZEMAN 262 PRONGHORN TRAIL, SUITE A BOZEMAN, MT 59718 406.587.4669 06.20.2024 SITE PLAN RESUBMISSION LOT 2, BLOCK 3, FERGUSON FARM SUBDIVISION ZONING: B2 OCCUPANCY GROUP: BUSINESS GROUP B CONSTRUCTION TYPE: NEW CONSTRUCTION: TYPE V-B LOT AREA: 14,510 SF BUILDING FOOTPRINT 6,289 SF LOWER LEVEL GROSS AREA – 3,828 SF MAIN LEVEL GROSS AREA – 6,074 SF TOTAL GROSS AREA - 9,902 SF GROSS BUILDING B OCCUPANCY - 6,709 SF GROSS BUILDING ACCESSORY MECHANICAL & TENANT STORAGE - 3,193 SF APPLICABLE BUILDING CODES: 2021 International Building Code (IBC) 2021 International Mechanical Code (IMC) 2021 International Fuel Gas Code (IFGC) 2021 Uniform Plumbing Code (IAMPO)2020 National Electrical Code (NEC) 2021 International Fire Code (IFC) 2021 International Energy Conservation Code (IECC) ICC A117.1-2017 STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES COFFMAN ENGINEERS 751 OSTERMAN DRIVE, SUITE 104 BOZEMAN, MT 59715 406.582.5815 SCOPE OF WORK: CONSTRUCT NEW COMMERCIAL PROPERTY - BUSINESS OCCUPANCY ON AN INFILL LOT WITH EXISTING PARKING, DRAINAGE AND ACCESS. CIVIL C1.0 CIVIL SITE PLAN C1.1 CIVIL GRADING & DRAINAGE PLAN C2.0 COB UTILITY DETAILS C2.1 STORMWATER DETAILS LANDSCAPE L1.1 PLANTING PLAN L1.2 PLANT SCHEDULE & NOTES L1.3 PLANTING DETAILS L2.1 IRRIGATION PLAN L2.2 IRRIGATION SCHEDULE & NOTES L2.3 IRRIGATION DETAILS ARCHITECTURAL A1.00 SITE EXISTING CONDITIONS A1.01 SITE PLAN A1.02 CONSTRUCTION MANAGMENT SITE PLAN A1.12 ACCESIBILITY PLAN A1.15 PARKING CALCULATIONS A1.16 STOREFRONT CALCS. & BUILDING SIGNAGE A2.01 OVERALL FLOOR PLANS A2.02 ROOF PLANS A3.01 ELEVATIONS OVERALL A4.01 BUILDING SECTIONS A4.02 BUILDING SECTION E1.02 MAIN LEVEL ELECTRICAL E004 PHOTOMETRIC LIGHTING MARTEL CONSTRUCTION 02.22.2024 SITE PLAN APPLICATION