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HomeMy WebLinkAbout001 A0.1 Cover Sheet General Notes#DATETITLE SHEET NUMBER DRAWING RELEASE 109 E. Oak St., Suite 1F Bozeman, MT • 59715-2962 (406) 624-0200• www.formescent.com CONSULTANTSDRAWN BY: JJM CHECKED BY: ABR THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS TO BE USED SOLELY FOR THE PURPOSES STIPULATD UNDER SEPARATE EXECUTED CONTRACTS WITH THE ARCHITECT. THIS DOCUMENT IS COPYRIGHTED AND IS NOT TO BE USED, DUPLICATED, OR OTHERWISE MODIFIED EXCEPT WITH EXPRESS PERMISSION OF THE ARCHITECTSCOPYRIGHT © 2023 FORMESCENT ARCHITECTS, PLLC ALL RIGHTS RESERVEDSEE COVER PAGE FOR ADDITIONAL CONTACT INFORMATION1 FOR STRUCTURAL COVER SHEET A0.1 03.25.2024 PUBLISH DATE: 9/3/2024 30x42 PROJECT No.: 23112BUFFALO RESTORATION ADDITIONPROJECT INFORMATIONBOZEMAN, MT 59715GALLATIN PARK SUBDIVISION555 MANLEY RDBLOCK 2 LOT 2-A2 CITY S.P. REVIEW 08.28.2024 CODE REVIEW CODE: 2021 INTERNATIONAL BUILDING CODE (IBC) OCCUPANCY TYPES: MAIN FLOOR - B & S-1, SECOND FLOOR - B TYPE OF CONSTRUCTION: TYPE V-B + AUTOMATIC SPRINKLER SYSTEM REQUIRED OCCUPANCY SEPARATIONS: NONE REQUIRED BUILDING LIMITATIONS: B OCCUPANCY: ALLOWABLE HEIGHT = 3 STORIES, 60 FEET ALLOWABLE AREA = 27,000 SQ. FT. ACTUAL B OCCUPANCY AREA: 5,386 SQ. FT. FIRST FLOOR = 2,156 SQ. FT. SECOND FLOOR = 3,230 SQ. FT. S-1 OCCUPANCY: ALLOWABLE HEIGHT = 2 STORIES, 60 FEET ALLOWABLE AREA = 27,000 SQ. FT. ACTUAL S-1 OCCUPANCY AREA: 6,544 SQ. FT. FIRE RESISTIVE REQUIREMENTS: 0 HOURS FOR ALL BUILDING ELEMENTS OCCUPANT LOAD: B OCCUPANCY: MAIN FLOOR = 2,156 SQ. FT./150 = 14.37 = 15 SECOND FLOOR = 3,230 SQ. FT./150 = 21.53 = 22 S-1 OCCUPANCY: MAIN FLOOR = 6,544 SQ. FT./500 = 13.08 = 14 TOTAL OCCUPANT LOAD = 51 MAIN FLOOR TOTAL OCCUPANT LOAD = 29 SECOND FLOOR TOTAL OCCUPANT LOAD = 22 EGRESS: SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY: B & S-1 OCCUPANCIES: 49 MAX. OCCUPANT LOAD OF SPACE 100 FT. MAX. COMMON PATH OF EGRESS TRAVEL DISTANCE STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT: B OCCUPANY FIRST STORY ABOVE GRADE PLANE: 49 MAX. OCCUPANT LOAD PER STORY 75 FT. MAX. EXIT ACCESS TRAVEL DISTANCE B OCCUPANCY SECOND STORY ABOVE GRADE PLANE: 29 MAX. OCCUPANT LOAD PER STORY 75 FEET MAX. EXIT ACCESS TRAVEL DISTANCE S-1 OCCUPANY FIRST STORY ABOVE GRADE PLANE: 29 MAX. OCCUPANCT LOAD PER STORY 75 FEET MAX. EXIT ACCESS TRAVEL DISTANCE EXIT ACCESS TRAVEL DISTANCE: B OCCUPANCY = 300 FEET MAX. S-1 OCCUPANCY = 250 FEET MAX. ACCESSIBILITY: IBC 1104.4 MULTISTORY BUILDINGS & FACILITIES. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH ACCESSIBLE STORY IN MULTILEVEL BUILDINGS AND FACILITIES. EXCEPTIONS: 1. AN ACCESSIBLE ROUTE IS NOT REQUIRED TO STORIES THAT HAVE AN AGGREGATE AREA OF NOT MORE THAN 3,000 SQ. FT. AND ARE LOCATED ABOVE AND BELOW ACCESSIBLE LEVELS. &-And L - @-At [-Channel 360º - Degree #-Pound (or) Number ABBREVIATIONS A AB - ANCHOR BOLT ACS FLR - ACCESS FLOOR ACS PNL - ACCESS PANEL ACT - ACOUSTICAL CEILING TILE AD - AREA DRAIN ADDM - ADDENDUM ADDL - ADDITIONAL ADJ - ADJUSTABLE (or) ADJACENT ADMIN - ADMINISTRATION AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APPROX - APPROXIMATE ARCH - ARCHITECTURAL (or) ARCHITECT AUTO - AUTOMATIC AWT - ACOUSTICAL WALL TREATMENT B BB - BULLETIN BOARD BD - BOARD BITUM - BITUMINOUS BLDG - BUILDING BLW - BELOW BM - BEAM BOT - BOTTOM BRG - BEARING BSMT - BASEMENT BTWN - BETWEEN BUR - BUILT-UP ROOFING C C - CHANNEL CAB - CABINET CANTIL - CANTILEVER CAP - CAPACITY CCTV - CLOSED CIRCUIT TELEVISION CG - CORNER GUARD CH - COAT HOOK CH BD - CHALKBOARD CJ - CONTROL JOINT CL - CENTER LINE CL - CLASS CLG - CEILING CLR - CLEAR CM - CONSTRUCTION MANAGER CO - CASED OPENING COL - COLUMN COMB - COMBINATION (or) COMBINED CONC - CONCRETE CONF - CONFERENCE CONN - CONNECT (or) CONNECTED CONSTR - CONSTRUCTION CONT - CONTINUE (or) CONTINUOUS CONTR - CONTRACT (or) CONTRACTOR COORD - COORDINATE CORR - CORRIDOR CPT - CARPET CSK - COUNTERSUNK CT - CERAMIC TILE CTR - CENTER CUH - CABINET UNIT HEATER CW - COLD WATER PIPING CYL - CYLINDER D D - DEPTH OR DEEP DEMO / (D) - DEMOLITION DEPT - DEPARTMENT DF - DRINKING FOUNTAIN DIA - DIAMETER DIAG - DIAGONAL OR DIAGONAL DIFF - DIFFUSER DIM - DIMENSION DISP - DISPENSER DIST PNL - DISTRIBUTION PANEL DIV - DIVISION DPTN - DEMOUNTABLE PARTITION DR - DOOR DS - DOWNSPOUT DWG - DRAWING DWTR - DUMBWAITER E EA - EACH EIFS - EXTERIOR INSULATION AND EJ - EXPANSION JOINT EL - ELEVATION ELEC - ELECTRIC ELEV - ELEVATOR EMER - EMERGENCY ENCL - ENCLOSURE ENTR - ENTRANCE EPRF - EXPLOSION PROOF EQ - EQUAL EQUIP - EQUIPMENT EWC - ELECTRIC WATER COOLER EXC - EXCAVATE EXH A - EXHAUST AIR EXH FN - EXHAUST FAN EXH HD - EXHAUST HOOD EXIST / (E) - EXISTING EXP - EXPANSION EXT - EXTERIOR F FA - FIRE ALARM FB - FIRE BLANKET FC BRK - FACE BRICK FD - FLOOR DRAIN FDTN - FOUNDATION FDV - FIRE DEPARTMENT VALVE FE - FIRE EXTINGUISHER FH - FIRE HOSE FHC - FIRE HOSE CABINIT FHP - FULL HEIGHT PARTITION FIN - FINISH FIXT - FIXTURE FLASH - FLASHING FLL - FLOW LINE FLR - FLOOR FLR SK - FLOOR SINK FLEX - FLEXIBLE FLG - FLANGE FLUOR - FLUORESCENT FP - FIREPROOF FRMG - FRAMING FS - FULL SIZE FT - FOOT (or) FEET FTG - FOOTING FURG - FURRING FUT - FUTURE G GA - GAUGE GAL - GALLON GALV - GALVANIZED GB - GRAB BAR GC - GENERAL CONTRACTOR GEN - GENERATOR GEN - GENERAL GL - GLASS GL BK - GLASS BLOCK GR BM - GRADE BEAM GSB - GYPSUM SHEATHING BOARD GYP BD - GYPSUM BOARD H H - HIGH HB - HOSE BIBB HD - HAND DRYER HDCP - HANDICAPPED HDR - HEADER HDW - HARDWARE HM - HOLLOW METAL HNDRL - HANDRAIL HORIZ - HORIZONTAL HT - HEIGHT HVAC - HEATING, VENTILATING, AND HW - HOT WATER HDWD - HARDWOOD I IC - INTERCOMMUNICATION ID - INSIDE DIAMETER INSUL - INSULATION INT - INTERIOR J JAN - JANITOR J-BOX - JUNCTION BOX K KO - KNOCK OUT L LAV - LAVATORY LB - POUND LCD - LINEAR CEILING DIFFUSER LIN - LINEAR LKR - LOCKER LLH - LONG LEG HORIZONTAL LLV - LONG LEG VERTICAL LOC - LOCATION LPT - LOW POINT LT - LIGHT LTG - LIGHTING LVR - LOUVER M MAN - MANUAL MATL - MATERIAL MAX - MAXIMUM MC - MEDICINE CABINET MECH - MECHANICAL MEMB - MEMBRANE MEZZ - MEZZANINE MFG - MANUFACTURER MH - MANHOLE MID - MIDDLE MIN - MINIMUM MIRR - MIRROR MISC - MISCELLANEOUS ML - MONOLITHIC MO - MASONRY OPENING MOT - MOTOR MTD - MOUNTED MTL - METAL MULL - MULLIONN NA - NOT APPLICABLE NIC - NOT IN CONTRACT NO - NUMBER NOM - NOMINAL NRC - NOISE REDUCTION COEFFICIENT NTS - NOT TO SCALEO OC - ON CENTER OD - OUTSIDE DIAMETER OFF - OFFICE OPNG - OPENING OPP - OPPOSITE ORD - OVERFLOW ROOF DRAIN P PART - PARTITION PB - PUSHBUTTON PCC - PRECAST CONCRETE PCD - PAPER CUP DISPENSER PED - PEDESTAL PL - PROPERTY LINE PLAM - PLASTIC LAMINATE PLAS - PLASTER PLBG - PLUMBING PLWD - PLYWOOD PNL - PANEL PR - PAIR PRELIM - PRELIMINARY PRESS - PRESSURE PRI - PRIMARY PROJ - PROJECT PRV - POWER ROOF VENTILATOR PTD - PAPER TOWEL DISPENSER PVC - POLYVINYL CHLORIDE Q QT - QUARRY TILE R R - RADIUS (or) RISER RA - RETURN AIR RADN - RADIATION RB - RESILIENT BASE RD - ROOF DRAIN REC - RECESSED REF - REFERENCE REF - REFRIGERATOR REG - REGISTER REINF - REINFORCE REQD - REQUIRED REV - REVISION RH - ROOF HATCH RM - ROOM RO - ROUGH OPENING RVS - REVERSE RWL - RAIN WATER LEADER S SCHED - SCHEDULE SD - SOAP DISPENSER SDMPR - SMOKE DAMPER SECT - SECTION SF - SQUARE FOOT SFTWD - SOFTWOOD SHR - SHOWER SHR HD - SHOWER HEAD SHT - SHEET SHTHG - SHEATHING SIM - SIMILAR SLNT - SEALANT SLV - SLEEVE SND - SANITARY NAPKIN DISPENSER SNDU - SANITARY NAPKIN SOG - SLAB ON GRADE SP - STANDPIPE SPEC - SPECIFICATION SQ - SQUARE SQ YD - SQUARE YARD SS - SERVICE SINK SST - STAINLESS STEEL ST - STREET STC - SOUND TRANSMISSION STD - STANDARD STOR - STORAGE STRUCT - STRUCTURAL SUPVR - SUPERVISOR SUSP - SUSPEND SW - SWITCH SYMM - SYMMETRICAL T T - TEMPERED TAN - TANGENT TD - TOWEL DISPENSER TD - TRENCH DRAIN TEL - TELEPHONE TEMP - TEMPERATURE TER - TERRAZZO T&G - TONGUE AND GROOVE THRES - THRESHOLD TK BD - TACKBOARD TPH - TOILET PAPER HOLDER TV - TELEVISION TYP - TYPICAL U UC - UNDERCUT (OR) UFD - UNDERFLOOR DUCT UGND - UNDERGROUND UH - UNIT HEATER UNFIN - UNFINISH UNO - UNLESS NOTED OTHERWISE UR - URINAL UTIL - UTILITY V VENT - VENTILATION VERT - VERTICAL VEST - VESTIBULE VTR - VENT THROUGH ROOF W W - WIDE W/ - WITH W/O - WITHOUT WD - WOOD WDW - WINDOW WF - WIDE FLANGE WH - WALL HYDRANT WH - WATER HEATER WP - WATERPROOFING WS - WEATHERSTRIP WSCT - WAINSCOT WT - WEIGHT WWF - WELDED WIRE FABRIC SYMBOLS FINISH SYSTEM AIR CONDITIONING DISPOSAL UNIT CLASSIFICATION WC - WATER CLOSET UNDER COUNTER Angle C -CenterlineL DETAILDRAWINGSHEETNO. SECTIONDRAWINGSHEETNO. DOORSIZE WINDOWSIZE/TYPE KEYNOTE 1 REVISION 1 SYMBOLS AND ABBREVIATIONS EGRESS3050SH 3068 (N) - NEW PL - PLATE L - STEEL ANGLE BUFFALO RESTORATION ADDITION 555 MANLEY RD BOZEMAN MT 59715 DRAWING INDEX A0.1 COVER SHEET, GENERAL NOTES 018 MAIN FLOOR PLAN 019 SECOND FLOOR PLAN 020 ELEVATIONS 021 ELEVATIONS 022 023 024 025 BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS 026 ROOF PLAN MAIN FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN 013 PLANTING PLAN, PLANT SCHEDULE & NOTES 014 015 016 017 PLANTING DETAILS & MATERIAL SCHEDULES IRRIGATION PLAN IRRIGATION DETAILS CIVIL 1 COVER 2 GENERAL NOTES 3 EXISTING CONDITIONS4 SITE PLAN5 DIMENSION PLAN6 GRADING & DRAINAGE PLAN7 DETAILS8 DETAILS LANDSCAPE STRUCTURAL S1.0 GENERAL NOTES S1.1 S1.2 S2.1 S3.1 S4.1 S4.2 S5.1 S5.2 SPECIAL INSPECTION SHEET INDEX & ABBREVIATIONS FOUNDATION PLAN 2ND FLOOR FRAMING FOUNDATION DETAILS FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS C1.0 ARCHITECTURAL SITE PLAN 9 CONST. MANAGEMENT PLAN ARCHITECTURAL 08.29.2024PDF #SHEET TITLE X X X X X X X X X X X X X X X X X X X X X RELEASE DATE X X SHT # 001 002 003 004 005 006 007 008 009 010 011 012 L1.1 L1.2 L2.1 L2.2 A1.0 A1.1 A2.0 A2.1 A3.0 A3.1 A3.2 A3.3 A4.0 E1.0 E1.1 GENERAL NOTES CODES: 1. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING JURISDICTIONS, AND ASSOCIATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL WORK IS TO BE DONE IN ACCORDANCE WITH GOVERNING JURISDICTIONS, LAWS, ORDINANCES, CODES COVENANTS AND COMMITTEES OR ORGANIZATIONS. 2. STATE OF MONTANA ADOPTED CODES 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL RESIDENTIAL CODE ICC A117.1 ACCESSIBILITY 2017 ED. 2021 INTERNATIONAL ENERGY CONSERVATION CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL FUEL GAS CODE 2021 UNIFORM PLUMBING CODE 2020 NATIONAL ELECTRIC CODE 3. PROVIDE SAFETY REQUIREMENTS IN ACCORDANCE WITH ALL GOVERNING JURISDICTIONS, LAWS, CODES, ORDINANCES AND REGULATIONS. TEMPORARY FACILITIES: 1. CONTRACTOR TO COORDINATE AND PROVIDE TEMPORARY FACILITIES AS REQUIRED. INCLUDING BUT NOT LIMITED TO: TEMPORARY POWER, TEMPORARY SANITARY FACILITIES, TEMPORARY HEAT, TEMPORARY WATER, TEMPORARY VENTILATION. QUALITY ASSURANCE & COORDINATION: 1. DRAWINGS ARE FOR INTENT ONLY AND DO NOT DESCRIBE ALL CONDITIONS AND DETAILS OF CONSTRUCTION. DO NOT SCALE DRAWINGS. COORDINATE WITH ARCHITECT AS REQUIRED WHERE DISCREPANCIES ARE ENCOUNTERED. 2. CONTRACTOR TO COORDINATE STRUCTURAL ELEMENTS, MECHANICAL, ELECTRICAL, PLUMBING, GENERAL PRODUCTS AND CONSTRUCTION ASSEMBLIES AND CONSTRUCTION PROCEDURES. 3. ALL WORK IS TO BE DONE IN ACCORDANCE WITH INDUSTRY STANDARDS AND MANUFACTURERS INSTRUCTIONS BY SKILLED TRADESMEN. 4. PROVIDE PROTECTION OF WORK IN PLACE FROM DAMAGE BY CONSTRUCTION PROCEDURES OR NATURAL FORCES. 5. ALL WORK TO BE SQUARE, PLUMB, LEVEL AND IN PROPER ALIGNMENT. 6. CONTRACTOR SHALL INSPECT WORK AND ASSURE THAT IT IS ACCEPTABLE PRIOR TO INSTALLATION OF ADDITIONAL MATERIALS BY SUBSEQUENT TRADES. 7. CUTTING AND PATCHING OF MATERIALS SHALL BE DONE IN ACCORDANCE WITH MANUFACTURES REQUIREMENTS OR INDUSTRY STANDARDS FOR GENERIC PRODUCTS. CUTTING AND NOTCHING OF STRUCTURAL BEAMS AND COLUMNS SHALL BE APPROVED PRIOR TO PROCEDURES. 8. ALL WORK IS TO BE GUARANTEED BY THE CONTRACTOR TO BE DEFECTIVE FREE FOR A PERIOD OF ONE YEAR UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER OF ADDITIONAL PRODUCT MANUFACTURER WARRANTEES WHICH EXTEND BEYOND 1 YEAR. SUBMITTALS: 1. CONTRACTOR IS RESPONSIBLE FOR ALL DEFERRED SUBMITTALS REQUIRED BY GOVERNING JURISDICTION, INCLUDING BUT NOT LIMITED TO: A. ELECTRICAL LOAD CALCULATIONS AND PANEL SCHEDULE B. BOILER AND OR FURNACE EQUIPMENT SIZING. SITE DEVELOPMENT NOTES GENERAL NOTES: 1. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING JURISDICTIONS, AND ASSOCIATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL WORK IS TO BE DONE IN ACCORDANCE WITH GOVERNING JURISDICTIONS, LAWS, ORDINANCES, COVENANTS AND COMMITTEES OR ORGANIZATIONS. 2. DRAWING IS FOR GENERAL INTENT ONLY AS DOES NOT DESCRIBE ALL ON SITE CONDITIONS. CONTRACTOR TO FIELD VERIFY ALL SITE CONDITIONS. WHERE SUBSOIL CONDITIONS ENCOUNTERED DURING EXCAVATION VARY FROM GEO-TECHNICAL REPORT OR WHERE CLAY SOILS AND OR HIGH WATER CONTENT IS EVIDENT, CONTRACTOR SHALL NOTIFY ARCHITECT PRIOR TO FURTHER CONSTRUCTION. 3. CONTRACTOR TO ESTABLISH AND MAINTAIN BENCHMARK ELEVATION POINTS, PROPERTY CORNERS , EASEMENTS, PROPERTY LIMIT LINES AND EXISTING UTILITY LOCATIONS. 4. CONTRACTOR TO COORDINATE AND OBTAIN REQUIRED PERMITS FOR CONNECTION TO EXISTING UTILITIES. 5. CONTRACTOR TO PROVIDE PROTECTION OF ADJACENT PROPERTIES AND PUBLIC R.O.W. PROVIDE EROSION CONTROL BALES AND SEDIMENTATION PONDS DOWN SLOPE FORM ALL EXCAVATION TO PROTECT ADJACENT PROPERTIES, WETLANDS AND WATERWAYS FROM SEDIMENTATION RUNOFF. 6. CONTRACTOR TO COORDINATE STAGING AREAS AND TEMPORARY STOCKPILE LOCATIONS FOR SURCHARGE AND TOPSOIL TO BE REUSED. 7. PROVIDE AREAS ON SITE FOR TEMPORARY STORAGE OF CONSTRUCTION WASTE AND RECYCLABLE MATERIALS. PROVIDE MITIGATION FOR SEEPAGE AND DISPERSION OF WASTE MATERIALS DUE TO NATURAL WIND AND WATER FORCES. 8. GRADE ALL AREAS FOR DRAINAGE AWAY FROM FOUNDATION. LANDSCAPED AREAS TO BE MINIMUM SLOPE 1/2" / 1' TO 6' FROM PERIMETER OF EXTERIOR WALLS. HARDSCAPE SURFACES TO SLOPE MINIMUM 1/4" / 1'-0" AWAY FROM EXTERIOR WALLS. 9. CONTRACTOR TO PROVIDE ROUGH GRADE TO WITHIN 4" OF FINISH GRADE. PROVIDE 4" TOPSOIL AND FINAL GRADE. COORDINATE SUB IRRIGATION PRIOR TO FINAL GRADING. 10. CONTRACTOR TO MAINTAIN SITE IN AN ORDERLY FASHION, FREE FROM POLLUTANTS, DEBRIS AND HAZARDOUS CONDITIONS. 11. CONTRACTOR TO ESTABLISH PROTOCOL WITH EMPLOYEES, SUBCONTRACTORS, AND ON SITE REPRESENTATIVES FOR SITE ACCESS, PARKING, AND LIMITS OF CONSTRUCTION TO PREVENT DAMAGE TO ADJACENT PROPERTIES AND RIGHTS OF WAY. 12. CONTRACTOR TO PROVIDE ANY REQUIRED IMPROVEMENTS WITHIN RIGHT OF WAY, WHERE REQUIRED BY GOVERNING JURISDICTION OR COVENANTS. ACCESSIBILITY: The City of Bozeman Building Division will not review for compliance with, nor is responsible for enforcement of the Federal Americans with Disabilities Act of 1990, the Rehabilitation Act of 1973, the Fair Housing Amendments Act of 1988, Title 49, Chapter 2, commonly known as the Montana Human Rights Act, or other similar federal, state, or local laws, that mandate accessibility to commercial construction or multifamily housing. SITE DRAINAGE 1. A MINIMUM SLOPE OF 2% (1/4 INCH PER FOOT) TO BE PROVIDED WHERE POSSIBLE TO FACILITATE SITE DRAINAGE. 2. A MINIMUM SLOPE OF 4% (1/2 INCH PER FOOT) HAS BEEN PROVIDED FOR AT LEAST 10 FEET AWAY FROM THE BUILDING FOUNDATION. 3. NEW CONSTRUCTION SHALL DIRECT ATTENDANT STORMWATER DRAINAGE INTO PUBLIC OR PRIVATE FACILITIES, NOT ONTO THE LAND OF ADJOINING PROPERTY OWNERS. 4. A MINIMUM OF 6 INCHES TO BE PROVIDED FROM THE FINISH GRADE TO THE BOTTOM OF THE EXTERIOR SIDING. 5. ROOF DOWNSPOUTS MUST BE DIRECTED TO SPLASH BLOCKS THAT DEFLECT THE WATER AWAY FROM THE BUILDING. GRADING MUST DIRECT WATER AWAY FROM THE SPLASH BLOCKS AND THE BUILDING. 6. ROOF AND SITE DRAINAGE MUST BE DIRECTED TO PERMEABLE AREAS OF THE SITE. THE OVERALL SITE DRAINAGE WILL BE DESIGNED TO TAKE FULL ADVANTAGE OF THESE AREAS. 7. BASEMENT, CRAWLSPACE OR FOUNDATION SUBSOIL DRAINAGE SYSTEMS, INCLUDING SYSTEMS UTILIZING SUMP PUMPS MAY NOT BE DRAINED DIRECTLY ONTO THE PUBLIC WAY. STORMWATER CONTROL 1. DISTURBED LAND AREAS MUST BE PROTECTED AND CONTAINED PREVENTING SOIL OR DEBRIS FROM ENTERING OR BEING TRACKED ONTO ANY ROAD, ALLEY, GUTTER, STORM DRAIN, WATERWAY, OR ADJACENT PROPERTY. 2. CONSTRUCTION DEWATERING MUST RUN CLEAR AT ALL TIMES AND CANNOT PICK UP SEDIMENT PRIOR TO REACHING ANY INLET, DETENTION POND, CURB CHASE, DITCH, OR WATERWAY. 3. MATERIAL PILES MUST BE PROTECTED BY COVERING WITH A TARP OR INSTALLING ADEQUATE PERIMETER PROTECTION MEASURES. NOTE: MATERIAL PILES STORED IN ANY CITY RIGHT-OF- WAY REQUIRE AN ENCROACHMENT PERMIT APPROVED BY THE CITY'S ENGINEERING DEPARTMENT. 4. INFRASTRUCTURE PROTECTION MEASURES MUST BE INSTALLED AND MAINTAINED FOR ALL INLETS, CURB CHASES, DITCHES AND WATERWAYS RECEIVING RUNOFF FROM THE PERMITTED PROJECT SITE. 5. WASTE CONCRETE AND TRUCK WASHOUT MUST BE DISPOSED OF IN A DESIGNATED LINED PIT OR CONTAINER. 6. POLLUTANTS AND SOLID WASTES MUST BE STORED IN A COVERED BIN. GENERAL CONSTRUCTION NOTES GENERAL NOTES: 1. DRAWINGS ARE FOR INTENT ONLY AND DO NOT DESCRIBE ALL CONDITIONS AND DETAILS OF CONSTRUCTION. DO NOT SCALE DRAWINGS. COORDINATE WITH ARCHITECT AS REQUIRED WHERE DISCREPANCIES ARE ENCOUNTERED. 2. PROVIDE BACKING OR BLOCKING AS REQUIRED FOR ATTACHMENT OF ALL FIXTURES AND FURNISHINGS 3. PROVIDE TEMPORARY BRACING AS REQUIRED FOR ALL INSTALLATIONS. 4. GYPSUM BOARD a. PROVIDE 5/8" TYPE "X" GWB AT INTERIOR SIDE OF WOOD FRAMED ELEMENTS c. PROVIDE 5/8" GWB AT ALL INTERIOR CEILINGS d. PROVIDE WATER RESISTANT GWB AT ALL BATHROOM, LAUNDRY ROOMS AND AREAS WITH PROXIMITY TO PLUMBING FIXTURES. e. PROVIDE CEMENTITIOUS TILE BACKER AT ALL AREAS WITH CERAMIC OR NATURAL TILE. 5. INTERIOR FINISHES - INTERIOR WALL, FLOOR AND CEILING COVERINGS TO MEET MINIMUM STANDARDS INDICATED IN CURRENT ADOPTED CODES FOR FLAME SPREAD, SMOKE DEVELOPED, AND IMPERVIOUS. 6. SOUND ISOLATION. PROVIDE 3 1/2" SOUND BATT INSULATION AT ALL BATHROOM AND OFFICE WALLS, AND 7. DOORS a. EXTERIOR DOORS TO MEET IECC CODE REQUIREMENTS FOR U VALUE, INFILTRATION AND SGHC. 8. WINDOWS - ALL WINDOWS TO MEET IECC MINIMUM REQUIREMENTS FOR U VALUE, INFILTRATION AND SGHC PROVIDE SAFETY GLASS IN LOCATIONS REQUIRED BY CURRENT ADOPTED CODES. THERMAL & MOISTURE PROTECTION: 1. INSULATION VALUES INDICATED TO BE IN ACCORDANCE w/ CURRENT IECC PERSCRIPTIVE REQUIREMENTS OR TO MATCH THE "COM CHECK" WORKSHEET PROVIDED. CONTRACTOR TO PROVIDE MINIMUM VALUES INDICATED ON PLANS OR PRESCRIPTIVE VALUES INDICATED IN CURRENT IECC. 2. PROVIDE CONTINUOUS VAPOR BARRIER AT INTERIOR WALL AND CEILINGS, TAPE ALL SEAMS, JOINTS, PENETRATIONS AND PUNCTURES. 3. PROVIDE ENERGY EFFICIENCY COMPONENTS LABEL ON THE INSIDE BUILDERS SET: IT IS UNDERSTOOD THAT THE ARCHITECTS SCOPE IS TO PROVIDE A LIMITED SET OR A "BUILDER'S SET" OF DRAWINGS TO PROPERLY COMMUNICATE THE PROJECT DESIGN TO THE GENERAL CONTRACTOR. IT IS UNDERSTOOD THAT THE GENERAL CONTRACTOR WILL CARRY THE "BUILDER'S SET" OF DRAWINGS THROUGH COMPLETION OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE ALL PHASES OF CONSTRUCTION COMPLY WITH ANY AND ALL APPLICABLE CODES. FURTHER, IT IS UNDERSTOOD THAT THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ANY REQUIRED DETAILING NOT COVERED IN THE LIMITED SET OF DRAWINGS, INCLUDING BUT NOT LIMITED TO: ANY AND ALL FLASHING CONDITIONS WITH ROOF, WALL AND FLOOR DRAINAGE PLANES AS WELL AS ANY BUILDING FENESTRATIONS, CONNECTION DETAILS, SNOW MELT SYSTEMS, SITE WORK AND ANY OTHER DETAILS NOT PROVIDED IN THE LIMITED SET OF DRAWINGS AS WELL AS COORDINATION WITH THE VARIOUS MANUFACTURERS INVOLVED THROUGH OUT THE PROJECT. THE GENERAL CONTRACTOR SHALL COORDINATE ANY AND ALL SYSTEMS NOT COVERED IN THESE DOCUMENTS, INCLUDING BUT NOT LIMITED TO; MECHANICAL SYSTEM, PLUMBING SYSTEM, AND INTERIOR FINISHES. CONTACTS OWNER/DEVELOPER: B&G DEVELOPMENT LLC 2370 ARNICA DRIVE BOZEMAN MT 59715 REPRESENTATIVE: NICK ANDERSON, FACILITIES MANAGER @ BUFFALO RESTORATION 406-539-4165 Nick.Anderson@buffalorestoration.com ARCHITECT: FORMESCENT ARCHITECTS JOSHUA MOLLENKAMP 109 EAST OAK STREET SUITE 1F BOZEMAN MT 59715 406.624.0200 CIVIL ENGINEERS: WWC ENGINEERING ERIC RINGSAK P.E. 895 TECHNOLOGY BLD SUITE 203 BOZEMAN MT 59718 406.586.0262 LANDSCAPE ARCHITECTS: IN CONTOUR LESSA MILLARD 614 S. FERGUSON AVE. SUITE 3 BOZEMAN MT 59718 406.624.9111 STRUCTURAL ENGINEERS: DCI ENGINEERS STEVE BRACKMAN P.E. 400 W. MAIN STREET SUITE 207 HAMILTON MT 59840 406.532.4348 VICINITY MAP