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Home My WebLink About001 A0-COVERPROJECT INFORMATION SITE AREA:10,958 SF ZONING:R2 CITY OF BOZEMAN,MT. SETBACKS & HEIGHTS:ALLOWEDFRONT 15'SIDES 5'REAR 20'HEIGHT MAX 40FT'CITY OF BOZEMAN UDC TABLE 38.320.030.E & 38.320.030.F BUILDING AREA:MAIN (HEATED):EXISTING 1212.25 SF GROSS (INC. EXT. WALLS)UPPER (HEATED):EXISTING 576.00 SF GROSS (INC. EXT. WALLS)SECOND DWELLING UNIT 953.00 SF GROSS (INC. EXT. WALLS) TOTAL:2,741 SF GROSS GARAGE:558 SF NETUNFINISHED: XXX SF NETSTORAGE:311 SF NET LOT AREA:LOT SIZE 10,958 SFBUILDING FOOTPRINT 2,334 SFLOT COVERAGE 25.0% F.A.R.:35.2X% COVERAGE (LESS THAN .75:1 RATIO)CITY OF BOZEMAN UDC TABLE 38.320.030.C 38.540.050. NUMBER OF PARKING SPACES REQUIREDTABLE 38.540.050-1PRIMARY DWELLING =2 (2 ON SITE)SECONDARY DWELLING=2 (ON STREET) >48 FT U NINTERRUPTED LINEAR FEET OF AVAILABLE STREET FRONTAGE USABLE FOR ON-STREET PARKING VICINITY MAP N. CHURCH AVENUEPERKIN'S PLACEFRIDLEY ST.401NORTH GENERAL NOTES INFORMATION CONTAINED IN THIS DRAWING SET HAS BEEN PREPARED FOR THE USE OF A PROFESSIONAL, LICENSED CONTRACTOR WHO IS FAMILIAR WITH BUILDING CODE AND OTHER LEGAL REQUIREMENTS WITHIN THE PROJECT'S JURISDICTION. NO WARRANTIES, EXPRESSED OR IMPLIED, ARE GIVEN OR INTENDED BY THE PREPARATION OF THESE DRAWINGS. IF THE CLIENT OMITTED CONSTRUCTION PHASE SERVICES AS PART OF THEIR AGREEMENT WITH UPPER PEAKS DESIGN, THE CLIENT SHALL BE SOLELY RESPONSIBLE FOR INTERPRETING ALL DOCUMENTS AND OBSERVING THE WORK TO DISCOVER, CORRECT, OR MITIGATE ERRORS, INCONSISTENCIES, OR OMISSIONS. IF THE CLIENT AUTHORIZES DEVIATIONS, RECORDED OR UNRECORDED FROM THE DOCUMENTS, THE CLIENT SHALL NOT BRING ANY CLAIM AGAINST UPPER PEAKS DESIGN AND SHALL INDEMNIFY AND HOLD UPPER PEAKS DESIGN HARMLESS. 1. 2. 3. 4.5. 6. 7. 8. 9.10. 11. 12. 13.14. 15. 16. 17. 18. 19.20.21. GENERAL PROJECT NOTES:ANY AMBIGUITIES OR DISCREPANCIES DISCOVERED BY THE USE OF THESE DRAWINGS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY.CHANGES OR DEVIATIONS FROM THE CONTRACT DOCUMENTS MADE WITHOUT THE KNOWLEDGE OR WRITTEN CONSENT OF THE ARCHITECT ARE UNAUTHORIZED. COORDINATE NECESSARY MODIFICATIONS WITH ARCHITECT PRIOR TO BEGINNING THE WORK.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SAFETY AND SHALL TAKE NECESSARY MEASURES TO ENSURE THE HEALTH AND SAFETY OF THEIR EMPLOYEES, SUBCONTRACTORS, BUILDING OCCUPANTS, PEDESTRIANS NEAR THE CONSTRUCTION SITE AND ACCESS ROUTES, AND ALL OTHER PERSONS IN AREAS AFFECTED BY THE CONTRACTOR’S CONSTRUCTION ACTIVITIES. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.MAINTAIN A CLEAN AND SAFE WORK SITE AT ALL TIMES.THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO SAFETY WHILE WORKING ABOVE AND/OR ADJACENT TO THE LOCATIONS OF THE BUILDING’S ENTRY DOORS. UNLESS DIRECTED OTHERWISE, ALL BUILDING ENTRANCES ARE TO REMAIN OPEN AND ACCESSIBLE TO BUILDING OCCUPANTS DURING THE COURSE OF THE PROJECT AND OVERHEAD PROTECTION WILL BE REQUIRED.SHOULD THE CONTRACTOR ENCOUNTER ANY EXISTING BUILDING MATERIALS SUSPECTED OF BEING HAZARDOUS, HE SHALL CEASE WORK IN THE AREA AND NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS, COORDINATING, AND SCHEDULING ALL REQUIRED INSPECTIONS FROM APPROPRIATE AGENCIES DURING THE COURSE OF THE PROJECT. PARTIES REQUIRED TO ATTEND SHOULD BE GIVEN A MINIMUM OF TWO WORKING DAYS NOTICE.NOTIFY OWNER OF ANY EXPECTED DISRUPTIONS IN SERVICE OR CHANGES IN CONSTRUCTION SCHEDULE AT LEAST 72 HOURS IN ADVANCE.DO NOT SCALE THE DRAWINGS. IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY THE ARCHITECT.THE DIMENSIONS GIVEN ON THESE PLANS FOR NEW CONSTRUCTION ARE TO THE FACE OF CONCRETE, FACE OF MASONRY, FACE OF STUD FRAMING, CENTERLINE OF COLUMNS, AND TOP OF SUB-FLOOR; UNLESS NOTED OTHERWISE. THE DIMENSIONS GIVEN ON THESE PLANS FOR NEW DOOR AND WINDOW UNITS ARE TO THE EDGE OR CENTERLINE OF ROUGH OPENING, UNLESS NOTED OTHERWISE. DIMENSIONS TAKEN FROM EXISTING CONSTRUCTION ARE FROM THE FACE OF THE EXISTING CONSTRUCTION, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS AND PLAN DIMENSIONS PRIOR TO CONSTRUCTION AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES.PROTECT WALLS, CEILINGS, FLOORS, AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN. COVER AND PROTECT, FURNITURE, FURNISHINGS, AND EQUIPMENT NOT TO BE REMOVED.PROVIDE NEW MATERIALS, COMPONENTS, AND ACCESSORIES NEEDED FOR A COMPLETE AND FINISHED INSTALLATION; UNLESS NOTED OTHERWISE. COORDINATE ALL WORK WITH SUBCONTRACTORS PRIOR TO BEGINNING WORK.PROVIDE BLOCKING FOR ALL WALL-MOUNTED CASEWORK, MILLWORK, GRAB BARS, HARDWARE, EQUIPMENT, ETC.PENETRATIONS OCCURRING IN FIRE-RATED CONSTRUCTION ASSEMBLIES ARE TO BE SEALED APPROPRIATELY TO MAINTAIN FIRE-RATING INTEGRITY.ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED PERSONNEL IN ACCORDANCE WITH BEST PRACTICES AND COMPLIANT WITH APPLICABLE BUILDING REGULATIONS AND CODES.THE CONTRACTOR SHALL INSPECT EXISTING CONDITIONS PRIOR TO PROCEEDING WITH EACH INSTALLATION OR PART OF THE WORK. DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING. START OF WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS.ALL WORK, MATERIAL STORAGE, AND STAGING SHALL OCCUR WITHIN CONSTRUCTION LIMITS SHOWN (EXCEPT NECESSARY INCIDENTAL WORK).CLEAN CONSTRUCTION AREA(S) AT CONCLUSION OF WORK. RETURN CONSTRUCTION AREA TO CLEANLINESS EXISTING BEFORE WORK BEGAN.REMOVE ALL DEMOLITON WASTE FROM PROJECT SITE.REFER TO STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS FOR COORDINATION OF WORK.ANY 3-DIMENSIONAL VIEWS INCLUDED ARE FOR GENERAL REFERENCE ONLY. REFER TO OTHER DRAWINGS AND DETAILS AS NEEDED. X 1011 A101 SIM 0 SECTION CALLOUT XXX 1 11 1 XXX 1 11 1INTERIOR ELEVATIONEXTERIOR ELEVATION VIEW NUMBER PAGE NUMBER STRUCTURAL GRID DOOR TAG PLAN NOTE CALL-OUT 1i WALL TAG 1t A1011SIM DETAIL CALLOUT 1View Name1/8" = 1'-0" GLAZING TAG DRAWING SYMBOLS ABA/CACTADD'LADDMADJAFFAHUAIBALTALUMANODAPPROXARCHAUTOA/VAVG BDBOBLDGBLKGBRGBSMTBTWNBOWBUR CABCBCCCDXCFCHCIPCIRCCJCLCLGCLRCMUCOCOLCONCCONSTCONTCONTRCOORDCPTCTCTRCTRDCW DBLDEGDEMODEPTDFDIADIMDISPDLDNDRDSDTLDWG EAEIFS EJELEVELECTENCLE.O.EQEQUIP(E)/EXISTESTETREWCEXHEXPEXT FBOFDFDN Anchor BoltAir ConditioningAcoustical Ceiling TileAdditionalAddendumAdjacentAbove Finished FloorAir Handling UnitAir Infiltration BarrierAlternativeAluminumAnodizedApproximate(ly)Architect(ural)AutomaticAudio / VisualAverage BoardBottom OfBuildingBlockingBearingBasementBetweenBottom of WallBuilt Up Roof CabinetCatch BasinCenter to CenterExterior Grade PlywoodCubic FeetChannelCast In PlaceCircumferenceControl JointCenterlineCeilingClearConcrete Masonry UnitClean OutColumnConcreteConstructionContinuousContractorCoordinateCarpetCeramic TileCenterCenteredCold Water DoubleDegreeDemolish, DemolitionDepartmentDrinking FountainDiameterDimensionDispenserDead LoadDownDoorDownspoutDetailDrawing EachExterior InsulationFinish SystemExpansion JointElevationElectric(al)EnclosureEdge OfEqualEquipmentExistingEstimateExisting to RemainElectric Water CoolerExhaustExpansionExterior Furnished By OthersFloor DrainFoundation FEFECFINFIXFLEXFLRFLUORFOFTFTGFV GAGBGCGALVGLGLU LAMGWB HBHCHD BDHDRHDRWHMHORIZHRHTHTGHTRHVAC HW IDININCINFOINSULINT JSTJT LLAVLBLFLLLTWTLVL MAGMANUFMASMAT'LMAXMECHMEDMEMBMEZZMDFMINMIRMISCMOMTDMTL N/ANIC#NOMNTS OCODOHOPNGOPP PART BDPERFPERIMPERPPKGP/L Fire ExtinguisherFire Extinguisher CabinetFinish(ed)FixtureFlexibleFloor DrainFluorescentFace OfFoot (Feet)FootingField Verify GaugeGrab BarGeneral ContractorGalvanizedGlassGlue Laminated BeamGypsum Wall Board Hose BibbHollow CoreHard BoardHeaderHardwareHollow MetalHorizontalHourHeightHeatingHeaterHeating, Ventilating,Air ConditioningHot Water Inside DiameterInchIncludeInformationInsulationInterior JoistJoint LengthLavatoryPoundLineal/Linear FeetLive LoadLightweightLaminated Veneer Lumber MagneticManufacturerMasonryMaterialMaximumMechanicalMediumMembraneMezzanineMedium Density FiberboardMinimumMirror(ed)MiscellaneousMasonry OpeningMountedMetal Not ApplicableNot In ContractNumberNominalNot to Scale On CenterOutside DiameterOverheadOpeningOpposite Particle BoardPerforatedPerimeterPerpendicularParkingProperty Line PLPLAMPLWDPNLPNTPREFABPREFINPSFPSIPSLPTPTDPVCPVMT QTY RRADRCPRDRDWDRE:RECPTREFREFGREINFREQDRESREVRMRO SANSCHEDSDSFSGSHTSHTGSHWRSIMSIPSNTSOGSPECSSSSDSTDSTLSTORSTRUCTSUB FLR TT&GTBTELTHRUTJITOTOWTPTSTATTVTYP UNFINUGUNO VACVCTVERTVB WW/WBWCWDWNDWW/OWPW/RWTWWF YD PlatePlastic LaminatePlywoodPanelPaintPrefabricatedPrefinishedPounds per Square FootPounds per Square InchParallel Strand LumberPointPaper Towel DispenserPolyvinyl ChloridePavement Quantity RiserRadiusReflected Ceiling PlanRoof DrainRedwoodRegardingReceptacleReferenceRefrigeratorReinforce(d), (ing)RequiredResilientRevision, RevisedRoomRough Opening SanitaryScheduleSoap DispenserSquare FeetSupply GrilleSheetSheathingShowerSimilarStructual Insulated PanelSealantSlab on GradeSpecificationsStainless SteelSee Structural DrawingsStandardSteelStorageStructuralSubfloor TreadTongue and GrooveTest BoreTelephoneThroughTruss Joist IncorporatedTop OfTop of WallToilet Paper DispenserThermostatTelevisionTypical UnfinishedUndergroundUnless Noted Otherwise Vacuum OutletVinyl Composite TileVerticalVapor Barrier WidthWithWhite BoardWater ClosetWoodWindowWithoutWaterproofWater ResistantWeightWelded Wire Fabric Yard ABBREVIATIONS PROJECT SCOPE: THE EXIS NG PROPERTY IS LOCATED AT 401 N. CHURCH AVENUE AND IS ZONE R-2. THE NEIGHBORHOOD IS A DENSE RESIDEN AL IN THE BREWERY DISTRICT. THE PROPERTY OWNER WOULD LIKE TO RAZE THE EXIS NG ONE CAR GARAGE AND COVERED OVERHANG LOCATED ON THE NORTH PROPERTY LINE. (SEE SHEET 1ES-T1 FOR EXIS NG CONDI ONS) IT IS THE OWNER’S INTENT TO ADD AN ATACHED TWO CAR GARAGE WITH ADDED CONDI ONED STORAGE SPACE ON THE GROUND LEVEL AND A FUTURE SECOND DWELLING UNIT ABOVE THE GARAGE. THE SECOND DWELLING UNIT LOCATED ABOVE THE GARAGE WOULD INCLUDE ALL FIRE-RESISTANT CONSTRUC ON REQUIRED BY THE INTERNATIONAL RESIDENTIAL CODE. THE OWNERS HAVE A GROWING FAMILY AND NEED EXTRA ROOM THAT WOULD INCLUDE THE SECOND DWELLING UNIT AS AN ADDI ON TO THEIR RESIDENCE UPON COMPLE ON OF CONSTRUC ON. THE FUTURE GOAL WOULD BE TO USE THE AREA ABOVE THE GARAGE AS THE PROPOSED SECONDARY DWELLING UNIT AS A RENTAL. IT IS THE OWNER ’S INTENT TO HAVE CONSTRUC ON COMPLETED BY THE END OF 2024. CONSULTANTSCOPYRIGHT: UPPER PEAKS DESIGN, PLLC 2024 ALL RIGHTS RESERVED REVIEWED BY:PROJECT:ISSUE:DATE:DRAWN BY:DESIGNED BY:UPPER PEAKS DESIGNS, PLLC 406-579-2872BOZEMAN, MONTANA (STRUCTURAL ENGINEERING ) AE Dynamics1902 West Dickerson Street, Suite 101. Bozeman,MT 59718Phone 406-763-6375Toll Free 877-208-84287/25/2024 10:56:39 AM7/25/2024 10:56:39 AMA0 COVER401 N. CHURCH01DesignerAuthorCheckerBUILDING PERMITBOZEMAN, MONTANAARCHITECTURAL A0 COVER A0.1 EXISTING SITE A0.2 SITE PLAN A1 FIRST FLOOR PLAN A2 SECOND FLOOR PLAN A3 ROOF PLAN A6 ELEVATIONS A7 ELEVATIONS SILOH HOUSE 401 N. CHURCH AVENUE BOZEMAN PROJECT DESCRIPTION