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HomeMy WebLinkAbout001 G0.0 COVER SHEETSITENN Rouse AveE Griffin DrManley RdIron Horse RdParking Spaces Required:-Offices: 1 space per 250 sf of floor area-Retail: 1 space per 300 sf of floor area(max spaces -125% of required)Level 1 Offices: 5271 sf (1:250) = 21 spacesLevel 1 Retail: 726 sf (1:300) = 2 spacesLevel 2 Offices: 4050 sf (1:250) = 16 spacesParking Spaces Required: 39 SpacesParking Spaces Provided: 40 SpacesLevel 2 Business: 4050 sfLevel 1 Business: 5,271 sfLevel 1 Retail: 726 sfNote: Stairs, Elevator, Mechanical, Storage, Corridors, Kitchen and Bathrooms Not Included in Floor Area CalculationsPlumbing Fixture Counts(Table 2902.1) Area / Use:Occ:Water Closets:Req'd:Provided:Lavatories:Level 1 -Business Occ:Total:Service Sinks:Drinking Fountains:Bath/Showers:Req'd:Provided:Unisex:Unisex:3.262.8331 provided5.4864.365113174Factor:1/25 (50)Factor:1/40 (80)Level 2 -Business Occ:2.221.53611/25 (50)1/40 (80)3/6 Accessible4/5 Accessiblen/aKitchen Sinks:11/1 AccessiblePROJECT #SHEET NUMBERREVISION:DATE618 N Wallace | Bozeman, MT 59715This drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a regisered architect employed at MINARIK Architecture, Inc. is affixed above.Consultant:971−319−6249 | www.minarikarch.comProject Status:© 2022 MINARIK Architecture, IncALL RIGHTS RESERVEDThese Drawings are the Property of MINARIK Architecture, Inc and are not to be used or reproduced in any manner without prior written permission.1/27/2025 4:38:00 PM2404G0.00Evergoods.2214 IRON HORSE RDBozeman, MT 5971501/27/2025COVER SHEETSite PlanEvergoodsCODES:SHEET INDEX:PROJECT TEAM:Owner: EVERGOODS LLC501 E Peach St STE D / Bozeman, MT 59715P: (360) 931-7720Attn: Kevin Dee / kevin@evergoods.us Architect: Minarik Architecture, Inc618 N Wallace,Bozeman, MT 59715P: (971) 319-6249Attn: Doug Minarik / doug@minarikarch.comDaniel Goldstein / daniel@minarikarch.comCivil Engineer:Hyalite Engineering, PLLC161 W. Haley Springs Road, Ste. 101Bozeman, MT 59718P: (406) 587-2781 Attn: Brett Megaard / bmegaard@hyaliteeng.comStructural Engineer: DCI Engineers1060 Fowler Ave Suite 202, Bozeman, MT 59718P: (406) 556-8600Attn: Jon Lovgren / jlovgren@dci-engineers.comLandscape Architect: Field Studio722 N Rouse Ave, Bozeman, MT 59715P: (406) 551-2098Attn: Charlie Kees / ckees@fieldstudiola.comMEP:Energy 12042 Stadium Dr STE 2, Bozeman, MT 59715P: (406) 587-2917Attn: Jen Burgett / jburgett@energy-1.netGeneral Contractor:Haselden Montana Constructors1174 Stoneridge Dr STE 202, Bozeman, MT 59715P: (406) 595-1067Attn: Daniel Bates / danielbates@haselden.comPROPERTY INFORMATION:Project Address: 2214 IRON HORSE RDBozeman, MT 59715County:GallatinProperty ID: 06-0905-31-3-04-28-0000Zone: M-1 Light ManufacturingLegal Description: GLEN LAKE COMMERCE SUB, S31, T01 S, R06 E, BLOCK 1, Lot 2A, ACRES 1.056, PLAT J-642AProperty / Lot Area:45,875 sfFAR :Maximum: n/aProposed: n/aLot Coverage:Max Allowable: 100%Proposed: 19%Building Footprint: 8,919 sfBuilding Height:Max Allowed: 50'-0"Proposed:28'-8" Commercial Open Space (min):2%Setbacks:Primary street (min) 10'Side street (min) 10'Side (min) 3'Rear (min) 3'Alley (min) 5'Building Setback and Height Transitions:RequiredParking Between Building and Street:Allowed -Limited To 50% of Street FrontageBicycle Parking (min): 10% of required stalls -4Bicycle Parking Provided:Block Frontage:OtherStorefront or Landscaped frontages are also permitted"Where a property fronts a park or public trail, frontages must comply with the mixed block frontage standards" -Section I -UDCBuild To:Primary Street: 50%Side Street: 25%Building Areas:Level 1: 8,919 sfLevel 2: 5,443 sf Total Building Area: 14,362 sfGENERAL NOTES:1. This set of drawings is published in conjunction with an in line specification without which the Contract Documents are Incomplete.2. Contractor must comply with the rules and regulations of the 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.3. All work shall be performed by skilled and qualified workmen in accordance with the best practices of the trades involved, and in compliance with building regulations and/or governmental laws, statutes or ordinances concerning the use of union labor.4. Each trade will proceed in a fashion that will not delay the trades following them.5. All work shall be erected and installed plumb, level, square, true, and in proper alignment.6. All work and materials shall be guaranteed against all defects for a period of at least one (1) year from approval of final payment.7. Do not scale the drawings. Written dimensions take precedence over scaled dimensions. Dimensions are to face of framing, face of concrete, gridline, or centerline of object, unless otherwise noted.PROJECT DESCRIPTION:2214 Iron Horse Rd: New construction of 2 story commercial structure. Site developments will include landcaping, trash/recycling enclosure, paved walkways, parking lot and stormwater management.Project will be a 14,362 square foot two-story wood framed building. Business occupancy with two stairs (one open in the entry lobby and one enclosed at the other end of the building) and one elevator that will provide egress from the second level.8. Detailed drawings and larger scale drawings take precedence over smaller scale drawings.9. The Architect shall neither have control over or charge of, nor be responsible for, the construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work, since these are solely the Contractor's rights and responsibilities under the Contract Documents.10. The stability of the structure is dependent on the completed condition. The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc, is the sole responsibility of the contractor and has not been considered by the architect/ designer. The contractor is responsible for the stability of the structure prior to the completion of all shear walls, roof and floor diaphragms and finish materials.11. Overall site plan based on spot elevations and non-comprehensive site survey by others. Actual site conditions may differ from conditions shown in these documents. Contractor shall verify and confirm existing conditions shown or implied on the drawings prior to the start of construction or ordering materials. Notify architect/ designer of any discrepancies.12. Contractor and subcontractor shall become familiar with the site, existing conditions, and these drawings prior to commencing work.13. Scope of work shall include work indicated and implied by these drawings.14. All construction debris to be removed off-site. All debris is to be disposed of in a legal manner at a landfill or recycling facility. No debris shall be disposed of in local waste collection facilities.15. Contractor to locate exact locations of utilities.16. Install all materials per manufacturer recommendations.17. All sheet metal work shall conform to current SMACNA (Sheet Metal and Air Conditioning Contractors' National Assoc., Inc.) Standards.18. Submit paint drawdowns, cabinetry shop drawings, and all other related finishes for designer approval.19. Submit locations of fire strobes and thermostat locations for Designer approval prior to construction to avoid conflict with furnishings.GENERALG0.00 COVER SHEETCIVILG1.0 COVER SHEETG1.1 GENERAL NOTES & LEGENDG1.2 EXISTING SITE & DEMO PLANG1.3 CONSTRUCTION TRAFFIC & EROSION CONTROLC1.0 OVERALL SITE PLANC1.2 UTILITY PLANC1.3 FIRELINE PLAN & PROFILEC2.0 OVERALL STORM PLANC2.1 STORM CHAMBER PLAN & PROFILEC2.2 SITE GRADING PLANC3.0 CIVIL DETAILSC3.1 CIVIL DETAILS (CONT)C3.2 BASIN A STORM DETAILSC3.3 BASIN B STORM DETAILSC3.4 CMP DETAILSC3.5 CMP DETAILS (CONT.)C3.6 CMP DETAILS (CONT.)ARCHITECTURALA1.00 SITE PLANA2.10 SLAB PLANA2.20 FLOOR PLANSA2.21 ROOF PLANA2.82 TRASH ENCLOSUREA3.00 BUILDING ELEVATIONSELECTRICALE0.0 ELEC_COVER_SHEETE0.2 ELEC - SITE PLANE0.3 PHOTOMETRIC SITE PLANLANDSCAPEL1.0 PLANTING PLANL1.1 SITE MATERIALSL2.0 SITE DETAILSL7.0 PLACEHOLDER IRRIGATION PLANJurisdictional Authority: City of Bozeman, Bureau of Development Services (Gallatin County, State of Montana)Applicable Codes:Administration Rules of Montana (ARM) Rule 24.3012021 International Building Code2017 ICC A117.1 Accessibility2021 Uniform Plumbing Code2021 International Mechanical Code2020 National Electric Code2021 International Energy Conservation Code2019 Safety Code for Elevators and Escalators, ASME A17.12021 International Fire CodeVicinity Map1ABBREVIATIONS:AB Anchor BoltACP Acoutic Ceiling Panel (ACP-1)AD Access DoorADJ AdjacentAFF Above Finish FloorALT AlternateALUM AluminumAPPROX ApproximateAWP Acoustic Wall Panel (AWP-1)BCS Baby Changing SystemBLDG BuildingBM BeamBO Bottom OfCH Coat Hook (CH-1)CIP Cast In PlaceCJ Control JointCLG CeilingCLR ClearCMU Concrete Masonry UnitCOL ColumnCONC Concrete (CONC-1)CONT ContinuousCONTR ContractorCPT Carpet (CPT-1)CS Cementitious Surface Material (CS-1)CT Ceramic Tile (CT-1)DIA DiameterDIM DimensionSUBMITTAL DOCUMENTS:DIM PT Dimension PointDN DownDS DownspoutDTL DetailDWG Drawing(E) ExistingEA EachEJ Expansion JointEL ElevationELEC ElectricalELEV ElevatorEP Electrical PanelEQ EqualEQUIP EquipmentES Exposed StructureEXT ExteriorFAF Fluid Applied Flooring (FAF-1)FB Flat BarFD Floor DrainFE Fire Extinguisher (FE-1)FEC Fire Extinguisher Cabinet (FC-1)FF Finish FloorFLR FloorFOB Face of Brick/BlockFOC Face of ConcreteFOF Face of FinishFOS Face of StructureFRP Fiber Reinforced PlasticFRT Fire Retardant TreatedFTG FootingGA GaugeGALV GalvanizedGB Grab BarGFRC Glass Fiber Reinforced ConcreteGFRG Glass Fiber Reinforced GypsumGL Glass/GlazingGWB Gypsum Wall BoardHB Hose BibbHD Hand Dryer (HD-1)HDWD HardwoodHM Hollow MetalHORIZ HorizontalHR HourID Inside DiameterINSUL InsulationJT JointLAM LaminatedLAV LavatoryLF Lineal Feet / Linear FootM Mirror (M-1)MAX MaximumMDO Medium Density OverlayMECH MechanicalMEMB MembraneMFR ManufacturerMIN MinimumMISC MiscellaneousMO Masonry OpeningMP Metal Panel (MP-1)MR Moisture ResistantMRK Mop RackMTG MountingMTL Metal(N) NewNA Not ApplicableNIC Not in ContractNO NumberNOM NominalNTS Not to ScaleOA OverallOC On CenterOD Outsidde DiameterOFCI Owner Furnished Contractor InstalledOFOI Owner Furnished Owner InstalledOPNG OpeningOPP OppositeP Paint (P-1)PERIM PerimeterPL Plastic LaminatePT Pressure TreatedPTD Paper Towel Dispenser (PTD-1)PTR Paper Towel Receptacle (PTR-1)PW Paper Towel Dispenser / Waste ReceptaclePWD PlywoodR RiserRAD RadiusRB Rubber Base (RB-1)RBR RubberRD Roof DrainRD/OD Roof Drain / Drain OverflowREF ReferenceREIN ReinforcedREQD RequiredRF Resilient Flooring (RF-1)RM RoomRO Rough OpeningRST Resilient Stair Tread (RST-1)SAM Self Adhered MembraneSCB Self Cove Base (SCB-1)SCD Seat Cover Dispenser (SCD-1)SCS Shower Compartment SeatSD Soap Dispenser (SD-1)SECT SectionSF SubfloorSHT SheetSHTG SheetingSIM SimilarSND Sanitary Napkin Dispenser (SND-1)SNR Sanitary Napkin Receptacle (SNR-1)SPEC SpecificationSR Shower Curtain RodSSG Structural Silicone GlazingSST Stainless SteelSTD StandardSTL SteelSUSP SuspendedSYM SymmetricalT TreadT&G Tongue and GrooveTD Trench DrainTHK ThickTO Top OfTPD Toilet Paper Dispenser (TPD-1)TR TransparentTRS Traffic SurfaceTS Tube SteelTSC Toilet Seat Cover Dispenser (TSC-1)TYP TypicalUNO Unless Noted Otherwise(V) Verify in FieldVERT VerticalVG Vertical GrainW/ WithW/O WithoutWD Wood (WD-1)WM Walk-off Matt (WM-1)WR Waste ReceptacleParking Space CountPlumbing Fixture CountREVISION DATE REASON FOR ISSUELANDSCAPE L0.00 MATER IALS & LA YOUT NOTES L1.00 OVER ALL MATER IALS PLAN L2.00 OVER ALL PLA NTIN G PLAN L3.00 SITE DET AILS L4.00 I RR IGATI ON PLAN & SCHEDU LE L4.10 IRRIGATION DETAILS L4.20 IRRIGATION DETAILS & NOTES 103/14/20251Site Plan Review #1