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HomeMy WebLinkAboutG0-00 - Cover Sheet_08-11-2020W BA I BA I RU S RU S RU S RU S RU S RU S BA I W W RU S RU S RU S RU S W 4744 4743 4742 4747 4745 4746 REMOVE STRIPING FROM 3 SPACES "NO PARKING ANY TIME" RED/WHITE R7-1 12"X18" DOUBLE ARROW "NO PARKING ANY TIME" RED/WHITE R7-1 12"X18" DOUBLE ARROW 4" YELLOW STRIPE (TYP.) E. Oak St. N. R o u s e A v e Cannery District Building J Site B-2 PLI M-1 M-2 M-2 M-1 SITE -BUILDING J East Oak Street N o r t h R o u s e A v e . I 90 A L a n e F Lane E Lane C L a n e G Lane B Lane E. Birch Str. ZONE M -2 ZONE B -2 ZONE M -1 ZONE M -2 ZONE M -1 ZONE PLI City Owned Parcel ZONE B -2 A L a n e Oak Street B Lane L M B A C D EF K G N O E Lane F Lane G Lane C Lane C L a n e R o u s e A v e Building J PROJECT # SHEET NUMBER RE V I S I O N : DATE 22 2 2 N E O r e g o n S t # 2 1 7 | P o r t l a n d , O R 97 2 3 2 This 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: 97 1 −31 9 −62 4 9 | w w w . m i n a r i k a r c h . c o m Pr o j e c t S t a t u s : © 2020 MINARIK Architecture, Inc ALL RIGHTS RESERVED These Drawings are the Property of MINARIK Architecture, Inc and are not to be used or reproduced in any manner without prior written permission. 8/ 1 4 / 2 0 2 0 1 1 : 1 4 : 4 0 A M 1 1905 G0.00 Bu i l d i n g J a t t h e C a n n e r y D i s t r i c t Ca n n e r y D i s t r i c t P a r t n e r s , L L C 21 1 E a s t O a k S t r e e t Bo z e m a n M T , 5 9 7 1 5 08/11/2020 Cover Sheet Si t e P l a n R e v i e w Building J at the Cannery District CODES: 2018 International Building Code 2018 International Mechanical Code 2017 National Electrical Code 2018 Uniform Plumbing Code 2012 Energy Conservation Code SHEET INDEX: PROJECT TEAM: Owner: Cannery District Partners, LLC 113 East Oak Street, Suite 4a / Bozeman, MT 59715 P: 406 -522 -7449 Attn: Scott Dehlendorf / scott@cannerydistrict.com Architect: Minarik Architecture, Inc 2222 NE Oregon, Suite 217 / Portland, OR 97232 P: 971 -319 -6249 Attn: Doug Minarik / doug@minarikarch.com Structural Engineer: Robert Peccia & Associates Inc. 3810 Valley Commons Dr., Suite 4 / Bozeman, MT 59718 P: 406 -284 -2110 Attn: Matt Miller / mmiller@rpa -hln.com Mechanical & Electrical Consultants: Energy 1 2042 Stadium Dr Suite 2 / Bozeman, MT 59715 P: 406.587.2917 Attn: Jen Burgett / jburgett@energy -1.net Civil Engineer: Stahly Engineering & Associates 2223 Montana Ave. / Billings, MT 59101 P: 406.601.4062 Attn: Cordell Pool / cpool@seaeng.com Landscape Architect: Design 5 Landscape Architecture 37 E Main St., Suite 10 / Bozeman, MT 59715 P: 406.587.4873 Attn: Troy Scherer / troy@design5la.com PROPERTY INFORMATION: Project Address: 211 East Oak St. / Bozeman, MT 59715 County: Gallatin Legal Description: IMES ADD, S06, T02 S, R06 E, Lot J, ACRES 0.45468, PLAT C -41 -M Zone: B-2 Property / Lot Area: 19,806 sf / 0.45acres FAR : (13,602 /19,806) = 0.69 Building Footprint: 8,875 sf Lot Coverage: 44.8% Building Height: Max Allowed Building Height: 44'-0" Proposed Building Height: 35'-5" Building Areas: Level 1: 8,875 Level 2: 4,727 Total Building Area: 13,602 sf Occupiable Areas: Interior Spaces, Not Including Vertical Circulation, Shafts, or Mech Room Level 1 -Lease 1a: 3,411 Level 1 -Lease 1d: 4,127 Level 1 -Core: Lobby: 662 Circulation: 101 Mens: 143 Womens: 143 Janitor: 55 Total Core Space = 1,104 Level 2 -Lease Space 2: 4,338 Level 2 -Core: Circulation: 200 Shower: 89 Restroom: 71 Janitor: 29 Total Core Space = 389 Total Occupiable Area: 13,369 sf Fire Sprinklers: Provided -NFPA 13 Separate Fire Alarm and Fire Sprinkler Plan Design and Submittals Shall be Sent to FSCI for Review. Reference Fire Suppression Submittal Requirements in Packet on City of Bozeman -Building Department Website Under "Guides and Checklists." GENERAL NOTES: 1. This set of drawings is published in conjunction with a Project Manual 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: Core and Shell Permit -Building J: New construction of 13,602 square foot two story wood framed building over slab -on -grade & crawl space foundation. Building provides 2 stair systems and one accessible elevator to the upper floors. 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 per Section 01 60 00 of the Project Manual. 19. Submit locations of fire strobes and thermostat locations for Designer approval prior to construction to avoid conflict with furnishings. GENERAL G0.00 Cover Sheet 08/11/20 CIVIL MP Master Plan 03/31/20 C0.1 Civil Specifications 03/31/20 C1.0 Site Plan 08/11/20 C4.0 Grading Plan 03/31/20 C4.1 Site Details 03/31/20 C4.2 Drainage Details 03/31/20 ARCHITECTURAL A0.03 Door & Window Schedule 05/05/20 A1.00 Site Plan 08/11/20 A2.20 Ground Level Floor Plan 08/11/20 A2.21 Level 2 Floor Plan 05/05/20 A2.23 Roof Plan 05/05/20 A3.00 Elevations 08/11/20 A3.01 Elevations 08/11/20 A4.00 Building Sections 05/05/20 LANDSCAPE L300 Planting Plan Enlargement 03/31/20 L301 Planting Plan Enlargement 03/31/20 L500 Landscape Details 03/31/20 L600 Irrigation Water Usage 03/31/20 ELECTRICAL E2.1 Site Lighting Calculations 03/31/20 E2.2 Site Lighting Cutsheets 03/31/20 N 1 : 20000 Vicinity Map 2 1 N 1" = 200'-0" Construction Route & Zoning Map 3 1" = 60'-0" Construction Management Plan 4 N 1" = 200'-0" Cannery District Site Plan 5 R E V I S I O N D A T E R E A S O N F O R I S S U E 1 7 /6 /2 0 2 0 S i t e P l a n R e v i s i o n s 1 1 1