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Home My WebLink About001 - A0-1 Cover Sheet1 View Name 1/8" = 1'-0"SCALE 101A 5 A3-8 3 A5-2 A 0 0 Room name 101 BUILDING SECTIONS SEE DRAWINGS EX: SHEET A3-8, DETAIL 5 WALL SECTIONS SEE DRAWINGS EX: SHEET A5-2, DETAIL 3 EXTERIOR ELEVATION SEE DRAWINGS EX: SHEET A7-1, DETAIL 4 CONSTRUCTION DETAIL SEE DRAWINGS EX: SHEET A6-3, DETAIL 2 INTERIOR ELEVATION SEE DRAWINGS EX: SHEET A7-1, DETAIL 4 & 5 DOOR SYMBOL SEE DOOR SCHEDULE WINDOW SYMBOL SEE WINDOW TYPES ROOM SYMBOL EX: 202 - SECOND FLOOR GRID LINES: LETTERS LEFT TO RIGHT NUMBERS BOTTOM TO TOP WALL/PARTITION TYPE SYMBOL SEE WALL/PARTITION TYPES BENCHMARK REFERENCE SYMBOLS sE2 5 A3-8 1 A101 SIM A7-14 A7-14 5 A 1 Name Elevation THESE DRAWINGS WERE PREPARED BY HIP AND HUMBLE ARCHITECTURE, LLC. FOR CONSTRUCTION OF THE BUILDING DESCRIBED. AS SUCH, THEY ARE THE PROPERTY OF HIP AND HUMBLE ARCHITECTURE, LLC. AND MAY NOT BE REPRODUCED, COPIED OR USED IN ANY WAY WITHOUT PRIOR APPROVAL FROM HIP AND HUMBLE ARCHITECTURE, LLC. REQUIRED STRUCTURAL TESTS & SPECIAL INSPECTIONS IN ADDITION TO REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE STRUCTURAL TESTS & SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE 2006 INTERNATIONAL BUILDING CODE: SPECIAL INSPECTIONS: (SECTION 1704) INSPECTION OF FABRICATORS (1704.2) STEEL CONSTRUCTION (1704.3) CONCRETE CONSTRUCTION (1704.4) MASONRY CONSTRUCTION (1704.5) WOOD CONSTRUCTION (1704.6) SOILS (1704.7) PILE FOUNDATIONS (1704.8) PIER FOUNDATIONS (1704.9) SPRAYED FIRE-RESISTANT MATERIALS(1704.10) MASTIC & INTUMESCENT FIRE-RESISTANT COATINGS (1704.11) EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (1704.12) SPECIAL CASES (1704.13) SPECIAL INSPECTION FOR SMOKE CONTROL (1704.14) STATEMENT OF SPECIAL INSPECTIONS: (SECTION 1705) CONTRACTOR RESPONSIBILITY (1706) SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE: (SECTION 1707) STRUCTURAL STEEL (1707.2) STRUCTURAL WOOD (1707.3) COLD-FORMED STEEL FRAMING (1707.4) PIER FOUNDATIONS (1707.5) STORAGE RACKS AND ACCESS FLOORS (1707.6) ARCHITECTURAL COMPONENTS (1707.7) MECHANICAL AND ELECTRICAL COMPONENTS (1707.8) DESIGNATED SEISMIC SYSTEMS VERIFICATION (1707.9) SEISMIC ISOLATION SYSTEM (1707.10) STRUCTURAL TESTING FOR SEISMIC RESISTANCE: (SECTION 1708) REINFORCING & PRESTRESSING STEEL (1708.3) STRUCTURAL STEEL (1708.4) MECHANICAL AND ELECTRICAL EQUIPMENT (1708.5) SEISMICALLY ISOLATED STRUCTURES (1708.6) PROJECT SPECIFIC NOTES 1. DIMENSIONS ARE SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NEW MATERIALS (UNO) & QUALIFIED CRAFTPERSONS TO COMPLETE THE WORK. 3. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT & MAY NOT SHOW MINOR DETAILS OF PROPOSED INSTALLATION. THE INCLUSION OF THESE MINOR DETAILS IS IMPLIED TO PROVIDE A COMPLETE PROJECT & ARE TO BE INCLUDED AS A PART OF A BID. 4. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF FINISHED FLOOR (AFF) UNLESS NOTED OTHERWISE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT EXISTING CONDITIONS PRIOR TO PROCEEDING WITH EACH INSTALLATION OR PART OF THE WORK. DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING. 6. THE CONTRACTOR IS TO COORDINATE THE INSTALLATION OF MATERIALS & WORK OF OTHERS WHO ARE NOT SUB-CONTRACTORS TO THE GC, YET ARE REQUIRED IN PROVIDING A COMPLETED PROJECT. AREAS OF WORK REQUIRING COORDINATION INCLUDE BUT ARE NOT LIMITED TO THOSE INDICATED AS NIC ON THE CONSTRUCTION DOCUMENTS. 7. REFER TO STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS FOR COORDINATION OF WORK. 8. ALL DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL VERIFY ALL DIMENSION CONDITIONS PRIOR TO CONSTRUCTION. 9. IN THE CASE OF CONTRADICTIONS BETWEEN DRAWINGS OR BETWEEN DRAWINGS & SPECIFICATIONS, ASSUME THE MORE COSTLY APPROACH FOR BIDDING PURPOSES. BRING ALL CONTRADICTIONS TO THE ATTENTION OF THE ARCHITECT 10. THE CONSTRUCTION DOCUMENTS CONSIST OF THE CONSTRUCTION DRAWINGS & SPECIFICATIONS INCLUSIVELY. SOME ITEMS MAY BE SHOWN ONLY ON THE DRAWINGS OR INDICATED ONLY IN THE SPECIFICATIONS. FOR EXAMPLE, THE SPECIFICATIONS MAY SAY TO PAINT ALL EXPOSED STRUCTURAL STEEL, BUT THIS WILL NOT BE CALLED OUT ON ALL OF THE DRAWINGS. 11. 3-D VIEWS MAY BE USED THROUGHOUT THE CONSTRUCTION DOCUMENTS. 3- D VIEWS ARE SHOWN TO CLARIFY CONDITIONS THAT CANNOT BE SHOWN IN OTHER VIEWS. 3-D VIEWS MAY NOT SHOW ALL DETAILS REQUIRED TO COMPLETE THE AREA. REFER TO DETAILS AT ADJACENT AREAS AS NECESSARY OR ASK THE ARCHITECT PRIOR TO BIDDING. THIS PROJECT SHALL COMPLY WITH THESE CODES, OR LATER EDITIONS AS REQUIRED BY THE CITY OF BOZEMAN. CONFIRM 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 UNIFORM PLUMBING CODE 2020 NATIONAL ELECTRIC CODE 2021 INTERNATIONAL ENERGY CONSERVATION CODE NO HAZARDOUS MATERIALS EXCEEDING THE LIMITS STATED IN THE 2021 INTERNATIONAL BUILDING CODE TABLES 414.2.4 & 414.5.1 WILL BE STORED IN THIS BUILDING. CODE REQUIREMENTS YET TO BE DETERMINED IF THESE BUILDINGS ARE TO BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH APPLICABLE CODES.HIP AND HUMBLE ARCHITECTURE, LLC COPYRIGHT 2019418 South 5th Avenue Bozeman, MT 59715 406.581.3832 Bob@hahaarchitect.com PROJECT #:REVDESCDATEPHASEPRESDDDCDDATE1234HIP AND HUMBLE ARCHITECTURE, LLC A0-1 06.08.23COVER SHEETCURRENT LANDING, LLCOUTDOOR REC. FACILITYLOT 2 - PARKWAY PLAZAMASTER SITE PLAN2021------------CURRENT LANDING OFFICE BUILDING BOZEMAN, MT PHASE: MASTER SITE PLAN DATE: 02.04.23 PROJECT TEAM OWNER CURRENT LANDING, LLC P.O. BOX 1552 BOZEMAN, MT 59715 406.763.4465 CONTACT: BILL ZELL ARCHITECTURAL HIP AND HUMBLE ARCHITECTURE 418 SOUTH 5th AVENUE BOZEMAN, MT 59715 406.581.3832 CONTACT: BOB MECHELS STRUCTURAL MECHANICAL ELECTRICAL SX-X XXXXXX STRUCTURAL MX-X XXXXXX MECHANICAL PX-X XXXXXX PLUMBING EX-X XXXXXX ELECTRICAL ARCHITECTURAL A0-1 COVER SHEET A2-1 SITE PLAN & PHASE INFORMATION A3-1 FLOOR PLANS - PHASE 1 OFFICE BUILDING A3-2 FIRST FLOOR PLAN - PHASE 2 OFFICE A3-3 2ND FLOOR PH. 2 OFFICE - 1ST FLOOR PH. 1 STORAGE A3-4 ROOF PLANS A4-0 3D VIEWS A4-1 EXTERIOR ELEVATIONS - PHASE 1 OFFICE BLDG A4-2 EXTERIOR ELEVATIONS - PHASE 1 OFFICE BUILDING A4-3 EXTERIOR ELEVATIONS - PHASE 1 STORAGE BUILDING A4-4 EXTERIOR ELEVATIONS - PHASE 2 OFFICE BLDG A4-5 EXTERIOR ELEVATIONS - PHASE 2 OFFICE BLDG A5-1 BUILDING SECTIONS SHEET INDEX PROJECT INFORMATION CODE INFORMATION: - ZONING: BP (BUSINESS PARK) - PERMITTED USES: RETAIL 0-5000 SF, RETAIL SALES 20% MAX., GENERAL SERVICE ESTABLISHMENTS (INCL. GENERAL OFFICE SPACE), INDUSTRIAL AND WHOLESALE. - MIN. LOT SIZE = 43,560SF (59,754 SF OR 1.372 ACRES PROVIDED) - MIN. LOT WIDTH = 150' (APPROX. 267' X 234' PROVIDED) - MAX. LOT COVERAGE = 60% (12.2% PROPOSED INCL. FUTURE) - MAX. FLOOR AREA RATIO = 0.50 (0.19 PROPOSED INCL. FUTURE) - MAX. BUILDING HEIGHT = 44' W/ ROOF SLOPE > 3/12 (PROPOSED BUILDING HEIGHTS; PH. 2 BLDG = 33'-1", 32' TO TOP OF BUS; PH. 1 BLDG = 31'-3"; STORAGE BLDG = 24'-10") SETBACK INFORMATION: - REAR = 20' MIN. - SIDE = 15' MIN. - ALLEY = 5' MIN. - FRONT = SEE BLOCK FRONTAGE STANDARDS 38.510 ENTRANCE FACE A STREET, 60% OF FACADE TO BE GLAZING FROM 30" TO 10' ABOVE GRADE, PARKING TO BE ON SIDE OR REAR OF BUILDING, SIDEWALK MIN. 12' FROM CURB TO STOREFRONT, PARKING IN MULTI-BUILDING DEVELOPMENTS TO BE 50% OF STREET FRONTAGE MAX. 1 of 3 BOUNDARY INFORMATION CIVIL / SURVEY 2 of 3 TOPOGRAPHICAL INFORMATION 3 of 3 AERIAL PHOTOGRAPH OVERLAY SURVEY / CIVIL MERIDIAN LAND SURVEY 610 PROFESSIONAL DR. STE. 3 BOZEMAN, MT 59718 PHONE: 406-624-6565 CONTACT: MICHAEL LAPP GENESIS ENGINEERING 204 N. 11TH AVE. BOZEMAN, MT 59715 PHONE: 406-581-3319 CONTACT: CHRIS WASIA C-1 CIVIL - LAYOUT C-2 CIVIL - UTILITIES C-3 CIVIL - GRADING & DRAINAGE C-4 CIVIL - DETAILS C-5 CIVIL - DETAILS VICINITY MAP JOHNSON STRUCTURAL ENG. 440 N. GRAN AVENUE BOZEMAN, MT 59715 406.5852939 CONTACT: LARRY JOHNSON LEGAL DESCRIPTION: - LOT 2, BLOCK 1 OF THE PARKWAY PLAZA SUBDIVISION AND COMMERCIAL P.U.D. ADA CERTIFICATION: - THIS SITE HAS BEEN DESIGNED TO MEET ADA STANDARDS. SITE CERTIFICATION IS ON SHEET C-1 IN THE UPPER LEFT CORNER. - BUILDING ADA CERTIFICATION WILL BE SUBMITTED ON THE CITY OF BOZEMAN STANDARD ACCESSIBILITY DISCLAIMER AS REQUIRED FOR EACH INDIVIDUAL BUILDING.