Loading...
HomeMy WebLinkAbout002 G1-1 - PROJECT INFORMATIONPROJECT TEAM ARCHITECT OWNER CIVIL VICINITY MAP S&S DAVIS LLC 640 TAYLOR ST STE 2200 FORT WORTH, TX 761024845 PHONE NUMBER CONTACT: NAME LANDSCAPE FAURE HALVORSEN ARCHITECTS, PC 1425 WEST MAIN STREET, SUITE A BOZEMAN, MT 59715 406.587.1204 PROJECT ARCHITECT: HYALITE ENGINEERS, PLLC 2304 N. 7th Ave. Suite L Bozeman, MT 59715 406.587.2781 PROJECT ENGINEER: BRIAN VAN ROOYEN, PE OUTDOOR DESIGN STUDIO 3084 Thorpe Road Belgrade, Montana 59714 406.924.8038 CONTACT: CHAD REMPFER 6590 DAVIS LN, BOZEMAN MT 59715 S35, T01 S, R05 E, C.O.S. 3053, PARCEL 1, ACRES 8.55 2 PROJECT INFO PARKLAND CALCULATIONS GENERAL PROJECT NOTES GENERAL SITE PLAN NOTES ARCHITECTURAL SYMBOLS GENERAL CONSTRUCTION NOTES GENERAL DIMENSIONS PROJECT TYPE:APARTMENT BUILDING PROJECT LOCATION:BOZEMAN, MONTANA OCCUPANCY GROUP:R-2 APPLICABLE CODES:2021 IBC ALLOWABLE AREA PER FLOOR: -- DETAIL NO. SHEET REFERENCE DETAIL REFERENCE DETAIL NO. SHEET REFERENCE ELEVATION/SECTION REFERENCE INTERIOR ELEVATION REFERENCE DETAIL NO. SHEET REFERENCE ROOM NAME & NUMBER REFERENCE ROOM NAME ROOM NUMBER FLOOR DOOR NUMBER REFERENCE ROOM NUMBER DOOR NUMBER NORTH ARROW REFERENCE REVISION NUMBER MATERIAL REFERENCE 15 CONCRETE SAND ROUGH LUMBER FINISHED LUMBER CMU WALL BRICK RIGID INSULATION BATT INSULATION EARTH GRAVEL PLYWOOD STANDING SEAM STEEL STONE VENEER ASPHALT ALUMINUM MDO/MDF PANEL GLASS GYPSUM BOARD MATERIALS COLUMN CENTERLINE PARTITION WALL DOOR OR OPENING WALL DOOR OR OPENING CMU WALL WALL DOOR OR OPENING BUILDING SECTION CUT A.F.F. ABOVE FINISHED FLOOR AC. ACOUSTICAL ADJ. ADJACENT A/C AIR CONDITIONING ALT. ALTERNATE ALUM. ALUMINUM APPD. APPROVED BLK BLOCK BLKG. BLOCKING BD. BOARD CLG. CEILING CONC. CONCRETE CMU CONCRETE MASONRY UNIT CONST. CONSTRUCTION DTL. DETAIL DWG. DRAWING ELEC. ELECTRIC (AL) EQ. EQUAL EXIST. EXISTING E.W. EACH WAY F.D. FLOOR DRAIN FIN. FINISH FLR FLOOR FTG. FOOTING F.B.O. FURNISHED BY OTHERS GA. GAUGE G.C. GENERAL CONTRACTOR GYP. BD. GYPSUM BOARD HDR HEADER HVAC HEATING / VENT / AIR COND. HR. HOUR INT. INTERIOR JT. JOINT MFR. MANUFACTURER MTL METAL MAX. MAXIMUM MECH. MECHANICAL MIN. MINIMUM N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER PL. PLATE PLYWD. PLYWOOD P.S.F. POUNDS PER SQ. FOOT P.S.I. POUNDS PER SQ. INCH REF. REFERENCE REQ'D REQUIRED REINF. REINFORCE (ING) (MENT) R.O. ROUGH OPENING R.D. ROOF DRAIN SIM. SIMILAR S.C. SOLID CORE SPEC. SPECIFICATION (S) SQ. SQUARE SYS. SYSTEM THK. THICK (NESS) T&G TONGUE & GROOVE T.O.S. TOP OF STEEL T.O.W. TOP OF WALL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE W.C. WATER CLOSET w/ WITH w/o WITHOUT 1. Any ambiguities or discrepancies discovered by the use of these drawings shall immediately be reported to the Architect. Failure to cooperate by notice to the Architect prior to any construction relieves the Architect of all liability and responsibility for the consequences. 2. Changes or deviations from the drawings made without the written consent of the Architect are unauthorized and shall relieve the Architect of all responsibility for the consequences. 3. All construction and construction methods to be in accordance with 2021 IRC, 2021 UPC, (IAPMO), 2021 IFGC, 2020 NEC, 2021 IMC and applicable codes, governmental agencies, and local design criteria. 4. All dimensions given are to face of stud or face of concrete (U.N.O.). GeneralContractor to verify all dimensions prior to construction. DO NOT SCALE DRAWINGS. 5. Any electrical, mechanical, or plumbing information shown on this set of drawings is strictly schematic in nature and is intended to communicate the basic design intent only. It is the responsibility of the General Contractor to see that these systems are sized properly and meet all the requirements of the UPC (IAPMO), IMC, IFGC, AND 2020 NEC codes. 6. General Contractor to verify all equipment rough-in dimensions and clearances with the manufactures prior to construction. 7. The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc. is the sole responsibility of the General Contractor and has not been considered by the Architect and Engineer. The General Contractor is responsible for the stability of the structure prior to the completion of all sheer walls, roof and floor diaphragms, and finish materials. 8. General contractor to provide all pertinent permits prior to construction. 1. Location of project is approximate. Owner representative will verify and approve final location with contractor and surveyor at the time of the project staking. 2. Location of proposed driveway is approximate. Owner representative will verify and approve final location with contractor at the time of project staking. 3. Location of proposed water stub, sewer stub and utility stubs are approximate. Owner representative will verify and approve final location. Engineer will verify and approve final location with contractor and surveyor at the time of project staking. 4. All utilities are to be underground. 5. All special terrain features to be preserved. 1. Concrete foundation walls will extend a minimum of 6" above finish grade and will be treated with damp proofing on the exterior face from finish grade level to the bottom of footing (U.N.O.). 2. Concrete slabs on grade will be 4" thick (see structural) and placed over reflective blanket insulation over 6" crushed gravel base over 8 mil polyethylene vapor retarder (interior only U.N.O). Provide troweled finish at interior locations and colored stamped and color with broom finish at exterior locations where exposed. All slabs are sealed. 3. Structural lumber exposed to weather will be pressure treated or of natural resistance to decay. Maintain minimum clearance between structural lumber and soil as defined by the International Residential Code and all other applicable codes. 4. Sill plate will consist of treated 2x6 or 2x6 cedar and will be installed over fiberglass sill sealer. (U.N.O.) 5. Exterior and structural partitions will be 2x6 @ 16" o.c. minimum. 6. Exterior wall sheathing will continue 1" below the sill plate connection (U.N.O.) 7. Exterior framed walls will contain an infiltration barrier installed over the sheathing. This barrier will be wrapped inside window and door openings and secured. 8. Provide insulation as follows: Roofs over heated space (attic and other):............................R-49 (min.) (U.N.O.) Exterior walls (wood framed):.......................................................R-21 (min.) (U.N.O.) Floors over unheated space:........................................................R-38 (min.) (U.N.O.) Perimeter of slab on grade:.............................................R-20 @ 24" (min.) (U.N.O.) 9. Door and window frames will be sealed with spray applied urethane foam insulation. 10. Provide adequate blocking in wall for the attachment of all equipment, plumbing fixtures, millwork, casework, etc. 11. Backer board for ceramic tile will be 1/2" fiberglass reinforced cementitious board (U.N.O.). 12. Provide ice and water barrier over entire roof. 13. Provide attic space ventilation as required by applicable codes. Coordinate type and location of vents with Architect prior to construction. . 14. Provide access doors to all attic spaces greater than 30" in height. Refer to Floor Plans for access locations. 15. Provide tempered glass at hazardous locations including French glass doors and any other locations as defined by the International Residential Code and all other applicable codes. 16. All stairs comply with IBC standards and requirements. 17. Provide a passive radon mitigation system under slab, contractor to provide shop drawings for approval. 18. Provide gutters over all pedestrian and vehicular eaves for snow and water protection. Put downspouts with heated drain leaders to daylight for drainage. 1. ALL INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF STUD OR CONCRETE UNLESS NOTES OTHERWISE. 2. THE TERM "EQUAL" OR "EQ." IS USED IN LIEU OF ACTUAL DIMENSIONS WHERE EQUAL SPACING OF ELEMENTS IS REQUIRED. 3. THE TERM "CLEAR" IS USED TO DENOTE A MINIMUM DIMENSIONAL REQUIREMENT; HOWEVER THE DIMENSION COULD BE LARGER. 4. WALLS CENTERED ON A COLUMN OR GRID LINE WILL NOT BE DIMENSIONED ON PLANS BUT WILL BE DRAWN AS INDICATED BELOW. 5. DOORS AND OPENINGS IN WALLS NOT CMU: A. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. B. DOORS NOT LOCATED BY A WALL AT A RIGHT ANGLE WILL BE DIMENSIONED TO CENTER OR DOOR FRAME OPENING. C. OPENINGS NOT LOCATED BY A WALL AT A RIGHT ANGLE WILL BE DIMENSIONED TO THE JAMB OF OPENING AND THE OPENING WILL BE DIMENSIONED. D. DOORS OR OPENINGS LOCATED WITHIN A CMU WALL AT A RIGHT ANGLE TO AN ADJACENT WALL ARE TO BE INSTALLED 10 INCHES FROM SAID CONDITION. THIS CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. E. DOORS OR OPENINGS LOCATED BETWEEN TWO WALLS WITH A DISTANCE OF LESS THAN 4 INCHES POSSIBLE FROM EITHER WALL ARE TO BE CENTERED BETWEEN WALLS. THIS CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. 6. DO NOT SCALE DRAWINGS FOR DIMENSIONS. DIMENSIONS ARE INDICATED IN THE DOCUMENTS. 7. LOCATE FLOOR TRANSITIONS AT CENTERLINE OF ADJOINING DOORS UNLESS NOTED OTHERWISE. CL CL PROPOSED AREA AT GROUND FLOOR: SEE PLAN CONSTRUCTION TYPE:VB X AX.X AX.X X AX.X 1 1 1 1 ROOM NAME 101 Occupancy X AX.X X 6" X X X' - Y" X' - Y" 10" 3' - 0" 4"4" PROJECT DESCRIPTION: APPLICABLE CODES: 2021 INTERNATIONAL ENERGY CONSERVATION CODE 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL FUEL GAS CODE 2020 NATIONAL ELECTRICAL CODE 2021 UNIFORM PLUMBING CODE 2021 INTERNATIONAL MECHANICAL CODE 2017 ICC/ANSI A117.1 PROJECT INFO & CODE ANALYSIS: ZONING SUMMARY: JURISDICTION: CITY OF BOZEMAN ZONING: B2M - *ALLOWABLE BLDG. HEIGHT: 65 FEET BUILDING LOT AREA: 372,342 SF, 8.55 ACRES LEGAL LOT AREA ALLOWED (ZONING CODE REFERENCE): Block length. Block lengths may be longer than 400 feet if necessary due to topography, the presence of critical lands, access control, or adjacency to existing parks or open space. In no case may a block exceed 1,320 feet in length. Block width. Blocks must not be less than 200 feet or more than 400 feet in width, except where essential to provide separation of residential development from a traffic arterial or to overcome specific disadvantages of topography and orientation. YARD SETBACKS (ZONING CODE REFERENCE): DAVIS LN: 10 FT. GALLOWAY ST: 12 FT. WINDWARD AVE: 10 FT. 5 FOUR STORY BUILDINGS CONTAINING 8 COMMERCIAL UNITS AND 264 RESIDENTIAL UNITS REAR PROPERTY LINES: 5 FT. USE AND OCCUPANCY: OCCUPANCY GROUP(S): B INCIDENTAL USES: *ALL INCIDENTAL USE AREAS PROVIDED WITH AUTOMATIC FIRE- EXTINGUISHING SYSTEMS - ROOMS w/ B0ILERS OVER 15 PSI AND 10 HORSEPOWER (SMOKE PARTITION) - STORAGE ROOM > 100 SF. (SMOKE PARTITION) - WASTE COLLECTION ROOM > 100 SF. (SMOKE PARTITION) OCCUPANCY SEPARATIONS (TABLE 508) SEPARATED BUILDING OCCUPANCIES TO CONFORM w/ SECTION 508.4 OCCUPANCY SEPARATION ARE REQUIRED - MAX. AREA PER MOST RESTRICTIVE USE TYPE OF CONSTRUCTION: TYPE VB - FULLY SPRINKLED-NFPA 13 (903.3.1.1) FIRE RESISTIVE REQUIREMENTS (TABLE 601): STRUCTURAL FRAME: 0 HR EXTERIOR BEARING WALL: 0 HR INTERIOR BEARING WALL: 0 HR INTERIOR NON-BEARING WALLS: 0 HR FLOOR CONSTRUCTION: 0 HR ROOF CONSTRUCTION: 0 HR EXTERIOR NON-BEARING WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 705.5): FSD ≥30': 0 HR 10' ≤FSD < 30': 0 HR 5' ≤FSD < 10': 1 HR FSD < 5': 1 HR 7'-6" MIN. CEILING HEIGHTS (1207.2) FLASHING REQUIRED TO PREVENT MOISTURE (1404.4) ROOF FLASHING REQUIRED (1503.2, 1507.5.7) NFPA 13 FIRE SPRINKLERS REQUIRED THROUGHOUT (903.3.1.1) SMOKE ALARMS REQUIRED THROUGHOUT (907.2.10) PORTABLE FIRE EXTINGUISHERS REQUIRED THROUGHOUT (906.1) FIRE PROTECTION SYSTEMS: FIRE RATED CONSTRUCTION: MAX AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8): OPENING PROTECTION: UNPROTECTED, SPRINKLERED FSD < 3': 0% 3' ≤FSD < 5': 15% 5' ≤FSD < 10': 25% 10' ≤FSD < 15': 45% 15' ≤FSD < 20': 75% 20' ≤FSD < 25': UNLIMITED 25' ≤FSD < 30': UNLIMITED FSD ≥30': UNLIMITED PARAPET (705.11): NOT REQUIRED - EXCEPTION 1: THE WALL IS NOT REQUIRED TO BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLE 602 BECAUSE OF FIRE SEPARATION DISTANCE (<45%). SHAFT ENCLOSURE (713.4): CONNECTING 3 STORIES OR LESS: 1 HR CONNECTING 4 STORIES OR MORE: 2 HR FIRE PARTITION (708.4): 1 HR CONTINUOUS FROM THE TOP OF FOUNDATION TO UNDERSIDE OF THE ROOF SHEATHING OR ROOF CEILING ASSEMBLY WITH A FIRE RATING OF NOT LESS THAN THE FIRE RATING OF THE FIRE PARTITION HORIZONTAL ASSEMBLIES (711.2): 1 HR CONTINUOUS WITHOUT OPENINGS/PENETRATIONS (EXCEPT PER 712) OPENING REQUIREMENTS (TABLE 716.5): 1 HR FIRE BARRIERS: 1 HR OPENING (SHAFTS, EXITS) 1 HR FIRE PARTITION: 45 MIN. OPENING (DEMISING WALLS, ELEV. LOBBY) 30 MIN FIRE PARTITIONS: 20 MIN OPENING (CORRIDORS) ACCESSIBILITY: ACCESSIBLE ROUTE (1104): FROM SITE ARRIVAL TO ACCESSIBLE SPACES SHALL BE PROVIDED WITH AN ACCESSIBLE ROUTE. AN ACCESSIBLE ROUTE SHALL BE PROVIDED BETWEEN ALL ACCESSIBLE SPACES. AN ACCESSIBLE ROUTE MAY NOT BE IMPEDED BY SECURITY BARRIERS. ACCESSIBLE ROUTES SHALL COINCIDE WITH THE GENERAL CIRCULATION PATH. ENTRANCES (1105): 2 ACCESSIBLE ENTRANCES REQUIRED PARKING AND LOADING FACILITES (1106): 9 ACCESSIBLE SPACES REQUIRED (TOTAL) FACILITIES (1110): ALL COMERCIALTOILET AND BATHING ROOMS SHALL BE ACCESSIBLE U.N.O. A MIN. OF 1 LAVATORY/ACCESSIBLE SPACE AND NOT LESS THAN 5% TOTAL SHALL BE ACCESSIBLE. 50% OF DRINKING FOUNTAINS MUST BE WHEELCHAIR ACCESSIBLE. SIGNAGE (1111): SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1111. BUILDING HEIGHT AND AREA: ALLOWABLE HEIGHTS / AREAS (TABLE 506.2): TYPE VA CONSTRUCTION GROUP R-2: 12,000/FLOOR, 3 STORIES (4 STORIES FOR SPRINK.) ALLOWABLE AREA: 12,000/FLR + 24,000/FLR (INCREASE AREA FOR SPRINKLERS) ACTUAL HEIGHT: 50'-0", 3 STORIES ACTUAL BUILDING AREAS: SEE FLOOR PLANS MEANS OF EGRESS REQUIREMENTS: EXITS: 2 EXITS REQUIRED (1022-1027) MEANS OF EGRESS ILLUMINATION (1008.2) EXIT SIGNAGE (1013.1) EXIT TRAVEL DISTANCE (TABLE 1017.2): GROUP R-2 (WITH SPRIKLERS) = 250 FT COMMON PATH OF EGRESS TRAVEL (106.2.1): -NOT TO EXCEED 100 FT - GROUP R-2 (WITH SPRINKLERS) CORRIDORS (TABLE 1020): GROUP R-2 (WITH SPRINKLERS) = 0 HR MINIMUM WIDTH OF 44" (TABLE 1018.2) DEAD ENDS 50 FT MAX (1018.4) ELEVATION CHANGES (1003.5) 7" MAX. RISE 11" MIN. TREAD - GROUP B STAIR LANDING & WIDTH 44" MIN. (1009.4) VERTICAL RISE MAX. 12' (1009.10) ACCESSIBLE ROUTE: ELEVATOR REQUIRED (1104.4) VERTICAL EXIT ENCLOSURES (1022.2): 3 STORIES OR LESS = 1 HR FIRE BARRIER, NOT REQUIRED TO BE ENCLOSED ADA CERTIFICATION THIS PLAN SET ACKNOWLEDGES THE STATE'S AND LOCAL'S ACCESSIBITLIY REQUIREMENTS LOT AREA CALCULATION PROPOSED TOTAL SITE AREA: 372,342 SF ~ 8.55 ACRES 8.548 REDUCTIONS: TOTAL COMMERICAL LAND AREA (ACRES): .192 TOTAL INDUSTRIAL LAND AREA (ACRES): 0 RESERVED BUT UNDEDICATED SCHOOL OR PARK SITES(ACRES): 0 STREET, PUBLIC OR PRIVATE, RIGHTS-OFWAY & TRANSPORTATION EASEMENTS (ACRES): 2.295 DEDICATED PARKLANDS, CONSERVATION EASEMENTS, OR COMMON OPEN SPACE (ACRES):0.67+0.69 NET BUILDABLE LAND: 5.386 MAXIMUM REQUIRED DEDICATION PER ACRE FOR "ALL OTHER DISTRICTS" (B-2M FALLS UNDER THIS CATEGORY) 12 UNITS/ACRE [TABLE. 38.420.020A] 12 UNITS X 5.386 ACRES = 64 UNITS PARKLAND REQUIRED .03 ACRES/UNIT 64 UNITS X .03 = 1.92 ACRES CALCULATION FOR COMBINATION PARKLAND DEDICATION & CASH-IN-LIEU OF LAND: PARKLAND DEDICATION CALCULATION DENSITY CAP AT 8 DU/ACRE (DWELLING UNITS): PROPOSED 300 DU, DENSITY CAP APPLIES. 8 UNITS X 5.386 ACRES = 42 UNITS 43 UNITS X .03 = 1.29 ACRES REQ. LAND DEDICATION 1.92 - 1.29 = .63 ACRES - PROPOSED AS CASH IN-LIEU OF ADDITIONAL 1.29 ACRES OF LAND PER [SEC. 38.420.020 A.1.A] "NET RESIDENTIAL DENSITY IS IN EXCESS OF 8 DWELLINGS PER ACRE, THE REQUIREMENT FOR DEDICATION FOR THAT DENSITY ABOVE 8 DWELLINGS PER ACRE MUST BE MET WITH A CASH DONATION IN-LIEU OF THE ADDITIONAL LAND." BASED ON MEETING WITH PARKS DEPT. ON FEB 28TH 2025, THIS PROJECT WILL ALLOCATE A LINEAR PARK SECTION AND THE NORTHEAST TRIANGLE TO THE PARKS DEPT. 0.427 ACRES TOTAL PROVIDED ~ 1.493 ACRES PROVIDED AS CASH-IN-LIEU ABBREVIATIONS EACH BALCONY CAN COUNT FOR 45 SF OF OPEN SPACE (72 SF * 50%) - SECTION 38.520.060.B.1.C 300 * 36 SF = 10,800 SF = .248 ACRES REQUIRED 100 SF OPEN SPACE PER ONE BEDROOM AND 150 SF OPEN SPACE PER TWO BEDROOM (100 * 176 = 17,600 SF) + (150 * 124 = 18,600 SF) = 36,200 SF (.831 ACRES) .831 ACRES OPEN SPACE - .248 ACRES BALCONY OPEN SPACE = .583 ACRES REQ. RESIDENTIAL OPEN SPACE 38.520.060.C.1 - AREA EQUAL TO 2% OF THE SITE AREA = 5.386 ACRES * 2% = .108 ACRES OPEN SPACE REQURED. 38.520.060.C.2 - MIXED USE SITES - COMMERCAIL SPACE NOT REQUIRED. 25,937 SF RESIDNETIAL, 4,705 SF COMMERCIAL OPEN SPACE REQ. 26,790 SF RESIDNETIAL, 4,887 SF COMMERCIAL OPEN SPACE PROVIDED OPEN SPACE CALCULATIONS ARCHITECTURE · PLANNING · DEVELOPMENT · INTERIORS1425 WEST MAIN ST. · SUITE A · BOZEMAN, MONTANA · 59715TELEPHONE: (406) 587-1204 · EMAIL: FHA@FHARCHITECTS.COM© 2023 FHA. It is unlawful to use any or all of these document without the expressed written consecnt of Faure Halvorsen Architects PC.DATE: 2024F A U R EH A L V O R S E N3/26/2025 2:33:22 PMG1.1SUMMIT AND SKY DAVIS LANEDAVIS JR. APARTMENTSBOZEMAN, MTPROJECT INFORMATIONJOB NO: 21-504