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HomeMy WebLinkAboutG1.1 Project Information 2020-02-26F P W CO CO T W E S T C O L L E G E 2 PROJECT TEAM ARCHITECT OWNER STRUCTURAL CIVIL VICINITY MAP PROJECT INFO ABBREVIATIONS GENERAL PROJECT NOTES GENERAL SITE PLAN NOTES ARCHITECTURAL SYMBOLS GENERAL CONSTRUCTION NOTES GENERAL DIMENSIONS PROJECT TYPE: RESTAURANT AND RETAIL PROJECT LOCATION: 870 HARMON STREAM BLVD. BOZEMAN, MT 59718 MITCHELL DEVELOPMENT 1315 8TH AVENUE NORTH GREAT FALLS, MT 59401 406.761.4400 OCCUPANCY GROUP: A-2 APPLICABLE CODES: 2012 IBC ALLOWABLE AREA PER FLOOR: 31,065 SF 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 AB ANCHOR BOLTS A.F.F. ABOVE FINISHED FLOOR AC. ACOUSTICAL ADJ. ADJACENT A/C AIR CONDITIONING ALT. ALTERNATE ALUM. ALUMINUM APPD. APPROVED B.O. BOTTOM OF BSMT. BASEMENT BRG. BEARING BLK BLOCK BLKG. BLOCKING BD. BOARD BLDG. BUILDING SECTIONS C.J. CONTROL JOINT CLG. CEILING CLR. CLEAR (ANCE) COL. COLUMN CONC. CONCRETE CMU CONCRETE MASONRY UNIT CONST. CONSTRUCTION DTL. DETAIL DWG. DRAWING EA. EACH E.F. EACH FACE E.J. EXPANSION JOINT ELEC. ELECTRIC (AL) EQ. EQUAL EXIST. EXISTING E.W. EACH WAY F.D. FLOOR DRAIN FIN. FINISH FLR FLOOR FLUR. FLUORESCENT FTG. FOOTING F.B.O. FURNISHED BY OTHERS GA. GAUGE G.C. GENERAL CONTRACTOR GYP. BD. GYPSUM BOARD G.F.I. GROUND FAULT INTERRUPTED HDR HEADER HVAC HEATING / VENT / AIR COND. H.C. HOLLOW CORE H.M. HOLLOW METAL HR. HOUR INCL. INCLUDE (D) (ING) INSUL. INSULATE (D) (ING) INT. INTERIOR JT. JOINT MFR. MANUFACTURER MTL METAL M.O. MASONRY OPENING MAX. MAXIMUM MECH. MECHANICAL MED. MEDIUM MM MILLIMETER (S) MIN. MINIMUM NOM. NOMINAL NO. NUMBER N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER PVMT. PAVEMENT PL. PLATE PLYWD. PLYWOOD PVC POLYVINYL CHLORIDE P.S.F. POUNDS PER SQ. FOOT P.S.I. POUNDS PER SQ. INCH P.T. PRESSURE TREATED R. RADIUS REF. REFERENCE REQ'D REQUIRED REINF. REINFORCE (ING) (MENT) R.O. ROUGH OPENING R.D. ROOF DRAIN R.S. ROUGH SAWN SIM. SIMILAR S.C. SOLID CORE SPEC. SPECIFICATION (S) SPKR. SPEAKER SQ. SQUARE SYS. SYSTEM THK. THICK (NESS) T&G TONGUE & GROOVE T.O.S. TOP OF STEEL T.O.W. TOP OF WALL TPL TRIPLE TYP. TYPICAL I.R.C. INTERNATIONAL RESIDENTIAL CODE U.N.O. UNLESS NOTED OTHERWISE V.C.T. VINYL COMPOSITION TILE VLT. VAULTED CEILING V.T.R. VENT THROUGH ROOF V.B. VAPOR BARRIER W.C. WATER CLOSET W.P. WATER PROOF (ING) W.W.F. WELDED WIRE FABRIC W WIDTH, WIDE 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 2012 IRC, 2012 UPC, (IAPMO), 2012 IFGC, 2014 NEC, 2012 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.). General Contractor 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 2014 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:.....................................................R-50 (min.) (U.N.O.) Exterior walls:................................................................................R-21 (min.) (U.N.O.) Floors over unheated space:................................................R-30 (min.) (U.N.O.) Perimeter of slab on grade:..................................................R-15 @ 48" (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 cementitous 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 IRC 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. NORTH PLAN NORTH CL CL PROPOSED AREA AT GROUND FLOOR: SEE PLANS CONSTRUCTION TYPE: III-B CONTACT: TED MITCHELL MECHANICAL / PLUMBING ELECTRICAL GENERAL CONTRACTOR LANDSCAPE FAURE HALVORSEN ARCHITECTS, PC 1425 WEST MAIN STREET, SUITE A BOZEMAN, MT 59715 406.587.1204 PROJECT ARCHITECT: QUINTON GANGLE DCI ENGINEERS 1289 STONERIDGE DR. #1A BOZEMAN, MT 59718 406.556.8600 PROJECT ENGINEER: MATT HUBBARD MORRISON MAIERLE 2880 TECHNOLOGY BLVD. W BOZEMAN, MT 59718 406.922.6825 PROJECT ENGINEER: JIM ULLMAN ENERGY 1 2042 STADIUM DR. SUITE 2 BOZEMAN, MT 59715 406.587.2917 PROJECT ENGINEER: JEN BURGETT MORRISON MAIERLE 125 SCHOOLHOUSE LOOP KALISPELL, MT 59901 406.751.2216 PROJECT ENGINEER: AMY GALT DICK ANDERSON CONSTRUCTION 88 BULL TROUT RD. BOZEMAN, MT 59718 406.586.0889 CONTACT: AUSTIN WALKER PEAKS TO PLAINS DESIGN 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MT 59101 406.294.9499 CONTACT: GORDON LEMMEL D101-1 X AX.X AX.X X AX.X 1 1 1 1 ROOM NAME 101 X AX.X X 6" X X X' - Y" X' - Y" X' - Y" 10" EQ EQ 4" 4" SHEET LIST AR C H I T E C T U R E · P L A N N I N G · D E V E L O P M E N T · IN T E R I O R S 14 2 5 W E S T M A I N S T . · S U I T E A · B O Z E M A N , M O N T A N A · 5 9 7 1 5 TE L E P H O N E : ( 4 0 6 ) 5 8 7 -12 0 4 · E M A I L : f h @ f h a r c h i t e c t s . c o m © 2 0 1 9 F H A . I t i s u n l a w f u l t o u s e a n y or a l l o f t h e s e d o c u m e n t w i t h o u t t h e ex p r e s s e d w r i t t e n c o n s e c n t o f Fa u r e H a l v o r s e n A r c h i t e c t s P C . A R C H I T E C T S F A U R E H A L V O R S E N DA T E : 20 1 9 G1.1 TE D M I T C H E L L , B O Z E M A N G A T E W A Y S U B D I V I S I O N P U D AV I A T O R B U I L D I N G 87 0 H A R M O N S T R E A M B L V D . B O Z E M A N , M T 5 9 7 1 8 PROJECT INFORMATION JO B N O : 1 8 - 1 0 2 12 . 1 0 . 2 0 1 9 NUMBER NAME A2.2 MAIN LEVEL FLOOR PLAN A2.3 SECOND LEVEL FLOOR PLAN A2.4 THIRD LEVEL FLOOR PLAN A2.5 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS A4.4 BUILDING SECTIONS SC1.1 SIGNAGE PLAN SC2.1 SIGNAGE ELEVATIONS SC2.2 SIGNAGE ELEVATIONS SC3.1 SIGNAGE CRITERIA NUMBER NAME G0.1 COVER G1.1 PROJECT INFORMATION G1.2 GENERAL NOTES G1.3 AREA PLANS G2.1 3D VIEWS G2.2 3D VIEWS G2.3 3D VIEWS G2.4 3D VIEWS G3.1 MATERIAL PALETTE A1.1 SITE PLAN A1.2 TRASH ENCLOSURE A1.3 UTILITY LOCATIONS A2.1 LOWER LEVEL FLOOR PLAN