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HomeMy WebLinkAbout008 G1.1PROJECTINFORMATION2PROJECT TEAMARCHITECTOWNERSTRUCTURALCIVILVICINITY MAPPROJECT INFOABBREVIATIONSGENERAL PROJECT NOTESGENERAL SITE PLAN NOTESARCHITECTURAL SYMBOLSGENERAL CONSTRUCTION NOTESGENERAL DIMENSIONSPROJECT TYPE: GYMNASIUMPROJECT LOCATION: BOZEMAN, MONTANABOZEMAN LEGION BASEBALLOCCUPANCY GROUP:A-3APPLICABLE CODES: 2018 IBCALLOWABLE AREA PER FLOOR:--DETAIL NO.SHEET REFERENCEDETAIL REFERENCEDETAIL NO.SHEET REFERENCEELEVATION/SECTION REFERENCEINTERIOR ELEVATION REFERENCEDETAIL NO.SHEET REFERENCEROOM NAME & NUMBER REFERENCEROOM NAMEROOM NUMBERFLOORDOOR NUMBER REFERENCEROOM NUMBERDOOR NUMBERNORTH ARROW REFERENCEREVISION NUMBERMATERIAL REFERENCE15CONCRETESANDROUGH LUMBERFINISHED LUMBERCMU WALLBRICKRIGID INSULATIONBATT INSULATIONEARTHGRAVELPLYWOODSTANDING SEAMSTEELSTONE VENEERASPHALTALUMINUMMDO/MDF PANELGLASSGYPSUM BOARDMATERIALSCOLUMN CENTERLINEPARTITIONWALLDOOR OR OPENINGWALLDOOR OR OPENINGCMU WALLWALLDOOR OR OPENINGBUILDING SECTION CUTAB ANCHOR BOLTSA.F.F. ABOVE FINISHED FLOORAC. ACOUSTICALADJ. ADJACENTA/C AIR CONDITIONINGALT. ALTERNATEALUM. ALUMINUMAPPD. APPROVEDB.O. BOTTOM OFBSMT. BASEMENTBRG. BEARINGBLK BLOCKBLKG. BLOCKINGBD. BOARDBLDG. BUILDING SECTIONSC.J. CONTROL JOINTCLG. CEILINGCLR. CLEAR (ANCE)COL. COLUMNCONC. CONCRETECMU CONCRETE MASONRY UNITCONST. CONSTRUCTIONDTL. DETAILDWG. DRAWINGEA. EACHE.F. EACH FACEE.J. EXPANSION JOINTELEC. ELECTRIC (AL)EQ. EQUALEXIST. EXISTINGE.W. EACH WAYF.D. FLOOR DRAINFIN. FINISHFLR FLOORFLUR. FLUORESCENTFTG. FOOTINGF.B.O. FURNISHED BY OTHERSGA. GAUGEG.C. GENERAL CONTRACTORGYP. BD. GYPSUM BOARDG.F.I. GROUND FAULT INTERRUPTEDHDR HEADERHVAC HEATING / VENT / AIR COND.H.C. HOLLOW COREH.M. HOLLOW METALHR. HOURINCL. INCLUDE (D) (ING)INSUL. INSULATE (D) (ING)INT. INTERIORJT. JOINTMFR. MANUFACTURERMTL METALM.O. MASONRY OPENINGMAX. MAXIMUMMECH. MECHANICALMED. MEDIUMMM MILLIMETER (S)MIN. MINIMUMNOM. NOMINALNO. NUMBERN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALEO.C. ON CENTERO.D. OUTSIDE DIAMETERPVMT. PAVEMENTPL. PLATEPLYWD. PLYWOODPVC POLYVINYL CHLORIDEP.S.F. POUNDS PER SQ. FOOTP.S.I. POUNDS PER SQ. INCHP.T. PRESSURE TREATEDR. RADIUSREF. REFERENCEREQ'D REQUIREDREINF. REINFORCE (ING) (MENT)R.O. ROUGH OPENINGR.D. ROOF DRAINR.S. ROUGH SAWNSIM. SIMILARS.C. SOLID CORESPEC. SPECIFICATION (S)SPKR. SPEAKERSQ. SQUARESYS. SYSTEMTHK. THICK (NESS)T&G TONGUE & GROOVET.O.S. TOP OF STEELT.O.W. TOP OF WALLTPL TRIPLETYP. TYPICALI.R.C. INTERNATIONAL RESIDENTIAL CODEU.N.O. UNLESS NOTED OTHERWISEV.C.T. VINYL COMPOSITION TILEVLT. VAULTED CEILINGV.T.R. VENT THROUGH ROOFV.B. VAPOR BARRIERW.C. WATER CLOSETW.P. WATER PROOF (ING)W.W.F. WELDED WIRE FABRICW WIDTH, WIDEw/ WITHw/o WITHOUT1. 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 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 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.CLCLPROPOSED AREA AT GROUND FLOOR: 8,395CONSTRUCTION TYPE:VBFAURE HALVORSEN ARCHITECTS, PC1425 WEST MAIN STREET, SUITE ABOZEMAN, MT 59715406.587.1204PROJECT ARCHITECT: MATT FAUREDCI ENGINEERS1060 S FOWLER AVE SUITE 202BOZEMAN, MT 59718406.556.8600PROJECT ENGINEER: TIM PATTERSONHEADWATERS ENGINEERING190 NORTHSTAR LANEBOZEMAN, MT 59718406.570.3676PROJECT ENGINEER: GARRETT SCHULTZD101-1XAX.XAX.XXAX.X1111ROOM NAME101XAX.XX6"XXX' - Y"X' - Y" X' - Y"10"EQ EQ4"4"ARCHITECTURE · PLANNING · DEVELOPMENT · INTERIORS1425 WEST MAIN ST. · SUITE A · BOZEMAN, MONTANA · 59715TELEPHONE: (406) 587-1204 · EMAIL: FHA@FHARCHITECTS.COM© 2021 FHA. It is unlawful to use any or all of these document without the expressed written consecnt of Faure Halvorsen Architects PC.A R C H I T E C T SF A U R E H A L V O R S E NDATE: 202110/13/2021 11:42:23AMG1.1CLIENT NAME, PROJECT LOCATIONLEGION INDOOR FACILITYPROJECT ADDRESS, CITY, STATE, ZIP CODEPROJECTINFORMATIONJOB NO: 00-000