HomeMy WebLinkAbout002 C0_2 ADU COVER SHEETDATE:PROJECT #:ORIGINAL DRAWING SIZE: 24" x 36"TRIPP LEWTONTRIPP@HOLDINGGROUNDARCHITECTS.COM406.570.2683M. ETHAN BARLOWETHAN@HOLDINGGROUNDARCHITECTS.COM406.548.2656PO BOX 273, BOZEMAN, MONTANA 59771CONSULTANTSThis drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a registered architect employed by Holding Ground Architects llc is affixed above.C:\Users\HGA #3\HOLDING GROUND Dropbox\PROJECTS\24-09 518 SOUTH 3RD AVE\DRAWINGS\REVIT\518 S 3RD ADU - WORKING.rvt518 SOUTH 3RD AVE ADU10/14/2025C0.224-09JOANNE DORNAN & DAVID TAYLORCOVER SHEETNCOA SET518 SOUTH 3RD AVENUEBOZEMAN, MT 59715518 SOUTH 3RD AVE ADU518 SOUTH 3RD AVE, BOZEMAN, MT 59715NCOA SETDATE: 10/14/2025SHEET # SHEET NAMEC0.2 COVER SHEETA0.2 SITE PLANSA1.2 ROOF PLANA1.3 BUILDING PLANSA3.3 BUILDING ELEVATIONSPROPERTY INFORMATIONPROPERTY ADDRESS: 518 SOUTH 3RD AVENUEBOZEMAN, MT 59715LEGAL DESCRIPTION:FAIRVIEW ADD, S07, T02 S, R06 E, BLOCK 4, Lot 14, ACRES 0.168, N 20' LOT 13, PLAT C-3ZONING DESIGNATION: R-1 (RESIDENTIAL LOW DENSITY DISTRICT) _ LIVING:(E) HOUSE(N) GARAGE(N) ADUTOTALAREA CALCULATIONSVICINITY MAPPROPERTY LOCATION: 518 S. 3RD AVEW DICKERSON STALLEYOWNERS:JOANNE DORNAN 518 S 3RD AVEBOZEMAN, MT 59715JODORNAN@ICLOUD.COM; 805.886.7223DAVID TAYLOR518 S 3RD AVEBOZEMAN, MT 59715DNT731@YAHOO.COM; 919.349.6109ARCHITECT:HOLDING GROUND LLCPO BOX 273BOZEMAN, MONTANA 59771406.570.2683TRIPP LEWTONTRIPP@HOLDINGGROUNDARCHITECTS.COM406.570.2683M. ETHAN BARLOWETHAN@HOLDINGGROUNDARCHITECTS.COM406.548.2656STRUCTURAL ENGINEER:T2 STRUCTURALTRACY THOMASTRACY@T2STRUCTURAL.COMPROJECT TEAMSHEET LIST2021 INTERNATIONAL BUILDING CODE2021 INTERNATIONAL RESIDENTIAL CODE2021 EXISTING BUILDING CODE2021 INTERNATIONAL MECHANICAL CODE2021 INTERNATIONAL FUEL GAS CODE2021 UNIFORM PLUMBING CODE2020 NATIONAL ELECTRIC CODE2021 INTERNATIONAL ENERGY CONSERVATION CODECURRENT APPLICABLE CODESABACIADADDT’LADJAFFAHUALTALUMAPARCHASPHASSYASTMANCHOR BOLTAMERICAN CONCRETE INSTITUTEAREA DRAINADDITIONAL AJUSTABLEABOVE FINISHED FLOORAIR HANDLING UNITALTERNATEALUMINUMACCESS PANELARCHITECT, ARCHITECTURALASPHALTASSEMBLYAMERICAN SOCIETY OF TESTING & MATERIALSBDBLDGBLKGBMBOTB.O.BSMTBTWNBOARDBUILDINGBLOCKINGBEAMBOTTOMBOTTOM OFBASEMENTBETWEENCER. T or CTCIPC/L or CLCLRCJCLGCLRCMUC.O.COLCOMMCONCCONFIGCONSTCONTCONTRCOORDCORRCPTCTRCERAMIC TILECAST-IN-PLACECENTER LINECLEARCONTROL JOINTCEILINGCLEARCONCRETE MASONRY UNITCLEANOUTCOLUMNCOMMUNICATIONSCONCRETECONFIGUATIONCONSTRUCTIONCONTINUOUSCONTRACTORCOORDINATECORRIDORCARPETCOUNTERDBLDNDETDIADIMDPDRDWG (S)DOUBLEDOWNDETAILDIAMETERDIMENSIONDAMPERPROOFINGDOORDRAWING (S)EAEFEIFSELECELEV or ELENCLEQEQUIPEXIST or (E)EXTEACHEXHAUST FANEXTERIOR INSULATION FINISH SYSTEMELECTRIC/ELECTRICALELEVATIONENCLOSUREEQUALEQUIPMENTEXISTINGEXTERIORFDFPFFFINF& IFL or FLRFND’NFOSFRFRMFTFTGFLOOR DRAINFIREPLAEFINISHED FLOORFINISHEDFURNISH(ED) & INSTALLFLOOR FOUNDATIONFACE OF STUDFIRE RATEDFRAMEFOOT/FEETFOOTINGGAGALV.GFCIGLGLU LAM OR GLBGWBGWB-PGAUGEGALVANIZEDGROUND FAULT CIRCUIT INTERRUPTERGLASSGLUE LAMINATED BEAMGYMPSUM WALL BOARDGYPSUM WALL BOARD PAINTEDHBHDWREHDRHORIZHRHSHTHVACHRVHWHHOSE BIBHARDWAREHEADERHORIZONTALHANDRAILHOLLOW STEELHEIGHTHEATING, VENTILATION, & AIR COND.HEAT RECOVERY VENTILATORHOT WATER HEATERINCLINDIC.INSULINTINCLUDE, INCLUDINGINDICATE(D)INSULATIONINTERIORJSTLAVLTLAVATORYLIGHTMASMAXMECHMEZZMFR/MANUFMHMINMISCMLWKMO MTDMTLMASONRYMAXIMUMMECHANICALMEZZANINEMANUFACTURERMANHOLEMINIMUMMISCELLANEOUSMILLWORKMASONRY OPENINGMOUNTEDMETAL(N)NO or #NICNTSNEWNUMBERNOT IN CONTRACTNOT TO SCALEOCOFCIOFCOHOWSJON CENTEROWNER FURNISHED, CONTRACTOR INSTALLEDOFFICEOVERHEADOPEN WEB STEEL JOISTPART’NPCPERFPMFRPLPLYWDP/PTG/PTDPREFABPREFINPARTITIONPRECASTPERFORATEDPER MANUFACTURER'S RECOMMENDATIONSPLATE/PROPERTY LINEPLYWOODPAINTINGPREFABRICATEDPREFINISISHEDQTQUARRY TILERARADRDREFREFRREINFREQDRETREVRFGRIRMRORETURN AIRRADIUSROOF DRAINREFERENCEREFRIDGERATORREINFORCINGREQUIREDRETAININGREVISIONROOFINGRIGID INSULATIONROOMROUGH OPENINGSAMSADSCHEDSECTSFSHLVSHTSMSHWRSIMSJSPECSQSSDSTSTDSTSTSTORSTRUCTSURFSUSPSUBFLRSELF ADHERING MEMBRANESEE ARCHITECTURAL DRAWINGSSCHEDULESECTIONSQUARE FOOTSHELVESSHEETSHEET METALSHOWERSIMILARSEISMIC JOINTSPECIFICATIONSQUARESEE STRUCTURAL DRAWINGSSTEELSTANDARDSTAINLESS STEELSTORAGESTRUCTURE/STRUCTURALSURFACESUSPENDED, SUSPENSIONSUBFLOORT>ELTERRTHKT.O.T.O.FTGTRTSTYPTONGUE & GROOVETELEPHONETERRAZZOTHICKTOP OFTOP OF FOOTINGTREADTUBULAR STEELTYPICALUNFINUNOUGUNFINISHEDUNLESS NOTED OTHERWISEUNDERGROUNDVBVERTVIFVAPOR BARRIERVERTICALVERIFY IN FIELDW/WCWRBWDWFWPWSPWTWWFWITHWATER CLOSETWATER RESISTANT BARRIERWOODWIDE FLANGEWATERPROOF, WATER PROOFINGWET SANDPIPEWEIGHTWELDED WIRE FABRICYDYARDJOISTLIST OF ABBREVIATIONSGENERAL NOTES1) VERIFY ALL CONDITIONS IN THE FIELD COVERING OR AFFECTING THE WORK PRIOR TO SUBMITTING BID OR BEGINNING WORK. OBTAIN & VERIFY DIMENSIONS TO ENSURE PROPER LOCATION W/ RESPECT TO EXISTING BUILDINGS & REPORT TO ARCHITECT ALL CONDITIONS WHICH MAY INTERFERE W/ OR OTHERWISE AFFECT PROPER COMPLETION OF THE WORK.2) ALL DIMENSIONS PROVIDED ARE TO FACE OF FRAME, UNO. USE WRITTEN DIMENSIONS ONLY. DO NOT USE SCALED DIMENSIONS. WHERE NO DIMENSION IS PROVIDED, CONSULT THE ARCHITECT OR ENGINEER FOR CLARIFICATION BEFORE PROCEEDING W/ THE WORK.3) THE DESIGN, ADEQUACY & SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR & HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS, ROOF & FLOOR DIAPHRAGMS & FINISH MATERIALS.4) CHECK & APPROVE SHOP DRAWINGS PRIOR TO SUBMITTING FOR ARCHITECTURAL & ENGINEERING REVIEW. EACH SUBCONTRACTOR SHALL VERIFY & COORDINATE RELATED DIMENSIONS & DETAILS W/ THE GENERAL CONTRACTOR.5) GENERAL NOTES SHALL NOT SUBSTITUTE FOR SPECIFICATIONS. CONFLICTS BETWEEN THE TWO SHALL BE BROUGHT TO THE ARCHITECT’S NOTICE OR THE STRICTER CRITERIA SHALL BE USED.6) THE CONTRACTOR SHALL SCHEDULE & COORDINATE ALL REQUIRED INSPECTIONS FROM THE APPROPRIATEREGULATORY AGENCIES.7) THE CONTRACTOR SHALL SUBMIT COPIES OF INSPECTION REPORTS FOR ALL REQUIRED INSPECTIONS TO THE ARCHITECT.8) OBTAIN ALL PERMITS & PAY ALL FEES REQUIRED BY LOCAL LAWS, ORDINANCES & REGULATIONS PERTAINING TO THIS WORK.9) EXISTING BURIED UTILITY LINES OTHER THAN THOSE INDICATED IN THE DRAWINGS MAY EXIST ON THE SITE. THE CONTRACTOR IS ADVISED TO PROCEED W/ CAUTION DURING ALL EXCAVATION WORK. MAKE ALL POSSIBLE INVESTIGATIONS AS TO LOCATIONS OF UNMARKED LINES.10) THE CONTRACTOR SHALL INSTITUTE & MAINTAIN SAFETY MEASURES & PROVIDE ALL EQUIPMENT OR TEMPORARY CONSTRUCTION TO SAFEGUARD ALL PERSONS & PROPERTY AFFECTED BY HIS OPERATION.11) WHERE NECESSARY, PROVIDE TEMPORARY FENCING & ENCLOSURES AROUND THE SITE FOR PROTECTION OF THE PUBLIC SAFETY.GROSSFLOOR AREA (SQ FT): EXISTING:2328 SF0 SF0 SF2328 SF PROPOSED:2328 SF625 SF649 SF3602 SFS 3RD AVELOT COVERAGE CALCULATIONS BUILDING:(E) HOUSE(N) ADUTOTAL FOOTPRINT (SF):1,522 SF625 SF2,147 SFPROPOSED DESIGN IS < 40% (MAX. ALLOWABLE IN R-1 ZOING PER TABLE 38.320.030.C)LOT AREA:7,331 SFLOT COVERAGE: 29% (2,147 / 7,331)(E) BASEMENT400 SF400 SFPROPOSED DESIGN IS < 50% (MAX. ALLOWABLE IN R-1 ZOING PER TABLE 38.320.030.C)LOT AREA:7,331 SFFLOOR AREA RATIO: 49% (3,602 / 7,331)# DESCRIPTION DATE