HomeMy WebLinkAbout21314 419 N. 4th Avenue Garage ADU - PlansScaleProject numberDateDrawn byChecked byRevisions419 N 4TH AVEBOZEMAN, MT 597157/18/2021 9:09:16 PMA0.1COVER SHEETProject NumberProject NameTYLER & MADELYN BOYERIssue DateAuthorCheckerA0.1COVERSHEETA1.1SITE PLANA2.1FLOOR PLANSA2.2RCP PLANSA3.1ELEVATIONSA4.1BUILDING SECTIONSA5.1MATERIALSS1.1FOUNDATION PLANTABLE OF CONTENTSPROPERTY INFORMATIONZONE: R3TYPE: RESIDENTIALOWNER: TYLER & MADELYN BOYERADDRESS: 419 N. 4TH AVE
POWERALLEYN. 4THPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEWastewater -Collection SystemWater -Distribution SystemEXISTING STRUCTUREEXISTING PARKINGEXISTING POWER SERVICE LOCATIONSETBACKSETBACKSETBACKSETBACKTREETREEGAS IN ALLEY24' - 0"ADU PARKING126' - 0"TREE75' - 0"SLOPESLOPESLOPESLOPE5' - 0"10' - 0"5' - 0"15' - 0"8' - 5"15' - 0"42' - 7"EXTERIOR WALL BEOWALLEYN. 4THPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEWastewater -Collection SystemWater -Distribution SystemEXISTING STRUCTUREEXISTING PARKINGEXISTING POWER SERVICE LOCATIONSETBACKSETBACKSETBACKSETBACKTREETREEGAS IN ALLEY126' - 0"TREE75' - 0"SLOPESLOPESLOPESLOPE5' - 0"10' - 0"5' - 0"15' - 0"ScaleProject numberDateDrawn byChecked byRevisions419 N 4TH AVEBOZEMAN, MT 597151/8" = 1'-0"7/18/2021 9:09:39 PMA1.1SITE PLANProject NumberProject NameTYLER & MADELYN BOYERIssue DateAuthorChecker1/8" = 1'-0"1SITE PLAN - NEW CONSTRUCTIONLOT SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHELL FALL A MIN. OF 6" WHICH THE FIRST 10'-0" PER IRC R401.3ALL GRADING AND DRAINAGE SHALL PROVIDE FOR THE ADEQUATE REMOVAL OF WATER FROM AROUND BUILDING AND STRUCTURESAND FROM WALKWAYS AND PATHS PER WHEATLAND MEADOWS GUIDELINES.SURFACE DRAINAGE SHALL NOT BE DIRECTED INTO ADJACENT PROPERTIES, WHETHER PUBLIC OR PRIVATE PER WHEATLANDMEADOWS GUIDELINESCONTRACTOR IS RESPONSIBLE FOR VERIFYING UTILITY AND SERVICE LOCATIONS.PROVIDE & INSTALL RAIN GUTTERS & DOWNSPOUTS PER OWNER REQUEST.1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITECONDITIONS BEFORE COMMENCING WORK.2. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH MECHANICAL, ELECTRICAL AND PLUMBINGGENERAL NOTES1/8" = 1'-0"2SITE PLAN - EXISITING CONDITIONS
MECHANICALOVERHEAD BEAM28' - 7"24' - 0"24' - 0"28' - 7"BEDROOMCLOSETBATHROOMW/DCOATKITCHENLIVING / DININGDECKScaleProject numberDateDrawn byChecked byRevisions419 N 4TH AVEBOZEMAN, MT 597151/4" = 1'-0"7/18/2021 9:09:42 PMA2.1FLOOR PLANSProject NumberProject NameTYLER & MADELYN BOYERIssue DateAuthorChecker1/4" = 1'-0"1Level 11/4" = 1'-0"2Level 21. CONTRACTOR SHALL VERIFY ALL DIMENSIONSAND JOB SITE CONDITIONS BEFORE COMMENCINGWORK.2. GENERAL CONTRACTOR TO COORDINATEARCHITECTURAL DRAWINGS WITH MECHANICAL,ELECTRICAL AND PLUMBINGAPPLICABLE CODES2012 INTERNATIONAL RESIDENCE CODE2012 UNIFORM PLUMBING CODE2012 INTERNATIONAL PLUMBING CODE2012 NATIONAL ELECTRIC CODE2012 INTERNATIONAL FUEL GAS CODE2012 INTERNATIONAL ENERGY CONSERVATION CODEDESIGN CRITERIASEISMIC ZONE D090 MPH WINDPLAN NOTESGENERAL NOTESFIRE RESISTANT CONSTRUCTION REQUIREMENTS:1. GWB ON WALLS SUPPORTING FLOOR ABOVE.2. FOAM INSULATION SHALL BE SEPERATED FROM THEINTERIOR OF A BUILDING BY AN APPROVED THERMALBARRIER ON MIN. 1/2" GWB OR A MATERIAL THAT ISTESTED IN ACCORDANCE NFPA 275.3. PROVIDE FIRE BLOCKING VERTICALLY AT THECEILING AND FLOOR LEVELS & HORIZONALLY ATINTERVALS NOT EXCEEDING 10 FT.4. UTILITY CLOSET MUST HAVE 20 MINUTE DOOR.EGRESS WINDOWS:ALL SLEEPING ROOM SHALL HAVE A MEANS OF EGRESS DIRECTLY TO THE OUTSIDE VIA A DOOR OR WINDOW. EGRESS WINDOW SHOW MEET THE REQUIREMENTS OF THE IRC 2012 SECTION R310.1MECHANICAL:1. UTILITY CLOSET MUST BE VENTILATED 2. ELEVATE WATER HEATER 18" MIN. ABOVE GARAGEGARAGE SLAB TO ANY ELEMENT OR SWITCH THATMAY SPARK.SAFETY GLAZING:TEMPERED GLASS AT LOCATIONS SPECIFIED IN IRC2012 R308.ENERGY EFFICIENCY2012 INTERNATIONAL ENERGY CONSERVATION CODEMONTANA CLIMATE ZONE 6BINSULATON & FENESTRATION REQUIREMENTS BYCOMPONENTCEILING FLAT: FLATR-49 VAULTEDR-38WALLS:ABOVE GRADER-21BASMENTS R-19 CAVITY/ R-15 CONT.CRAWL SPACER-19 CAVITY/ R-15 CONT.FLOORS: OVER HEATED SPACES R-30PERIMETER SLAB FOR 4FT.R-10EXTERIOR DOORS R-3WINDOWS NFR UNIT RATINGU-0.32WATER HEATER ENERYGY FAC. RATE0.58HEATING SYSTEM ENERGY EFFICIENCY RATING 78%(AFUE FOR GAS: HSPF HEAT PUMP)
ScaleProject numberDateDrawn byChecked byRevisions419 N 4TH AVEBOZEMAN, MT 597157/18/2021 9:09:44 PMA2.2RCP PLANSProject NumberProject NameTYLER & MADELYN BOYERIssue DateAuthorChecker
45.00°15' - 0"SETBACK5' - 0"45° SETBACK PLANEHEIGHT LIMIT22' - 0"HIGHEST POINT 21' 10-3/4"PROPERTY LINEScaleProject numberDateDrawn byChecked byRevisions419 N 4TH AVEBOZEMAN, MT 597151/4" = 1'-0"7/18/2021 9:09:52 PMA3.1ELEVATIONSProject NumberProject NameTYLER & MADELYN BOYERIssue DateAuthorChecker1/4" = 1'-0"1NORTH1/4" = 1'-0"2EAST1/4" = 1'-0"3SOUTH1/4" = 1'-0"4WEST
ScaleProject numberDateDrawn byChecked byRevisions419 N 4TH AVEBOZEMAN, MT 597151/4" = 1'-0"7/18/2021 9:09:55 PMA4.1SECTIONSProject NumberProject NameTYLER & MADELYN BOYERIssue DateAuthorChecker1/4" = 1'-0"1Section 11/4" = 1'-0"2Section 2
ScaleProject numberDateDrawn byChecked byRevisions419 N 4TH AVEBOZEMAN, MT 597157/18/2021 9:09:59 PMA5.1MATERIALSProject NumberProject NameTYLER & MADELYN BOYERIssue DateAuthorCheckerMIRATEC TRIM 4IN -COLOR MATCH SIDINGHARDIE SIDING -MOUNTAIN SAGESTANDING SEAM METAL ROOF -DARK BROWNVINYL WINDOWS -WHITE FINISH
ScaleProject numberDateDrawn byChecked byRevisions419 N 4TH AVEBOZEMAN, MT 597157/18/2021 9:10:01 PMS1.1FOUNDATIONPLANProject NumberProject NameTYLER & MADELYN BOYERIssue DateAuthorChecker1. CONTRACTOR SHALL VERIFY ALL DIMENSIONSAND JOB SITE CONDITIONS BEFORE COMMENCINGWORK.2. GENERAL CONTRACTOR TO COORDINATEARCHITECTURAL DRAWINGS WITH MECHANICAL,ELECTRICAL AND PLUMBINGAPPLICABLE CODES2012 INTERNATIONAL RESIDENCE CODE2012 UNIFORM PLUMBING CODE2012 INTERNATIONAL PLUMBING CODE2012 NATIONAL ELECTRIC CODE2012 INTERNATIONAL FUEL GAS CODE2012 INTERNATIONAL ENERGY CONSERVATION CODEDESIGN CRITERIASEISMIC ZONE D090 MPH WINDGENERAL NOTESENERGY EFFICIENCY2012 INTERNATIONAL ENERGY CONSERVATION CODEMONTANA CLIMATE ZONE 6BINSULATON & FENESTRATION REQUIREMENTS BYCOMPONENTCEILING FLAT: FLATR-49 VAULTEDR-38WALLS:ABOVE GRADER-21BASMENTS R-19 CAVITY/ R-15 CONT.CRAWL SPACER-19 CAVITY/ R-15 CONT.FLOORS: OVER HEATED SPACES R-30PERIMETER SLAB FOR 4FT.R-10EXTERIOR DOORS R-3WINDOWS NFR UNIT RATINGU-0.32WATER HEATER ENERYGY FAC. RATE0.58HEATING SYSTEM ENERGY EFFICIENCY RATING 78%(AFUE FOR GAS: HSPF HEAT PUMP)THE REQUIREMENTS BELOW ARE MINIMUMS CONTRACTOR SHALL PREPARE SOIL & SIZE FOOTINGS BASED ON GEOTECHNICAL RECOMMENDATIONS.CONCRETE:1. CONCRETE SHALL BE RATED A MIN. ON 2500 P.S.I.REINFORCING:1. REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A 706 FOR LOW ALLOY STEELWITH A MIN. YEILD STRENGTH OF 60,000 P.S.I. SPLICENEEDS TO BE 30" IN FOR #4 REBAR2. PREVIDE VERTICAL REINFORCING BARS WITH SEISMICHOOK. MAINTAIN 3" CLEATANCE TO SOILSFOOTING DEPTH:1. FOUNDATION WALLS FOR SINGLE STORY WOOD AND METAL STRUCTURES ARE TO EXTEND A MIN OF 3'-0" BELOW FINISHED GRADE TO THE BOTTOM ON THE FOOTINGS.2. MULTI-STORY AND MASONRY STRUCTURE FOUNDATIONS ARE TO EXTEND A MIN OF 4'-0" BELOWFINISHED GRADE TO THE BOTTOM OF THE FOOTINGS.FOOTING REQUIREMENTS:1. SINGLE STORY FOOTINGS: 6" MIN. DEPTHw/ (2) #4 BARS2. TWO STORY FOOTINGS: 15" MIN. WIDTH, 8" MIN. DEPTH w/ (2) #4 BARS BASEMENT FOOTINGS SUPPORTINGA SINGLE STORY: 6" MIN. DEPTH REINFORCEDw/ (2) #4 BARS.3. BASEMANT FOOTINGS SUPPORTING TWO STORIES: 12" MIN. WIDTH, 8" MIN. DEPTH w/ (2) #4 BARS.4. FOOTING PROJECTIONS SHALL BE A MIN. 2" AND SHALLNOT EXCEED THE THICKNESS OF THE FOOTING BETWEEN THE EDGES OF THE FOOTING AND EDGE OF THE FOUNDATION WALL.5. FOOTING SHOULD BE SUPPORTED ON UNDISTURBEDNATURAL SOILS OR ENGINEERED FILL.FOUNDATION WALL REQUIREMENTS:1. WALLS SUPPORTING ONE STORY: 6" MIN. WIDTH w/ MIN. (2) #4 BARS @ 18" O.C. VERTICALLY & HORIZONTALLY2. WALLS SUPPORTING 2 STORIES: 8" MIN. WIDTH w/ #4 BARS@ 18" O.C. VERTICALLY AND HORIZONTALLY3. THE TOP HORIZONTAL BAR SHALL BE PLACED A MAX. OF 12" BELOW TOP OF WALL.FOUNDATION NOTES