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Home My WebLink AboutHOA approved combined plan set e (1)ISANTI DOGWOOD (Cornus sericea 'Isanti' ) RUSSIAN SAGE (Perovskia atriplicifolia) KARL FOERSTER REED GRASS (Calamagrostis acutiflora) SNOWDRIFT CRABAPPLE TREE (Malus 'Snowdrift') -2" CALIPER PLANTING -5 GALLON PLANTING -48" Height and Spread -5 GALLON PLANTING -48" Height -24"-48" Spread -1 GALLON PLANTING -48" Height -36" Spread JAPANESE MAPLE TREE (Acer palmatum) -2" CALIPER PLANTING SALVIA MARCUS (Sylvestris) -1 GALLON PLANTING -24" Height -16" Spread BLANKET FLOWER VARIETY -1 GALLON PLANTING -16" Height -16" Spread GENERAL LANDSCAPE NOTES: • ALL SOD TO HAVE AUTOMATED U.G. SPRINKLERS. • ALL PERENIAL PLANTING BEDS TO HAVE AUTOMATED DRIP IRRIGATION AND / OR SPRAY HEADS. • ALL PERENIAL BEDS TO HAVE WEED CONTROL MAT AND WASHED ROCK OR MULCH. • ALL TREES TO BE 2"-3" CALIPER. • ALL TREES TO HAVE AUTOMATED BUBBLERS AS REQUIRED. • ALL TREES TO BE PLANTED W/IN PLANTING BED / RING.0° 13' 52"75.21'SWLOT 4A 15,327 SQFT LOT 4B 15,506 SQFT FEN WAYDAVIS LANEUTILITY EASEMENT 12' - 0"P.U.E. / ACCESS12' - 0"P.U.E. / ACCESS12' - 0"P.U.E. / ACCESS 70' - 0" 89° 46' 08" 203.63' S W 0° 13' 52"75.21'SWSETBACK5' - 0"SETBACK5' - 0"SETBACK 15' - 0"SETBACK5' - 0"SETBACK 15' - 0" WATER LINE 89° 46' 08" 203.83' S E 0° 09' 17"75.22'NE0° 09' 17"77.04'NECONCRETE SIDEWALKCONCRETE SIDEWALKSTREET VISION TRIANGLE LAWN LAWN CONC. WALKWAY Entry Planting -4ft Min. Dim -20sqft Min. Area entry entry entry entryentry entry entryentryentryentry entry 12'x12' Open Space -min/ 10% of Living Space CONC. WALKWAY #1 #2 #3 #4 #5 #6#7#8#9#10#11 PERMEABLE PLANTING AREA BETWEEN DRIVEWAYS -XERISCAPING w/ CRUSHED GRANITE/STONE BEDDING 24' - 2"SNOW STORAGE BIKE RACKSNOW STORAGESNOW STORAGESNOW STORAGEBIKE RACKASPHALT w/ CONC. CURB AISLES AND DRIVEWAYS PERENNIAL PLANTING BEDS w/ METAL EDGING LAWN LAWN LAWN 12' - 0"12' - 0"SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON As indicated l2.1 Landscape Plan CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. PLANTING LEGEND 1" = 10'-0"1 Landscape Plan OPEN SPACE REQUIREMENT CALCULATION -10% OF LIVING SPACE TO BE ALLOCATED TO EXTERIOR OPEN SPACE PER UNIT. -1,247 SQFT PER UNIT x 10% = 125 SQFT PER UNIT MEET MIN REQUIREMENT OF 12FT X 12FT = 144 SQFT. REV. DATE REMARKS • R310.2.1 : MINIMUM OPENING AREA REQUIRING THAT NET OPENING NOT LESS THAN 5.7 SQ. FT., MINIMUM OPENING HEIGHT NOT LESS THAN 24”, MINIMUM WIDTH NOT LESS 20”. THE CLEAR OPENING HEIGHT (SILL) FROM FINISHED FLOOR NOT MORE THAN 44”. • R311.2 : EGRESS DOOR REQUIRED TO BE LABEL ON DRAWINGS. PLEASE ADD NOTATION. CLEAR OPENING WIDTH SHALL NOT BE LESS THAN 32”AND SHALL NOT BE LESS THAN 78”IN CLEAR HEIGHT. • R311.3 : LANDING SHALL BE REQUIRED ON BOTH SIDE OF THE EGRESS DOOR, WIDTH SHALL BE NO LESS THAN THE DOOR SERVED, AND MEASURING NO LESS THAN 36”IN THE DIRECTION OF TRAVEL. • OPENINGS BETWEEN GARAGE AND DWELLING SHALL HAVE MIN. 20 MINUTE RATING AND EQUIPPED WITH SELF-CLOSING DEVICE. • R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS LANDINGS OR FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 11/2 INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. 1. EXCEPTION: THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL BE NOT MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. 2. WHERE EXTERIOR LANDINGS OR FLOORS SERVING THE REQUIRED EGRESS DOOR ARE NOT AT GRADE, THEY SHALL BE PROVIDED WITH ACCESS TO GRADE BY MEANS OF A RAMP IN ACCORDANCE WITH SECTION R311.8 OR A STAIRWAY IN ACCORDANCE WITH SECTION R311.7. R311.7.1 WIDTH STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES (114 MM) ON EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. R311.7.2 HEADROOM THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. EXCEPTIONS: 1. WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES, THE FLOOR OPENING SHALL BE ALLOWED TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM NOT MORE THAN 43/4 INCHES (121 MM). 2. THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. R311.7.3 VERTICAL RISE A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 INCHES BETWEEN FLOOR LEVELS OR LANDINGS. R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R311.7.5.2.1 WINDER TREADS WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES (254 MM) MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLINE. WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 6 INCHES (152 MM) AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR. WITHIN ANY FLIGHT OF STAIRS, THE LARGEST WINDER TREAD DEPTH AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY MORE THAN 3/8 INCH (9.5 MM). CONSISTENTLY SHAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS RECTANGULAR TREADS AND DO NOT HAVE TO BE WITHIN 3/8 INCH (9.5 MM) OF THE RECTANGULAR TREAD DEPTH. EXCEPTION: THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). EXCEPTIONS: 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (956 MM). R311.7.8.2 CONTINUITY HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. R311.7.8.3 GRIP-SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). R311.7.8.4 EXTERIOR PLASTIC COMPOSITE HANDRAILS PLASTIC COMPOSITE EXTERIOR HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R507.3. R317.1 LOCATION REQUIRED PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OFN ATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. R317.1.1 FIELD TREATMENT FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. R317.1.2 GROUND CONTACT ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND CONTACT USE, EXCEPT THAT UNTREATED WOOD USED ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER SHALL NOT BE REQUIRED TO BE PRESSURE-PRESERVATIVE TREATED. R317.1.3 GEOGRAPHICAL AREAS IN GEOGRAPHICAL AREAS WHERE EXPERIENCE HAS DEMONSTRATED A SPECIFIC NEED, APPROVED NATURALLY DURABLE OR PRESSURE-PRESERVATIVE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS THAT FORM THE STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, PORCHES OR SIMILAR PERMANENT BUILDING APPURTENANCES WHEN THOSE MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING THAT WOULD PREVENT MOISTURE OR WATER ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN MEMBERS. DEPENDING ON LOCAL EXPERIENCE, SUCH MEMBERS MAY INCLUDE: 1. HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS AND DECKING. 2. VERTICAL MEMBERS SUCH AS POSTS, POLES AND COLUMNS. 3. BOTH HORIZONTAL AND VERTICAL MEMBERS. R317.1.4 WOOD COLUMNS WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD. EXCEPTIONS: 1. COLUMNS EXPOSED TO THE WEATHER OR IN BASEMENTS WHERE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING 1 INCH (25 MM) ABOVE A CONCRETE FLOOR OR 6 INCHES (152 MM) ABOVE EXPOSED EARTH AND THE EARTH IS COVERED BY AN APPROVED IMPERVIOUS MOISTURE BARRIER. 2. COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING WHEN SUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL AT A HEIGHT MORE THAN 8 INCHES (203 MM) FROM EXPOSED EARTH AND THE EARTH IS COVERED BY AN IMPERVIOUS MOISTURE BARRIER. 3. DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING NOT LESS THAN 1 INCH (25 MM) ABOVE A CONCRETE FLOOR OR 6 INCHES (152 MM) ABOVE EXPOSED EARTH. R317.1.5 EXPOSED GLUED-LAMINATED TIMBERS THE PORTIONS OF GLUED-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD. R317.1.1 FIELD TREATMENT FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. R317.1.2 GROUND CONTACT ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND CONTACT USE, EXCEPT THAT UNTREATED WOOD USED ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER SHALL NOT BE REQUIRED TO BE PRESSUREPRESERVATIVE TREATED. R317.3 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD FASTENERS, INCLUDING NUTS AND WASHERS, AND CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD AND FIRE- RETARDANT-TREATED WOOD SHALL BE IN ACCORDANCE WITH THIS SECTION. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. STAINLESS STEEL DRIVEN FASTENERS SHALL BE IN ACCORDANCE WITH THE MATERIAL REQUIREMENTS OF ASTM F1667. R317.3.1 FASTENERS FOR PRESERVATIVE-TREATED WOOD FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. COATING TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM OF ASTM A 653 TYPE G185 ZINC-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. EXCEPTIONS: 1. 1/2-INCH-DIAMETER (12.7 MM) OR GREATER STEEL BOLTS. 2. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. 3. PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. R317.3.2 FASTENINGS FOR WOOD FOUNDATIONS FASTENINGS, INCLUDING NUTS AND WASHERS, FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA; PWF. R317.3.3 FASTENERS FOR FIRE-RETARDANT-TREATED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS FASTENERS, INCLUDING NUTS AND WASHERS, FOR FIRE-RETARDANT-TREATED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS SHALL BE OF HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. R317.3.4 FASTENERS FOR FIRE-RETARDANT-TREATED WOOD USED IN INTERIOR APPLICATIONS FASTENERS, INCLUDING NUTS AND WASHERS, FOR FIRE-RETARDANT-TREATED WOOD USED IN INTERIOR LOCATIONS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF THE MANUFACTURER'S RECOMMENDATIONS, SECTION R317.3.3 SHALL APPLY. SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER ROSET & ASSOCIATES PoBox 10234 BOZEMAN, MT 59719 BUILDER 406.581.5634 eric@rosetassociates.com ERIC ROSET 12" = 1'-0" a0.1 Schedules / Notes CATTAIL DUPLEXES Author 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. 12" = 1'-0"1 EGRESS NOTES 12" = 1'-0" 2 STAIR NOTES 12" = 1'-0" 3 PROTECTION OF WOOD PRODUCTS NOTES REV. DATE REMARKS R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION • OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH 302.5.3. • R302.5.1 OPENING PROTECTION = OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE OR AUTOMATIC-CLOSING DEVICE. . • R302.5.2 DUCT PENETRATION = DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. • R302.5.3 OTHER PENETRATIONS = PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4. R302.4.2 MEMBRANE PENETRATIONS • MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A FIRE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIRED FIRE-RESISTANCE RATING WILL NOT BE REDUCED. EXCEPTIONS: 1. MEMBRANE PENETRATIONS OF NOT MORE THAN 2-HOUR FIRE-RESISTANCE-RATED WALLS AND PARTITIONS BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES (0.0103 M2) IN AREA PROVIDED THAT THE AGGREGATE AREA OF THE OPENINGS THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQUARE INCHES (0.0645 M2) IN ANY 100 SQUARE FEET (9.29 M2) OF WALL AREA. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8 INCH (3.1 MM). SUCH BOXES ON OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED BY ONE OF THE FOLLOWING: 1.1. BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES (610 MM) WHERE THE WALL OR PARTITION IS CONSTRUCTED WITH INDIVIDUAL NONCOMMUNICATING STUD CAVITIES. 1.2. BY A HORIZONTAL DISTANCE OF NOT LESS THAN THE DEPTH OF THE WALL CAVITY WHERE THE WALL CAVITY IS FILLED WITH CELLULOSE LOOSE-FILL, ROCKWOOL OR SLAG MINERAL WOOL INSULATION. 1.3. BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11. 1.4. BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS. 1.5. BY OTHER LISTED MATERIALS AND METHODS. 2. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIALS PROVIDED THAT THE BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCERATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8 INCH (3.1 MM) UNLESS LISTED OTHERWISE. SUCH BOXES ON OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED BY ONE OF THE FOLLOWING: 2.1. BY THE HORIZONTAL DISTANCE SPECIFIED IN THE LISTING OF THE ELECTRICAL BOXES. 2.2. BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11. 2.3. BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS. 2.4. BY OTHER LISTED MATERIALS AND METHODS. 3. THE ANNULAR SPACE CREATED BY THE PENETRATION OF A FIRE SPRINKLER PROVIDED THAT IT IS COVERED BY A METAL ESCUTCHEON PLATE. 4. CEILING MEMBRANE PENETRATIONS BY LISTED LUMINAIRES OR BY LUMINAIRES PROTECTED WITH LOSTED MATERIALS THAT HAVE BEEN TESTED FOR USE IN FIRE- RESISTANCE RELATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. R302.4.1 THROUGH PENETRATIONS THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2. EXCEPTION: WHERE THE PENETRATING ITEMS ARE STEEL, FERROUS OR COPPER PIPES, TUBES OR CONDUITS, THE ANNULAR SPACE SHALL BE PROTECTED AS FOLLOWS: 1. IN CONCRETE OR MASONRY WALL OR FLOOR ASSEMBLIES, CONCRETE, GROUT OR MORTAR SHALL BE PERMITTED WHERE INSTALLED TO THE FULL THICKNESS OF THE WALL OR FLOOR ASSEMBLY OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE-RESISTANCE RATING, PROVIDED THAT BOTH OF THE FOLLOWING ARE COMPLIED WITH: 1.1. THE NOMINAL DIAMETER OF THE PENETRATING ITEM IS NOT MORE THAN 6 INCHES (152 MM). 1.2. THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE INCHES (92 900 MM2). 2. THE MATERIAL USED TO FILL THE ANNULAR SPACE SHALL PREVENT THE PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE COTTONW ASTE WHERE SUBJECTED TO ASTM E 119 OR UL 263 TIME TEMPERATURE FIRE CONDITIONS UNDER A POSITIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCH OF WATER (3 PA) AT THE LOCATION OF THE PENETRATION FOR THE TIME PERIOD EQUIVALENT TO THE FIRE-RESISTANCE RATING OF THE CONSTRUCTION PENETRATED. R302.4.1.1 FIRE-RESISTANCE-RATED ASSEMBLY PENETRATIONS SHALL BE INSTALLED AS TESTED IN THE APPROVED FIRE-RESISTANCE-RATED ASSEMBLY. R302.4.1.2 PENETRATION FIRESTOP SYSTEM PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, WITH A POSITIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCH OF WATER (3 PA) AND SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL OR FLOOR-CEILING ASSEMBLY PENETRATED. R302.7 UNDER-STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER- STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. R302.9 Flame Spread Index and Smoke-Developed Index for Wall and Ceiling Finishes Flame spread and smoke developed indexes for wall and ceiling finishes shall be in accordance with Sections R302.9.1 through R302.9.4. R302.9.1 Flame Spread Index Wall and ceiling finishes shall have a flame spread index of not greater than 200. Exception: Flame spread index requirements for finishes shall not apply to trim defined as picture molds, chair rails, baseboards and handrails; to doors and windows or their frames; or to materials that are less than 1/28 inch (0.91 mm) in thickness cemented to the surface of walls or ceilings if these materials exhibit flame spread index values not greater than those of paper of this thickness cemented to a noncombustible backing. R302.9.2 Smoke-Developed Index Wall and ceiling finishes shall have a smoke-developed index of not greater than 450. R302.9.3 Testing Tests shall be made in accordance with ASTM E 84 or UL 723. R302.9.4 Alternative Test Method As an alternative to having a flame spread index of not greater than 200 and a smoke-developed index of not greater than 450 where tested in accordance with ASTM E 84 or UL 723, wall and ceiling finishes shall be permitted to be tested in accordance with NFPA 286. Materials tested in accordance with NFPA 286 shall meet the following criteria: The interior finish shall comply with the following: 1. During the 40 kW exposure, flames shall not spread to the ceiling. 2. The flame shall not spread to the outer extremity of the sample on any wall or ceiling. 3. Flashover, as defined in NFPA 286, shall not occur. 4. The peak heat release rate throughout the test shall not exceed 800 kW. 5. The total smoke released throughout the test shall not exceed 1,000 m2. R302.11 Fireblocking In combustible construction, fireblocking shall be provided to cut off both vertical and horizontal concealed draft openings and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-framed construction in the following locations: 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1.1. Vertically at the ceiling and floor levels. 1.2. Horizontally at intervals not exceeding 10 feet (3048 mm). 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with ana pproved material to resist the free passage of flame and products of combustion. The material filling this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R302.11.1 Fireblocking Materials Except as provided in Section R302.11, Item 4, fireblocking shall consist of the following materials. 1. Two-inch (51 mm) nominal lumber. 2. Two thicknesses of 1-inch (25.4 mm) nominal lumber with broken lap joints. 3. One thickness of 23/32-inch (18.3 mm) wood structural panels with joints backed by 23/32-inch (18.3 mm) wood structural panels. 4. One thickness of 3/4-inch (19.1 mm) particleboard with joints backed by 3/4-inch (19.1 mm) particleboard. 5. One-half-inch (12.7 mm) gypsum board. 6. One-quarter-inch (6.4 mm) cement-based millboard. 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. 8. Cellulose insulation installed as tested in accordance with ASTM E119 or UL 263, for the specific application. R302.11.1.1 Batts or Blankets of Mineral or Glass Fiber Batts or blankets of mineral or glass fiber or other approved nonrigid materials shall be permitted for compliance with the 10-foot (3048 mm) horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. R302.11.1.2 Unfaced Fiberglass Unfaced fiberglass batt insulation used as fireblocking shall fill the entire cross section of the wall cavity to a height of not less than 16 inches (406 mm) measured vertically. Where piping, conduit or similar obstructions are encountered, the insulation shall be packed tightly around the obstruction. R302.11.1.3 Loose-Fill Insulation Material Loose-fill insulation material shall not be used as a fireblock unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases. R302.11.2 Fireblocking Integrity The integrity of fireblocks shall be maintained. R302.11.1 Fireblocking Materials Except as provided in Section R302.11, Item 4, fireblocking shall consist of the following materials. 1. Two-inch (51 mm) nominal lumber. 2. Two thicknesses of 1-inch (25.4 mm) nominal lumber with broken lap joints. 3. One thickness of 23/32-inch (18.3 mm) wood structural panels with joints backed by 23/32-inch (18.3 mm) wood structural panels. 4. One thickness of 3/4-inch (19.1 mm) particleboard with joints backed by 3/4-inch (19.1 mm) particleboard. 5. One-half-inch (12.7 mm) gypsum board. 6. One-quarter-inch (6.4 mm) cement-based millboard. 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. 8. Cellulose insulation installed as tested in accordance with ASTM E119 or UL 263, for the specific application. R302.11.1.1 Batts or Blankets of Mineral or Glass Fiber Batts or blankets of mineral or glass fiber or other approved nonrigid materials shall be permitted for compliance with the 10-foot (3048 mm) horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. R302.11.1.2 Unfaced Fiberglass Unfaced fiberglass batt insulation used as fireblocking shall fill the entire cross section of the wall cavity to a height of not less than 16 inches (406 mm) measured vertically. Where piping, conduit or similar obstructions are encountered, the insulation shall be packed tightly around the obstruction. R302.11.1.3 Loose-Fill Insulation Material Loose-fill insulation material shall not be used as a fireblock unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases. R302.12 Draftstopping In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following circumstances: 1. Ceiling is suspended under the floor framing. 2. Floor framing is constructed of truss-type open-web or perforated members. R302.12.1 Materials Draftstopping materials shall be not less than 1/2-inch (12.7 mm) gypsum board, 3/8-inch (9.5 mm) wood structural panels or other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless otherwise approved by the building official. The integrity of the draftstops shall be maintained. R302.3 TWO-FAMILY DWELLINGS DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE SEPARATED FROM EACH OTHER BY WALL AND FLOOR ASSEMBLIES HAVING NOT LESS THAN A 1-HOUR FIRE-RESISTANCE RATING WHERE TESTED IN ACCORDANCE WITH ASTM E 119 OR UL 263. FIRE-RESISTANCE-RATED FLOOR/CEILING AND WALL ASSEMBLIES SHALL EXTEND TO AND BE TIGHT AGAINST THE EXTERIOR WALL, AND WALL ASSEMBLIES SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING. EXCEPTIONS: 1. A FIRE-RESISTANCE RATING OF 1/2 HOUR SHALL BE PERMITTED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH NFPA 13. 2. WALL ASSEMBLIES NEED NOT EXTEND THROUGH ATTIC SPACES WHERE THE CEILING IS PROTECTED BY NOT LESS THAN 5/8-INCH (15.9 MM) TYPE X GYPSUM BOARD, AN ATTIC DRAFT STOP CONSTRUCTED AS SPECIFIED IN SECTION R302.12.1 IS PROVIDED ABOVE AND ALONG THE WALL ASSEMBLY SEPARATING THE DWELLINGS AND THE STRUCTURAL FRAMING SUPPORTING THE CEILING IS PROTECTED BY NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD OR EQUIVALENT. R302.3.1 SUPPORTING CONSTRUCTION WHEN FLOOR ASSEMBLIES ARE REQUIRED TO BE FIRE-RESISTANCE RATED BY SECTION R302.3, THE SUPPORTING CONSTRUCTION OF SUCH ASSEMBLIES SHALL HAVE AN EQUAL OR GREATER FIRE-RESISTANCE RATING. EXCEPTION: THE SUPPORTING CONSTRUCTION IS NOT REQUIRED TO BE FIRE-RESISTANCE RATED WHERE AUTOMATIC FIRE SPRINKLERS ARE INSTALLED IN ACCORDANCE WITH APPENDIX Q IN BOTH DWELLING UNITS. SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER ROSET & ASSOCIATES PoBox 10234 BOZEMAN, MT 59719 BUILDER 406.581.5634 eric@rosetassociates.com ERIC ROSET 12" = 1'-0" a0.2 Fire Safety Notes CATTAIL DUPLEXES Author 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. 12" = 1'-0" 1 GENERAL FIRE SEPERATION NOTES 12" = 1'-0"4 FLAME SPREAD NOTES 12" = 1'-0" 3 FIREBLOCKING & DRAFTSTOPPING NOTES 2 TW0-DWELLING FIRE SEPERATION NOTES REV. DATE REMARKS 0° 13' 52"75.21'SWFEN WAYP.U.E. / ACCESS12' - 0"P.U.E. / ACCESS12' - 0"89° 46' 08" 203.63' S W 0° 13' 52"75.21'SWSETBACK5' - 0"SETBACK5' - 0"SETBACK 15' - 0" SETBACK 15' - 0"SEWER0° 09' 17"75.22'NE0° 09' 17"77.04'NEEXISTING N.W.E. TRANSFORMER BOX / DATA PEDESTAL / N.G. SETBACK5' - 0"SETBACK5' - 0"1hr Rated Entry Awning Construction @ THIS UNIT ONLY 0"1hr FIRE PARTITION BETWEEN R-3 TWO FAMILY DWELLINGS, TYPICAL TWO FAMILY R-3 OCCUPANCY -NON SPRINKLERED -TYPE VB CONSTRUCTION PROVIDE 2HR FIRE BARRIER BETWEEN 2ND AND 3RD UNIT. -NON SPRINKLERED 1hr FIRE PARTITION BETWEEN R-3 TWO FAMILY DWELLINGS, TYPICAL TWO FAMILY R-3 OCCUPANCY -NON SPRINKLERED -TYPE VB CONSTRUCTION UTILITY EASEMENT 12' - 0" EXISTING N.W.E. TRANSFORMER BOX FOR NEIGHBORING PROPERTY. 1hr FIRE PARTITION BETWEEN R-3 TWO FAMILY DWELLINGS, TYPICAL 1hr Rated Entry Awning Construction @ THIS UNIT ONLY 1hr Rated Entry Awning Construction @ THIS UNIT ONLY PROVIDE 2HR FIRE BARRIER BETWEEN 2ND AND 3RD UNIT. -NON SPRINKLERED SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON 1/8" = 1'-0" a0.3 Fire Separation Diagram CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. 0 2 10 181/8" = 1'-0" 1 Fire Separation Distance - Diagram REV. DATE REMARKS - --- A B 2 1 AB 2 1 A B 2 1 20' - 0"11' - 0" 1 CAR GARAGE 9' - 0"18' - 0"PARKING SPOT9' - 0"18' - 0"PARKING SPOTFRONTING STREET ENTRY PORCH MIDDLE UNIT ENTRY PORCH INTERIOR END UNIT ENTRY PORCH 20' - 0"21' - 0"6' - 0"24' - 0"24' - 0"x3' - 0"6' - 8" x3' - 0" 6' - 8" x3' - 0" 6' - 8" x3' - 0" 6' - 8" x3' - 0" 6' - 8" 9'-0"x8'-0" O.H.D.R @0' -7 5/8"179'-3" Ceiling @ Slab High Side Slope Slab 1% toward O.H.D. CLOSET WATER HTR 71' - 4"24' - 0"21' - 0"6' - 0"8' - 6"5' - 9"Sill: 3' - 0"F-19 2' - 6"x 3' - 0"2' - 0"20' - 0" Planting Bed Planting Bed 36" Tall Concrete Planting Bed 36" Tall Concrete Planting Bed 1 a4.1 2 a4.1 SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON 1/4" = 1'-0" a2.1 Level 1 Plan Triplex CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. 0 1'4 81/4" = 1'-0" 1 Level 1 Plan Please Note Duplex Unit is Similar Dimensions, Omit center unit of Triplex. REV. DATE REMARKS RangeDWRefrigeratorRangeDWRefrigerator RangeDWRefrigerator - --- A B 2 1 AB 2 1 A B 2 15' - 8"8' - 4 1/4"23' - 0"16' - 2 1/8" 6' - 4 3/4" 6' - 5 1/4"4' - 11"9' - 11"14' - 1"12' - 1 1/2"13' - 2 1/4"10' - 9 3/4" 71' - 4" 24' - 0"R @0' -7 19/32"15R @0' -7 5/8"17Sill: 4' - 0"F-21 2' - 4"x 3' - 0" x4' - 11 1/4" 6' - 7 1/2" Sill: 4' - 0" F-21 2' - 4"x 3' - 0" x2' - 8"6' - 8" Sill: 4' - 0" F-20 5' - 0"x 3' - 0" Sill: 4' - 0" F-20 5' - 0"x 3' - 0" Sill: 4' - 0" F-20 5' - 0"x 3' - 0" 1 a4.1 2 a4.1 - --- A B 2 1 AB 2 1 A B 2 1 71' - 4" 11' - 5 1/2"24' - 9 1/4"11' - 0 5/8"12' - 7 1/8"11' - 5 1/2"26' - 2"2' - 0"12' - 2"23' - 6 1/4"12' - 2"11' - 5 3/4"12' - 2"28' - 2"4' - 11"7' - 11" 2' - 7"4' - 11"7' - 10 7/8"8' - 11"11' - 7 3/8" 11' - 0"9' - 2"3' - 7 1/4"10' - 5"9' - 10 7/8"2' - 11 1/2"x2' - 6"6' - 8" x2' - 6" 6' - 8" x4' - 0" 6' - 8"x2' - 6" 6' - 8" x2' - 6" 6' - 8"x2' - 6" 6' - 8"x2' - 6" 6' - 8"x2' - 6" 6' - 8" Sill: 3' - 0"F-9 4' - 0"x 4' - 0" Sill: 4' - 0" F-19 2' - 6"x 3' - 0" Sill: 4' - 6" F-22 2' - 6"x 2' - 6" Sill: 4' - 6" F-22 2' - 6"x 2' - 6" Sill: 3' - 0"F-9 4' - 0"x 4' - 0" Sill: 3' - 0"F-9 4' - 0"x 4' - 0" 1 a4.1 2 a4.1 SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON 1/4" = 1'-0" a2.2 Level 2 & 3 Triplex CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. 0 1'4 81/4" = 1'-0" 1 Level 2 Plan 0 1'4 81/4" = 1'-0" 2 Level 3 Plan REV. DATE REMARKS a3.22 a3.2 1 a3.1 1 a3.1 2 ARCHITECTURAL GRADE ASPHALT SHINGLE, BLACK , TYP. a3.3 2 a3.31 a3.3 3 a3.3 4 1hr Rated Entry Awning Construction @ THIS UNIT ONLY TWO FAMILY R-3 OCCUPANCY -NON SPRINKLERED -TYPE VB CONSTRUCTION 1hr FIRE PARTITION BETWEEN R-3 TWO FAMILY DWELLINGS, TYPICAL TWO FAMILY R-3 OCCUPANCY -NON SPRINKLERED -TYPE VB CONSTRUCTION 75' - 6" 11' - 6 1/2"28' - 9 1/4"9' - 0 5/8"14' - 7 1/8"11' - 6 1/2"30' - 2"2' - 0"51' - 10" 11' - 5 1/2"28' - 11"11' - 5 1/2"3" / 12"3" / 12"3" / 12"2" / 12"2" / 12"2" / 12"3" / 12"3" / 12"2" / 12" TWO FAMILY R-3 OCCUPANCY -NON SPRINKLERED -TYPE VB CONSTRUCTION TWO FAMILY R-3 OCCUPANCY -NON SPRINKLERED -TYPE VB CONSTRUCTION 1hr Rated Entry Awning Construction @ THIS UNIT ONLY 1hr Rated Entry Awning Construction @ THIS UNIT ONLY PROVIDE 2HR FIRE BARRIER BETWEEN 2ND AND 3RD UNIT. -NON SPRINKLERED TWO FAMILY R-3 OCCUPANCY -NON SPRINKLERED -TYPE VB CONSTRUCTION PROVIDE 2HR FIRE BARRIER BETWEEN 2ND AND 3RD UNIT. -NON SPRINKLERED SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON 1/8" = 1'-0" a2.3 Roof Plan CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. 0 2 10 181/8" = 1'-0"1 ROOF PLAN REV. DATE REMARKS 2" / 1 2" 2" / 12" 2" / 12" - --- 3" / 12"2" / 12"8' - 1 1/8"8' - 1 1/8"1' - 4 3/4"8' - 1 1/8"1' - 4 3/4"8' - 2 5/8"1' - 5"36' - 8"TOP OF FOUNDATION LEVEL 1 T.O.P. LEVEL 2 T.O.S. LEVEL 2 T.O.P. LEVEL 3 T.O.S. LEVEL 3 T.O.P. PEAK LEVEL 1 CLG. APPROX.9' - 7 5/8"SLAB @ OHD. 3" / 12" SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON As indicated a3.1 Elevations CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. 3/16" = 1'-0" 2 SOUTH - TRIPLEX 3/16" = 1'-0" 1 WEST - DAVIS LANE ARCHITECTURAL ASPHALT ROOF -BLACK WHITE GUTTER / DOWN SPOUTS, TYP. WHITE 7" FASCIA / 24" SOFFIT ; POWDER COATED ALUMINUM TYPICAL EXTEIOR STRUCTURE -8" TIMBER COLUMNS / BEAMS -BROWN STAIN SIDING TYPE 2 VINYL WINDOWS.WHITE NOTES: 1) WINDOWS/DOORS @ LAP SIDING TO HAVE TYPICAL 1X4 MIRATEC TRIM PAINTED TO MATCH WINDOW FRAME COLOR 2) NO WINDOW / DOOR TRIM @ STEEL SIDING. PROVIDE J-CHANNEL. 3) FASCIA TO BE 2 PIECE BUILT UP PAINTED WHITE 4) SOFFIT TO BE WHITE ROLLEX VENTED PANELS 5) NO MATERIAL CHANGES TO OCCUR ON OUTSIDE CORNERS. 6) ALL IN PLANE MATERIAL CHANGES OCCUR AT HORIZONTAL BELLY BAND SIDING TRIM. 7) EXPOSED CONCRETE FOUNDATION MUST NOT EXCEED 18" IN HEIGHT. 6 SIDING TYPE 5 - LAP SIDING LP SMART SIDE -5" EXPOSURE -WHITE FACTORY APPLIED PAINT FINISH 7 SIDING TYPE 2 - VERTICAL DELTA RIB PANEL 24 GAUGE -CHARCOAL GRAY FACTORY COATING WOOD TEXTURE DOOR -BARN RED PAINT SIDING TYPE 1 BELLY BAND TRANSITION -CHARCOAL PAINT TO MATCH METAL SIDING 3FT TALL RAISED CONCRETE PLANTNG BED REV. DATE REMARKS - --- 3" / 12" SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON 3/16" = 1'-0" a3.2 Elevations CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. 3/16" = 1'-0" 1 NORTH - TRIPLEX 3/16" = 1'-0" 2 EAST INTERIOR UNITS NOTES PER SHEET BELLY BAND TRANSITION -PAINT TO MATCH CHARCOAL SIDING REV. DATE REMARKS - ---STRUCTURE HEIGHT36' - 6"AVG. DISTANCE TO GRADE1' - 0"3 " / 1 2 " 3" / 12" 2" / 12"2" / 12 "TYPICAL BELLY BAND TRIM -PAINT TO MATCH CHARCOAL SIDING - --- SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON 3/16" = 1'-0" a3.3 Elevations CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. 1 EAST - FEN WAY 2 SOUTH - DUPLEX, TYP. 3 WEST - DUPLEX 4 NORTH - DUPLEX TYPICAL REAR DOORS PAINTED WHITE TO MATCH SIDING REV. DATE REMARKS 2 a4.1 - --- 1 a4.1 3 " / 1 2 " SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON 1/4" = 1'-0" a4.1 Sections CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. REV. DATE REMARKS 0 2 10 181/4" = 1'-0" 1 Section 1 0 2 10 181/4" = 1'-0" 2 Section 2 RIDGE VENT ROLL -FASTEN PER MFG. SHINGLES + UNDERLAYMENT0' - 1 1 /2 " SHINGLE RIDGE CAP VENTED SPACE ROOF FINISH PER ELEV. 1.5" AIR SPACE BAFFLE 1X4+1X8 FASCIA 2X BLOCKING *NOTE= 1 HR. RATED EAVES @ OVERHANGS W/IN 5'-0" OF SETBACK = ADD 5/8" TYPE X G.W.B. TO UNDERSIDE OF SOFFET UNDER SOFFET FINISH MATERIAL. VENTED SOFFIT PANELS -OR UTILIZE LINEAR 2" SOFFET VENT WITH BUG SCREEN. PER ELEV. -VERIFY W/ G.C. ROOF FINISH PER ELEV. VENTED AIR SPACE SIDEWALL ROOF VENT W/ FLASHING -PER MFG. BUILDING EXTERIOR SIDEWALL . ROOF SYSTEM WRB -TYVEK OR SIMILIAR SHEATHING PER STRUCT. WALL INSULATION PER RESCHECK 1/2" G.W.B. -PRIMED / PAINTED VAPOR BARRIER -PER IRC 2X6 WALL STUD SIDING PER ELEV. SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON As indicated a5.1 Architectural Details CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. 3" = 1'-0"1 RIDGE VENT DETAIL - TYP. 1" = 1'-0" 2 EAVE DETAIL - RAFTER 1" = 1'-0" 3 SIDEWALL ROOF VENT DETAIL 1 1/2" = 1'-0" 4 TYP. EXTERIOR WALL REV. DATE REMARKS Yellow =MAXIM LIGHTING - PATHFINDER MODEL 52120BK =LED 15W =880 LUMENS =DARK SKY COMPLIANT 40fc 40fc 40fc 30fc 30fc 30fc 30fc20fc 10fc 10fc 20fc 20fc 20fc 20fc 30fc 40fc40fc40fc30fc30fc10fc10fc20fc20fc20fc30fc20fc20fc10fc10fc10fc40fc40fc40fc30fc30fc30fc30fc20fc20fc20fc20fc30fc40fc40fc40fc30fc30fc30fc30fc20fc20fc20fc20fc30fc10fc10fc10fc10fcSCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON 1/4" = 1'-0" e1.1 Photometric Light Study CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. 0 1'4 81/4" = 1'-0" 1 Typical Duplex Exterior Lighting SITE LIGHTING IS ENLARGED FOR CLARITY. EACH BUILDING TO HAVE SAME EXTERIOR FIXTURE / PHOTOMETRIC RESULTS. REV. DATE REMARKS GROSS BUILDING AREA PER DWELLING UNIT = 1,676 SQFT TOTAL EACH DUPLEX = 3,352 SQFT TOTAL EACH TRIPLEX = 5,028 SQFT UNIT CALCS. • LEVEL 1 = 147 SQFT • LEVEL 2 = 527 SQFT • LEVEL 3 = 573 SQFT TOTAL GROSS LIVING AREA PER UNIT = 1,247 SQFT • GARAGE = 429 SQFT TOTAL GROSS BUILDING AREA PER UNIT= 1,676 SQFT LOT 4A COVERAGE = 2,880/15,327 = 19% • LOT AREA =15,327 SQFT • DUPLEX FOOTPRINT= 1,152 SQFT • TRIPLEX FOOTPRINT= 1,728 SQFT TOTAL LOT COVERAGE= 2,880 SQFT LOT 4A F.A.R. (FLOOR AREA RATIO)= 8,380/15,506 = .55 • LOT AREA = 15,327 SQFT • TOTAL FLOOR AREA = 8,380 SQFT LOT 4B COVERAGE = 3,456/15,506 = 22% • LOT AREA =15,327 SQFT • TRIPLEX FOOTPRINT= 1,728 SQFT • TRIPLEX FOOTPRINT= 1,728 SQFT TOTAL LOT COVERAGE= 3,456 SQFT LOT 4B F.A.R. (FLOOR AREA RATIO)= 10,056/15,506 = .65 • LOT AREA = 15,327 SQFT • TOTAL FLOOR AREA = 10,056 SQFT BUILDING AREA SUMMARY LOT 4B LOT 4A PARK LAND TRACKING TABLE SUBDIVION NAME: CATTAIL CREEK PHASE 2A / 2B PROJECT NAME: CATTAIL DUPLEXES / LOT 4A & 4B ACREAGE ACREAGE PARK LAND AND/OR CIL REQUIRED: ACREAGE PARK LAND AND/OR CIL PROVIDED: REMAINING PARK LAND: REMAINING ACREAGE PARK LAND AND/OR CIL REQUIRED: VALUE OF IMPROVEMENTS IN LIEU PROPOSED: ACREAGE OF PARK LAND PREVIOUSLY DEEDED TO C.O.B. TOTAL FOR SUBDIV. LOT 4A&4B -.57 ACRES 12 du .03 ACRES 10.2 du 1.8 du (.03 x 43,560) x $1.60 = $2,090.88 N/A 10.2 du SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON As indicated g1.0 Project Summary Notes CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. SHEET INDEX g1.0 Project Summary Notes g1.1 Plat Map g1.2 Site Context Images g2.0 Perspectives C-1 SITE PLAN C-2 GRADING PLAN C-3 UTILITIES SITE PLAN C-4 4" WATER MAIN-ALS C-5 6" SEWER SERVICE-ALS C-6 CIVIL DETAILS C-7 CIVIL DETAILS l2.1 Landscape Plan a0.1 Schedules / Notes a0.2 Fire Safety Notes a0.3 Fire Separation Diagram a2.1 Level 1 Plan Triplex a2.2 Level 2 & 3 Triplex a2.3 Roof Plan a3.1 Elevations a3.2 Elevations a3.3 Elevations a4.1 Sections a5.1 Architectural Details e1.1 Photometric Light Study GENERAL NOTES 1. DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF THIS DESIGNER WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM THIS DESIGNER 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS AT THE JOB SITE AND SHALL NOTIFY THE DESIGNER OR GENERAL CONTRACTOR OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. 3. CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES. 4. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES FOLLOWING THEM. 5. CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS AND/OR SPECIFICATIONS TO THE TRADES UNDER THEIR JURISDICTION. 6. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE AND IN PROPER ALIGNMENT. 7. ALL MATERIAL SHALL BE NEW, UNUSED AND OF INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. 8. THERE SHALL BE NO SUBSTITUTION OF MATERIALS OR PRODUCTS WHERE THEY ARE SPECIFIED. OWNER OR DESIGNER MUST APPROVE ALL SUBSTITUTES PROPOSED BY CONTRACTORS. 9. ALL WORK AND MATERIAL SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ATLEAST (1) ONE YEAR FROM APPROVAL FOR FINAL PAYMENT. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, DRILLING AND PATCHING REQUIRED FOR THEIR WORK AND NOT DAMAGE OR RENDER OTHER WORK AS UNSATISFACTORY IN THE PROCESS. 11. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMALATION OF WASTE MATERIAS OR GARBAGE. PREMISES TO BE SWEPT CLEAN DAILY OF REALTED CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE WORK, LEAVE THE JOB SITE FREE OF ALL MATERIALS AND BROOM CLEAN. 12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. LARGER SCALE DRAWINGS GOVERN SMALLER SCALE DRAWINGS. 13. PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO INSTALLING FLOOR COVERINGS OR CARPET. 14. CONTRACTOR SHALL PROVIDE ALL BLOCKING REQUIRED FOR WALL MOUNTED ACCESSORES, CABINETRY AND APPLIANCES AS NEEDED IN ORDER TO ACHIEVE A STRONG AND DURABLE MOUNTING OF SUCH ITEMS. 15. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL WALK THROUGH WITH DESIGNER AND COMPLETE A PUNCH LIST OF ITEMS TO BE CORRECTED OR COMPLETED. FINAL PAYMENT WILL BE CONTINGENT ON COMPLETION OF THIS PUNCH LIST. 16. ANY CHANGE WHICH RESULTS IN EXTRA COST REQUIRES AUTHORIZATION FROM OWNER OR DESIGNER PRIOR TO PROCEEDING WITH SUCH CHANGE. 17. THE SAFETY OF ERECTION, BRACING, SHORING AND TEMPORARY SUPPORTS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR WHO IS RESPONSIBLE FOR SAID SCOPE OF WORK. THIS CONTRACTOR WILL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE THROUGHOUT CONSTRUCTION. 18. CHANGES OR DEVIATIONS FROM THESE DRAWINGS MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE DESIGNER SHALL BE CONSIDERED UNAUTHORIZED AND SHALL RESULT IN THE CONTRACOTR MAKING SUCH CHANGES TO OR DEVIATIONS FROM THE DRAWINGS BE HELD RESPONSIBLE FOR THE CONSEQUENCES RESULTING FROM SUCH CHANGES. APPLICABLE CODES 1. 2018 INTERNATIONAL RESIDENTIAL CODE 2. 2018 ENERGY CONSERVATION CODE 3. 2018 UNIFORM PLUMBING CODE 4. 2018 INTERNATIONAL MECHANICAL CODE 5. 2017 NATIONAL ELECTRIC CODE PROJECT SUMMARY PROJECT ADDRESS: 2983 FEN WAY BOZEMAN, MT 59718 (#2979 LOT 4B SEPERATE PERMIT) LEGAL DESC. CATTAIL CREEK PH 2 / BL 12 / LOT 4A (LOT 4B MIRRORED) LOT AREA: LOT 4A 15,327 SQFT (LOT 4B 15,506 SQFT) ZONING: R3 CURRENT USE: VACANT LOT W/ UTILITIES BUILDING TYPE: DUPLEX W/ ATTACHED GARAGE BUILDING HT.: 24'-0" ADJ. GRADE # OF STORIES 2 CONSTRUCTION TYPE: TYPE-V B INSULATION AND FENESTRATION 1. EXTERIOR WINDOWS - LOW-E 272 W/ ARGON GAS - U-FACTOR .31 2. EXTERIOR DOORS - U FACTOR .35 3. EXTERIOR WALL ASSEMBLY - R-21 UNFACED BATT W/ POLYFILM 4M CLEAR 4. EXTERIOR FOUNDATION WALL - R-19 POLYFACED BATT W/ 3" FOAM FILLED RIM JOIST 5 CATHEDRAL CIELING - R-48 - VENTED W/ BAFFLES 6 VENTED ATTIC SPACE - R-48 - VENTED WITH BAFFLES 7 FLOOR ABOVE GARAGE - R-30 BATT 8 GARAGE WALLS - R-21 UNFACED BATT W/ POLYFILM 4M CLEAR 9 GARAGE CEILING - R-48 - VENTED W/ BAFFLES RADON MITIGATION DATA 1. ADHERE TO IRC SECTION AF103.1 FOR RADON CONSTRUCTION TECHNIQUES. 2 CONSTRUCTION TECHNIQUES RESIST ENTRY OF RADON AND ALLOW FOR POST-CONSTRUCTION MITIIGATION IF NECESSARY. 3 SUMMARY OF CONSTRUCTION TECHNIQUES - DAMPROOFING @ EXTERIOR FOUNDATION WALLS + 4" GRAVEL DRAINAGE COURSE UNDER 6MIL. POLYETHYLENE SOIL-GAS-RETARDER W/ 12" LAPPED & TAPED SEAMS EXTENED TO FOUNDATION WALL. 4 G.C. TO COORDINATE PASSIVE VETNING RADON SYSTEM UP THROUGH ROOF; INSTALL EXHAUST FAN IF HIGH LEVELS ARE TESTED. AERIAL REV. DATE REMARKS SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON g1.2 Site Context Images CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. SOUTH EDGE OF LOT 4B; LOOKING WEST LOT 4A & 4B; LOOKING WEST NORTH EDGE OF LOT 4A ; LOOKING WEST EXISTING NORTH NEIGHBOR ; LOOKING WEST EXISTING NORTH NEIGHBOR DRIVE ACCESS ; LOOKING WEST EXISTING NORTH NEIGHBOR INTERIOR DRIVE AREA ; LOOKING EAST EXISTING MULTI-FAMILY, SOUTH 1 BLOCK; LOOKING WEST REV. DATE REMARKS SCALE: DATE: DRAWN BY PROJECT NO: SHEET NO. SHEET TITLE: PROJECT/CLIENT MILLER DESIGN BUILD, LLC BOZEMAN, MT 59715 406.531.9671 millerdesignbuild@gmail.com SCOTT R. MILLER DESIGNER STRUCTURAL ENGINEER DIXSON & COMPANY, INC. PoBox 6099 BOZEMAN, MT 59771 BUILDER 406.388.7337 dixsonandcompanyinc@gmail.com JOE DIXSON g2.0 Perspectives CATTAIL DUPLEXES sm 9-09-2021 0620 2979 & 2983 FEN WAY Bozeman, MT 59718 SITE PLAN REVIEW DIXSON & COMPANY, inc. REV. DATE REMARKS