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Home My WebLink About003 Cover 28APRIMARY HOUSE GROSS BUILDING AREA• LEVEL 1 = 1,570 SQFT• LEVEL 2 = 1,210 SQFTSUB-TOTAL = 2,780 SQFT• GARAGE = 282 SQFTTOTAL PRIMARY GROSS SQFT = 3,062 SQFTADU GROSS BUILDING AREA• GARAGE = 644 SQFT• ADU GROSS AREA = 644 SQFT ( LIVING AREA = 595 SQFT)TOTAL OVERALL GROSS SQFT = 3,062 SQFT + 1,288 = 4,350 SQFTF.A.R. ( FLOOR AREA RATIO) = 4,350/7,758 = .56LOT COVERAGE = (1,852 + 644)/7,758 = 32%BUILDING AREA SUMMARYPROJECT VICINITYWest Grant St.S. 3rd AveS. Grand AveW. Lincoln AvePROJECT TEAMCivil Engineer:Allied Engineering Services, Inc.32 Discovery DriveBozeman, MT 59718mgood@alliedengineering@gmail.com406-582-0221Owner:Tom Hennessy6625 Sourdough Canyon Rd.Bozeman, MT 59715hennessy.tom@yahoo.com406-595-1376Designer:Miller Design Build, LLCPoBox 2016Bozeman, MT 59771millerdesignbuild@gmail.com406-531-9671Contractor:Holbrook Construction Co.917 Naya Nuki Dr.Bozeman, MT 59715cholbrook1975@msn.com434-944-2977Structural Engineer:Johnson Structural Engineering152 West Short St.Bozeman, MT 59715larry@johnsonengineer.com406-585-2939PROJECT DESCRIPTIONDEMOLITION OF EXISTING RESIDENCE ON (4) CITY LOTS. RESURVEY / PLAT (2) NEW BUILDABLE LOTS. CONSTRUCT NEW S.F.R w/ ATTACHED GARAGE AND NEW DETACHED GARAGE WITH ADU ABOVE. DESIGN LOADS:1. BUILDING CLASSIFICATIONS:A. CATEGORY IB. SEISMIC FACTOR: IE= 1.00C. SEISMIC CATEGORY = "D"D. SNOW FACTOR: IS= 1.0E. WIND FACTOR: IW= 1.00F. WIND SPEED: V3S= 90, VFM= 75, EXPOSURE CG. BASIC SIESMIC SYSTEM: WOOD FRAMED SHEAR WALL (PER APA DESIGN SOFTWARE)2. SOILS :A. MIN. BEARING CAPACITY OF 1,500 PSFB. REFER TO SOILS REPORT FOR RECOMMENDATIONS3. SNOW LOADS:A. GROUND : 46 PSFB. ROOF : 41 PSF4. LIVE LOADS:A. ROOF : 20 PSFB. FLOOR : 40 PSF 5. DEAD LOADS:A. ROOF : 15 PSFB. FLOOR : 12 PSF C. INT. WALLS : 10 PSFD. EXT. WALLS : 12 PSF6. FROST DEPTH:A. 3FT -1 STORY BUILDINGB. 4FT -2 STORY BUILDINGDRAWN BY:SCALE:PROJECT:pobox 2016 Bozeman, MT 59771(406)531.9671 millerdesignbuild@gmail.comDATE:PROJECT NOREVISION DATEFOR COORDINATION1/4" = 1'-0"g1.0SMCover -ProjectSummaryNotesLot 28A1410 S. 3rd AveBozeman, MT 5971501222-14-2022SHEET INDEXg1.0 Cover - Project Summary Notesg1.1 Perspectivesg1.2 Neighborhood Contextc1.1 Existing Conditionsc1.2 Design Plana1.2 Floor Plansa1.4 Roof Plana1.5 ADU Plansa3.1 Elevationsa3.2 ElevationsGENERAL NOTES1. DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF THIS DESIGNER WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED ORNOT. 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 OTHERPROJECTS EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM THIS DESIGNER2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS AT THE JOB SITE AND SHALL NOTIFY THE DESIGNER OR GENERALCONTRACTOR 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 ANDFEDERAL 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 BYCONTRACTORS.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 ASUNSATISFACTORY 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 OFREALTED 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 STRONGAND 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 SCOPEOF 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 ANDSHALL RESULT IN THE CONTRACOTR MAKING SUCH CHANGES TO OR DEVIATIONS FROM THE DRAWINGS BE HELD RESPONSIBLE FOR THE CONSEQUENCES RESULTINGFROM SUCH CHANGES.PROJECT SUMMARYPROJECT ADDRESS: 1410 South 3rd Ave. Bozeman, MT 59715LAT / LONGLEGAL DESC. Capitl HIll Add. Block 22 - Lot 28ALOT AREA: .18 AcresZONING: R1CURRENT USE: Single Family ResidenceBUILDING TYPE: S.F.R. W/ ATTACHED GARAGEBUILDING HT.: 26'-6" ABOVE ADJ. GRADE# OF STORIES 2CONSTRUCTION TYPE: TYPE-V BINSULATION AND FENESTRATION1. EXTERIOR WINDOWS - LOW-E 272 W/ ARGON GAS - U-FACTOR .312. EXTERIOR DOORS - U FACTOR .353. EXTERIOR WALL ASSEMBLY - R-21 UNFACED BATT W/ POLYFILM 4MCLEAR4. EXTERIOR FOUNDATION WALL - R-19 POLYFACED BATT W/ 3" FOAMFILLED RIM JOIST5 CATHEDRAL CIELING - R-48 - VENTED W/ BAFFLES6 VENTED ATTIC SPACE - R-48 - VENTED WITH BAFFLES7 FLOOR ABOVE GARAGE - R-30 BATT8 GARAGE WALLS - R-21 UNFACED BATT W/ POLYFILM 4M CLEAR9 GARAGE CEILING - R-48 - VENTED W/ BAFFLESRADON MITIGATION DATA1. ADHERE TO IRC SECTION AF103.1 FOR RADON CONSTRUCTIONTECHNIQUES.2 CONSTRUCTION TECHNIQUES RESIST ENTRY OF RADON ANDALLOW FOR POST-CONSTRUCTION MITIIGATION IF NECESSARY.3 SUMMARY OF CONSTRUCTION TECHNIQUES - DAMPROOFING @EXTERIOR FOUNDATION WALLS + 4" GRAVEL DRAINAGE COURSEUNDER 6MIL. POLYETHYLENE SOIL-GAS-RETARDER W/ 12"LAPPED & TAPED SEAMS EXTENED TO FOUNDATION WALL.4 G.C. TO COORDINATE PASSIVE VETNING RADON SYSTEM UPTHROUGH ROOF; INSTALL EXHAUST FAN IF HIGH LEVELS ARETESTED.VICINITY MAPAPPLICABLE CODES1. 2018 INTERNATIONAL RESIDENTIAL CODE2. 2018 ENERGY CONSERVATION CODE3. 2018 UNIFORM PLUMBING CODE4. 2018 INTERNATIONAL MECHANICAL CODE5. 2017 NATIONAL ELECTRIC CODE