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Home My WebLink Aboutg1-0 Project Summary NotesGROSS BUILDING AREAPER DWELLING UNIT = 1,676 SQFTTOTAL EACH DUPLEX = 3,352 SQFT TOTAL EACH TRIPLEX = 5,028 SQFT UNIT CALCS.• LEVEL 1 = 147 SQFT• LEVEL 2 = 527 SQFT• LEVEL 3 = 573 SQFTTOTAL GROSS LIVING AREA PER UNIT = 1,247 SQFT• GARAGE = 429 SQFTTOTAL GROSS BUILDING AREA PER UNIT= 1,676 SQFTLOT 4A COVERAGE= 2,880/15,327 = 19%• LOT AREA =15,327 SQFT• DUPLEX FOOTPRINT= 1,152 SQFT• TRIPLEX FOOTPRINT= 1,728 SQFTTOTAL LOT COVERAGE= 2,880 SQFTLOT 4A F.A.R. (FLOOR AREA RATIO)= 8,380/15,506 = .55• LOT AREA = 15,327 SQFT• TOTAL FLOOR AREA = 8,380 SQFTLOT 4B COVERAGE= 3,456/15,506 = 22%• LOT AREA =15,327 SQFT• TRIPLEX FOOTPRINT= 1,728 SQFT• TRIPLEX FOOTPRINT= 1,728 SQFTTOTAL LOT COVERAGE= 3,456 SQFTLOT 4B F.A.R. (FLOOR AREA RATIO)= 10,056/15,506 = .65• LOT AREA = 15,327 SQFT• TOTAL FLOOR AREA = 10,056 SQFTBUILDING AREA SUMMARYLOT 4BLOT 4APARK LAND TRACKING TABLESUBDIVION NAME: CATTAIL CREEK PHASE 2A / 2BPROJECT NAME: CATTAIL DUPLEXES / LOT 4A & 4BACREAGEACREAGE 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 ACRES12 du.03 ACRES10.2 du1.8 du(.03 x 43,560) x $1.60 = $2,090.88N/A10.2 duSCALE:DATE:DRAWN BYPROJECT NO:SHEET SHEET PROJECT/CLIENTMILLER DESIGN BUILD, LLCBOZEMAN, MT 59715406.531.9671millerdesignbuild@gmail.comSCOTT R. MILLERDESIGNERSTRUCTURAL ENGINEERDIXSON & COMPANY, INC.PoBox 6099BOZEMAN, MT 59771 BUILDERCIVIL ENGINEER406.388.7337dixsonandcompanyinc@gmail.comJOE DIXSONSYNERGY ENGINEERING & KONSULTING3731 Equesttrian Lane, STE 102BOZEMAN, MT 59718406.624.6137marlene@seakmt.comMarlene Sadaj, PEAs indicatedg1.0Project Summary NotesCATTAIL DUPLEXESsm4-25-202206202979 & 2983 FEN WAYBozeman, MT 59718SITE PLAN REVIEWDIXSON & COMPANY, inc.SHEET INDEXg1.0 Project Summary Notesg1.1 Plat Mapg1.2 Site Context Imagesg2.0 PerspectivesC-1 SITE PLANC-2 GRADING PLANC-3 UTILITIES SITE PLANC-4 4" WATER MAIN-ALSC-5 6" SEWER SERVICE-ALSC-6 CIVIL DETAILSC-7 CIVIL DETAILSC-8 Civil DetailsC-9 Civil Detailsl2.1 Landscape Plana0.1 Schedules / Notesa0.2 Fire Safety Notesa0.3 Fire Separation Diagrama2.1 Level 1 Plan Triplexa2.2 Level 2 & 3 Triplexa2.3 Roof Plana3.1 Elevationsa3.2 Elevationsa3.3 Elevationsa4.1 Sectionsa5.1 Architectural Detailse1.1 Photometric Light StudyGENERAL NOTES1. DRAWINGS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF THIS DESIGNER WHETHER THE PROJECT FOR WHICH THEY WEREPREPARED IS EXECUTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THEPROJECT OWNER NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM THISDESIGNER2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS AT THE JOB SITE AND SHALL NOTIFY THEDESIGNER 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 THEIRJURISDICTION.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 ALLSUBSTITUTES PROPOSED BY CONTRACTORS.9. ALL WORK AND MATERIAL SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ATLEAST (1) ONE YEAR FROM APPROVAL FOR FINALPAYMENT.10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, DRILLING AND PATCHING REQUIRED FOR THEIR WORK AND NOT DAMAGE ORRENDER 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 BESWEPT CLEAN DAILY OF REALTED CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE WORK, LEAVE THE JOB SITE FREE OF ALLMATERIALS 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 INORDER 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 BECORRECTED 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 SUCHCHANGE.17. THE SAFETY OF ERECTION, BRACING, SHORING AND TEMPORARY SUPPORTS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR WHO ISRESPONSIBLE FOR SAID SCOPE OF WORK. THIS CONTRACTOR WILL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURETHROUGHOUT CONSTRUCTION.18. CHANGES OR DEVIATIONS FROM THESE DRAWINGS MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE DESIGNER SHALL BECONSIDERED UNAUTHORIZED AND SHALL RESULT IN THE CONTRACOTR MAKING SUCH CHANGES TO OR DEVIATIONS FROM THE DRAWINGSBE HELD RESPONSIBLE FOR THE CONSEQUENCES RESULTING FROM SUCH CHANGES.APPLICABLE CODES1. 2018 INTERNATIONAL RESIDENTIAL CODE2. 2018 ENERGY CONSERVATION CODE3. 2018 UNIFORM PLUMBING CODE4. 2018 INTERNATIONAL MECHANICAL CODE5. 2017 NATIONAL ELECTRIC CODEPROJECT SUMMARYPROJECT ADDRESS: 2983 FEN WAY BOZEMAN, MT 59718(#2979 LOT 4B SEPERATE PERMIT)LEGAL DESC. CATTAIL CREEK PH 2 / BL 12 / LOT4A (LOT 4B MIRRORED)LOT AREA: LOT 4A 15,327 SQFT (LOT 4B 15,506SQFT)ZONING: R3CURRENT USE: VACANT LOT W/ UTILITIESBUILDING TYPE: DUPLEX W/ ATTACHED GARAGEBUILDING HT.: 24'-0" ADJ. GRADE# OF STORIES 2CONSTRUCTION TYPE: TYPE-V BINSULATION AND...1. 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 4M CLEAR4. EXTERIOR FOUNDATION WALL - R-19 POLYFACED BATTW/ 3" FOAM FILLED 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 4MCLEAR9 GARAGE CEILING - R-48 - VENTED W/ BAFFLESRADON MITIGATION DATA1. ADHERE TO IRC SECTION AF103.1 FOR RADONCONSTRUCTION TECHNIQUES.2 CONSTRUCTION TECHNIQUES RESIST ENTRY OFRADON AND ALLOW FOR POST-CONSTRUCTIONMITIIGATION 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 RADONSYSTEM UP THROUGH ROOF; INSTALL EXHAUST FANIF HIGH LEVELS ARE TESTED.AERIAL1/2 MILE RADIUS MAPREV. DATE REMARKS