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HomeMy WebLinkAbout17583 Application & Plans Memo To: Matthew Madsen, MPH City of Bozeman Community Development From: Trever McSpadden cc: Islands, LLC PO Box 12037 Bozeman, MT 59719 Date: September 21, 2018 Re: West Winds SW Affordable Housing Plan Matthew, We are forwarding for your review, an Affordable Housing Plan for the above referenced subdivision proposal. The content of this plan is outlined below and includes the application forms along with the supplemental information necessary to facilitate your review. The items are as follows: Development Review Application Form (A1) Affordable Housing Plan Application Form (AH) West Winds SW Subdivision Lot Index Affordable Housing Unit Building Plans Please feel free to contact me with any questions that you may have and let me know if you need any additional materials. Thanks. A1 Development Review Application A1 Page 1 of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications DEVELOPMENT REVIEW APPLICATION 1. PROJECT Development Name: Description: 2. PROPERTY OWNER Name: Full Address: Phone: Email: 3. APPLICANT Name: Full Address: Phone: Email: 4. REPRESENTATIVE Name: Full Address: Phone: Email: 5. PROPERTY Full Street Address: Full Legal Description: Current Zoning: Current Use: Community Plan Designation: Development Review Application A1 Page 2 of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications Overlay District: Neighborhood Conservation Entryway Corridor None Urban Renewal District: Downtown North 7th Avenue Northeast None 6. STATISTICS (ONLY APPLICATION TYPES 2-12, 17, 24 AND 26) Gross Area: Acres: Square Feet: Net Area: Acres: Square Feet: Dwelling Units: Nonresidential Gross Building Square Feet: 7. APPLICATION TYPES Check all that apply, use noted forms. Form Form 1. Pre-application Consultation None 17. Informal Review INF 2. Master Site Plan MSP 18. Zoning Deviation None 3. Site Plan SP 19. Zoning or Subdivision Variance Z/SVAR 4. Subdivision pre-application PA 20. Conditional Use Permit CUP 5. Subdivision preliminary plat PP 21. Special Temporary Use Permit STUP 6. Subdivision final plat FP 22. Comprehensive Sign Plan CSP 7. Subdivision exemption SE 23. Regulated Activities in Wetlands RW 8. Condominium Review CR 24. Zone Map Amendment (non Annexation) ZMA 9. PUD concept plan PUDC 25. UDC Text Amendment ZTA 10. PUD preliminary plan PUDP 26. Growth Policy Amendment GPA 11. PUD final plan PUDFP 27. Modification/Plan Amendment MOD 12. Annexation and Initial Zoning ANNX 28. Extension of Approved Plan EXT 13. Administrative Interpretation Appeal AIA 29. Reasonable Accommodation RA 14. Administrative Project Decision Appeal APA 30. Other: 15. Commercial Nonresidential COA CCOA 1 6. Historic Neighborhood Conservation Overlay COA NCOA 8. APPLICATION FEES AND MATERIALS A. Fees are to be provided based upon the adopted fee schedule FS. Contact our office for an estimate. Development Review Application A1 Page 3 of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications B. Application materials shall be submitted for each application as shown in the specific guidance and checklists that is provided for each application type. A common development review application form and common notice materials may be provided for an application that includes more than one application type. All other application materials shall be submitted for each individual application type per the project guidance and checklists. 9. CERTIFICATIONS AND SIGNATURES This application must be signed by both the applicant(s) and the property owner(s) (if different) for all application types before the submittal will be accepted. The only exception to this is an informal review application that may be signed by the applicant(s) only. As indicated by the signature(s) below, the applicant(s) and property owner(s) submit this application for review under the terms and provisions of the Bozeman Municipal Code. It is further indicated that any work undertaken to complete a development approved by the City of Bozeman shall be in conformance with the requirements of the Bozeman Municipal Code and any special conditions established by the approval authority. I acknowledge that the City has an Impact Fee Program and impact fees may be assessed for my project. Further, I agree to grant City personnel and other review agency representative’s access to the subject site during the course of the review process (Section 38.34.050, BMC). I (We) hereby certify that the above information i s true and correct to the best of my (our) knowledge. Certification of Completion and Compliance – I understand that conditions of approval may be applied to the application and that I will comply with any conditions of approval or make necessary corrections to the application materials in order to comply with municipal code provisions. Statement of Intent to Construct According to the Final Plan – I acknowledge that construction not in compliance with the approved final plan may result in delays of occupancy or costs to correct noncompliance. Applicant Signature: Printed Name: Owner Signature: Printed Name: Owner Signature Printed Name: If signing as a corporation, please provide the title and position of the individual signing on behalf of the corporation. Attach separate sheets for additional owner signatures. CONTACT US Alfred M. Stiff Professional Building 20 East Olive Street 59715 (FED EX and UPS Only) PO Box 1230 Bozeman, MT 59771 phone 406-582-2260 fax 406-582-2263 planning@bozeman.net www.bozeman.net COPY 1RWH+RXVLQJSURGXFWVDUHDVVXPHGIRUWKHSXUSRVHVRIWKLVSODQ,QGLYLGXDOORWGHYHORSPHQWPD\ YDU\RYHUWLPH COPY LOT 8 3,850 sq.ft. LOT 11 3,850 sq.ft. LOT 8 6,692 sq.ft. R=14.0'OAK STREET 1/4 COR BETWEEN SEC 2 AND SEC 3 FND 1" IRON PIPE LOT 6 4,983 sq.ft. LOT 7 4,995 sq.ft. LOT 2 4,936 sq.ft. LOT 3 4,948 sq.ft. LOT 4 4,960 sq.ft. LOT 5 4,971 sq.ft. LOT 17 5,407 sq.ft. LOT 16 5,407 sq.ft. LOT 15 5,407 sq.ft. LOT 14 5,407 sq.ft. LOT 13 5,407 sq.ft. LOT 12 5,407 sq.ft. LOT 2 5,407 sq.ft. LOT 3 5,407 sq.ft. LOT 4 5,407 sq.ft. LOT 5 5,407 sq.ft. LOT 6 5,407 sq.ft. LOT 7 5,407 sq.ft. LOT 14 5,408 sq.ft. LOT 15 5,425 sq.ft. LOT 16 5,443 sq.ft. LOT 17 5,460 sq.ft. LOT 12 5,373 sq.ft. LOT 13 5,391 sq.ft. LOT 1 6,674 sq.ft. LOT 1 6,985 sq.ft. LOT 11 3,867 sq.ft. LOT 7 5,373 sq.ft. LOT 6 5,391 sq.ft. LOT 5 5,408 sq.ft. LOT 4 5,425 sq.ft. LOT 3 5,443 sq.ft. LOT 2 5,460 sq.ft. LOT 3 3,143 sq.ft. LOT 11 3,255 sq.ft. LOT 4 3,791 sq.ft. LOT 12 3,925 sq.ft. LOT 5 3,809 sq.ft. LOT 6 3,186 sq.ft. LOT 14 3,228 sq.ft. LOT 7 3,199 sq.ft. LOT 8 3,858 sq.ft. LOT 16 3,582 sq.ft. LOT 1 3,742 sq.ft. LOT 9 3,876 sq.ft. LOT 2 3,130 sq.ft. LOT 10 3,242 sq.ft. LOT 2 3,465 sq.ft. LOT 1 4,356 sq.ft. LOT 5 3,465 sq.ft. LOT 4 3,465 sq.ft. LOT 3 3,465 sq.ft. LOT 2 5,247 sq.ft. LOT 6 6,785 sq.ft. LOT 1 6,764 sq.ft. LOT 5 5,247 sq.ft. LOT 4 5,247 sq.ft. LOT 18 6,985 sq.ft. LOT 6 4,293 sq.ft. LOT 1 7,080 sq.ft. LOT 18 7,080 sq.ft. LOT 9 3,766 sq.ft. LOT 13 3,889 sq.ft. LOT 15 3,161 sq.ft. LOT 9 3,719 sq.ft. LOT 10 3,719 sq.ft. LOT 3 5,247 sq.ft. LOT 8 3,727 sq.ft. LOT 10 3,626 sq.ft. LOT 84 126,712 sq.ft.WINDWARD AVENUEZEPHYR WAYNEW HOLLAND DRIVEBORA WAYMISTRAL WAY WEST OAK STREETDAVIS LANEBREEZE LANE MISTRAL WAY S S S SSSS S SD SS SS SS S S S SWVWV WVWVWVWVWVWVWVWV WV WV WV WV WV WV WV WV WV WV 90 0 40 80 120 SCALE AFFORDABLE HOUSING LOT AFFORDABLE HOUSING LOT AFFORDABLE HOUSING LOT AFFORDABLE HOUSING LOT AFFORDABLE HOUSING LOT AFFORDABLE HOUSING LOT Date Sheet Project # 2018-09-18 BOZEMAN, MONTANA WEST WINDS SW A1-0.1 AFH SITE PLAN 1611.00 TRUE NORTH 1" = 40'-0"1 SITE PLAN TOTAL FOOTPRINT:1984 GSF TOTAL LOT AREA:7493 SF TOTAL LOT COVERAGE:26% FLOOR AREA RATIO:TBD SITE DETAILS AREA ANALYSIS ZONING:R3 PARCEL # LOT 8 & 9 OF BLOCK 6 OCCUPANCY:R-3 CONSTRUCTION TYPE:TYPE V FIRE SUPPRESSION:NOT-REQUIRED IRRIGATION:REQUIRED ZONING DISTRICT: R-3 MINIMUM AREA MAXIMUM LOT COVERAGE MAXIMUM HEIGHT PROPERTY SETBACKS FRONT 15'-0" COMPLIED REAR SIDE COMPLIED COMPLIED 20 FEET 5 FEET38' -0 "ABV. EX. GRADE 0' -0 "ABV. EX. GRADE 50% FOR TOWNHOUSE NA 3,000 LIVABLE SF 6,742 LIVABLE SF REQUIRED ACTUAL SQUARE FOOT: As defined by ANSI Z765-2003: Livable floor area as measured from exterior dimensions including thickness of all walls, interior and exterior, excluding fireplace bump-outs, mechanical spaces, garage spaces, and unfinished basement and/or attic space. GROSS SQUARE FOOT: Total building area as measured from exterior dimensions including thickness of all walls, interior and exterior, mechanical spaces, garage spaces, and accessible un-fished space; does NOT include crawl spaces, patios and decks. GARAGE 20 FEET VICINITY MAP NOT TO SCALE N WINDWARD AVE. DAVIS LANE BREEZE LANE PROJECT LOCATION AB anchor bolt ABV above AAC autoclaved aerated concrete ADJ adjacent AFF above finished floor AGG aggregate ALUM aluminum ALT alternate ARCH architect (ural) ASPH asphalt A/C air conditioning AVG average BD board BLDG building BLK block BLKG blocking BO bottom of BOT bottom BR bedroom BRG bearing BSMT basement BUR built up roofing C channel CAB cabinet CB catch basin CG corner guard CTR center CI cast iron CJ control joint CLG ceiling CL closet CLR clear (ance) CMU concrete masonry unit CMA carbon monoxide alarm CO clean out COL column CONC concrete CONST construction CONT continuous or continue CORR corridor CPT carpet (ed) CSMT casement CT ceramic tile CY clothes dryer CW clothes washer DBL double DF drinking fountain DH double hung DIAG diagonal DIAM diameter DIM dimension (s) DISP dispenser DL dead load DN down DP drain disposal DR door DS downspout DTL detail DW dish washer DWG drawing DWR drawer E east EA each EHD electric hand dryer EJ expansion joint EL elevation ELEC electric (al) EPDM elastomeric membrane EQ equal EQPT equipment EWC electric water cooler EXIST existing EXH exhaust EXT exterior FC faucet FD floor drain FDTN foundation FE fire extinguisher FEC fire extinguisher cabinet FF factory finish FFE finished floor elevation FIN finish FLG flashing FLR floor (ing) FLUR fluorescent FND feminine napkin dispenser FNV feminine napkin vendor FOC face of concrete FOF face of finish FOM face of masonry FOS face of stud FRMG framing FT foot FTG footing FUT future GA gage, gauge GAL gallon GB grab bar GC general contract GDO garage door opener GI galvanized iron GL glass, glazing GWB gypsum wall board GV galvanized GYP gypsum HAS headed anchor stud HB hose bibb HBD hardboard HC hollow core HCP handicap (ped) HDR header HDW hardware HM hollow metal HOR horizontal HP horsepower HT height HTG heating HWD hardwood HVAC heat/ventilate/air condition ID inside diameter INCL include (d) (ing) INSUL insulate (d) (ion) INT interior IRC international residential code INV invert JST joist JT joint KIT kitchen KO knockout L length, angle LAB laboratory LAM laminate (d) LAV lavatory LB pound LBL label LF lineal feet LL live load LT light LWC lightweight concrete MAS masonry MATL material (s) MAX maximum MC medicine cabinet MECH mechanic (al) MTL metal MFR manufacture (r) MH manhole MIN minimum MISC miscellaneous ML microlam MLD molding, moulding MMB membrane MO masonry opening MOV movable MT mount (ed) (ing) MW microwave oven N north NAT natural NIC not in contract NOM nominal NTS not to scale OBS obscure OC on center (s) OD outside diameter OFD overflow drain OH overhead OPG opening OPH opposite hand OPP opposite PC pumice-crete PERF perforate PERIM perimeter PL plaster PLAM plastic laminate PLAS plastic PLF pounds per lineal feet PLT plate PNL panel PNT paint (ed) PR pair PSF pounds per square foot PSI pounds per square inch PTD paper towel dispenser PTN partition PVC polyvinyl chloride PVMT pavement PWD plywood QT quarry tile R riser, radius R/A return air RB rubber base RCP reflected ceiling plan RD roof drain RE reference RF refrigerator RG range REG register REINF reinforce (d) (ing) REQD required REV revision (s), revised RFG roofing RM room RO rough opening ROW right of way RS rough sawn RUB rubber RW refrigerator drawers S south SA smoke alarm S/A supply air SAG suspended acoustic grid SC solid core SCH schedule SD storm drain SECT section SHT sheet SHTG sheathing SIM similar SN sink SPD soap dispenser SPEC specification SPKR speaker SQ square SSK service sink SS sanitary sewer ST steel STD standard STN stone STIFF stiffener STO storage STR structural SUSP suspended SV stacked ovens T tread TB towel bar TC terra cotta TEL telephone THK thick (ness) TO top of TOC top of concrete TOS top of steel TOW top of wall TPD toilet paper dispenser TPH toilet paper holder TR trash compactor TS tube steel TV television TYP typical T&G tongue and groove UBC uniform building code UE underground electric UL underwriters laboratory UNO unless noted otherwise VCT vinyl composition tile VERT vertical VR vapor retarder W west, wide, width W/with WC watercloset WD wood WDW window WF wide flange WG wire glass WI wrought iron W/O without WP waterproof (ing) WR warming drawer WWF welded wire fabric ABBREVIATIONS NA OWNER/BUILDER OWNER: EASTON DEVELOPMENT 19 INTREPID DRIVE BOZEMAN, MT. 59718 406.587.0806 BUILDER: COMPANY ADDRESS BOZEMAN, MT. 59718 PHONE # WEST OAK STREE BAXTER LANE PROJECT SQUARE FOOTAGE SF SF SF SF SF GSF GSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TOTAL TOTAL ROOF TOP DECKS PATIOS (NOT INCLUDING WALKWAYS)GSF 992 0 19841984 992 0 0 0 0 0 UNIT A 992 0 0 0 0 0 UNIT B NA NA NA 992 0 0 0 0 0 0 0 0 MAIN LEVEL NA NA 0 0 0 0 Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A0.00 COVER SHEET 1611.00 SITE MANAGEMENT NOTES INSULATION SPECIFICATION GENERAL NOTES 1. EASTON DEVELOPMENT IS NOT RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES MADE TO THESE DRAWINGS. 2.ALL CONSTRUCTION INCLUDED UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE & LOCAL CODES, STANDARDS, REGULATIONS, ORDINANCES, SPECIFICATIONS AND ANY APPLICABLE DESIGN OR ARCHITECTURAL REVIEW COMMITTEES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS APPLICABLE TO THIS PROJECT. 3.GENERAL CONTRACTOR/CONSTRUCTION MANAGER AS WELL AS SUB-CONTRACTORS SHALL BE FAMILIAR WITH & COMPLY TO ALL PROCEDURES SET FORTH BY FEDERAL, STATE, AND LOCAL GOVERNING AGENCIES IN THE CONSTRUCTION OF THIS PROJECT. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FURNISH ALL AFFIDAVITS, CERTIFICATES, & REPORTS THAT MAY BE REQUIRED BY ANY & ALL AGENCIES INCLUDING ANY APPLICABLE DESIGN OR ARCHITECTURAL REVIEW COMMITTEES UPON REQUEST. 4. ALL FEES, TAXES, PERMITS, APPLICATIONS, CERTIFICATES OF INSPECTIONS, AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5.ANY AMBIGUITIES, DISCREPANCIES, OR CONFLICTS DISCOVERED THROUGHT THE USE OF THESE DRAWINGS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATLEY. FAILURE TO PROVIDE NOTICE TO THE ARCHITECT PRIOR TO ANY SUBSEQUENT CONSTRUCTION ACTIVITY SHALL RELIEVE THE ARCHITECT OF ALL LIABILITIES AND/OR ANY OTHER CONSEQUENCE. 6.CONTRACTORS SHALL COMPLY WITH ALL CONSTRUCTION DOCUMENTS, INCLUDING OUTLINE SPECIFICATIONS. DO NOT SCALE DRAWINGS! FOLLOW DIMENSIONS AS PER PLANS. NOTIFY ARCHITECT OF ANY CONFLICTS. 7.SPECIFICATIONS AND DRAWINGS INDICATE FINISHED STRUCTURE. BUILDER SHALL BE RESPONSIBLE FOR CONSTRUCTION METHODS, PROCEDURES, AND CONDITIONS (INCLUDING SAFETY), EXCEPT AS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS. 8.ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE, AND IN PROPER ALIGNMENT. 9.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS OF WORK, FOR WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS, AT NO EXPENSE TO THE ARCHITECT. 10.PRIOR TO MATERIAL FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR CONFORMANCE TO DESIGN. REFER TO NOTES BELOW ON "SHOP DRAWINGS" AS WELL AS STRUCTURAL ENGINEERS GENERAL NOTES FOR FURTHER INFORMATION.-THE CHECKING OF SHOP DRAWINGS BY THE ARCHITECT OR ENGINEER IN NO WAY RELIEVES THE CONTRACTOR OF FULL RESPONSIBILITY FOR ACCURATE COMPLETION OF THE WORK AS DRAWN AND SPECIFIED. 1.BUILDING FOOTPRINT SHALL BE LOCATED BY A CERTIFIED SURVEYOR & TO BE REVIEWED AND APPROVED BY OWNER/ARCHITECT BEFORE COMMENCING WORK. 2.CONTRACTOR SHALL REMOVE ALL VEGETATION, TREES, STUMPS, DEBRIS AND EXISTING STRUCTURES, INCLUDING PAVEMENT, SIDEWALK, BUILDING FOUNDATION, ABANDONED UTILITIES AND EXISTING TOPSOIL IN ALL AREAS OF DEVELOPMENT. 3.DO NOT DISTURB SITE BEYOND CONSTRUCTION LIMITS AS SET FORTH WITHIN THIS DRAWING SET. 4.ALL SURFACES DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED AND OR RE-LANDSCAPED AS SET FORTH IN THE LANDSCAPING PLAN OR TO MATCH EXISTING WHERE NOT NOTED, SUCH THAT THEY BECOME INDISTINGUISHABLE FROM ADJACENT UNDISTURBED NATURAL AREAS. 5.NOTICE TO ALL CONTRACTORS AND SUBCONTRACTORS: PROTECT NATURAL VEGETATION , TERRAIN, ROCKS, ETC. FROM STUCCO, PAINT, ROOFING FOAM, CONCRETE OR OTHER DAMAGE BY COVERING WITH PLASTIC OR AS REQUIRED. PROVIDE A 4'-0" HIGH BARRIER WITHIN BUILDING ENVELOPE (WHEN APPLICABLE). KEEP MATERIALS AND WORKMEN WITHIN THE FENCE TO PREVENT DAMAGE TO NATURAL TERRAIN AND VEGETATION. THE COST OF RECLAIMING OR REPAIRING ANY DAMAGE DUE TO NEGLIGENCE WILL BE AT THE CONTRACTOR'S / SUBCONTRACTOR'S EXPENSE. 6.ANY AREAS EXTENDING BEYOND THE IMMEDIATE BUILDING SITE THAT ARE DISTURBED DURING CONSTRUCTION INCLUDING BUT NOT LIMITED TO, DRAINAGE FACILITIES AND UTILITY (SEWER, WATER, ELECTRIC, ETC.) TRENCHES SHALL BE RESTORED TO THEIR NATURAL STATE. 7.ALL TRADES SHALL BE RESPONSIBLE TO COMPLETE SITE INVESTIGATION TO IDENTIFY SCOPE OF MATERIALS TO BE REMOVED AND NEW MATERIALS REQUIRED TO MATCH EXISTING CONSTRUCTION. 8.ALL PROPERTY AND BUILDING LINES AS WELL AS ALL SPOT ELEVATIONS SUCH AS TOP OF PWD IN RELATION TO EXISTING GRADE, SHALL BE FIELD VERIFIED AND APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION. 9.HOUSE ADDRESS MARKING: A HOUSE NUMBER SHALL BE DISPLAYED IN A PROMINENT MANNER, SO THAT IT IS REASONABLY VISIBLE TO ENABLE EMERGENCY VEHICLES TO LOCATE THE RESIDENCE. 10.ALL RETAINING WALLS TO HAVE DRAIN TILE SURROUNDED BY 3/4" CRUSHED GRAVEL WRAPPED IN GEOTEXTILE BEHIND WALL AND WEEPS @ 4'-0" OC. (TYP). REFER TO SOILS REPORT FOR FURTHER INFORMATION. UTILITIES 1.CONTRACTOR SHALL CONFIRM WITH EACH APPLICABLE AGENCY THAT ALL UTILITIES (SEWER, POWER, WATER, ETC.) ARE LOCATED AS SHOWN AND THAT SEWER TAP IS LOW ENOUGH TO SERVE ALL PLUMBING DRAINS. 2.CONTRACTORS SHALL NOTIFY UTILITY LOCATOR A MINIMUM OF (3) WORKING DAYS PRIOR TO COMMENCING WORK TO DETERMINE HOW RESPECTIVE UTILITIES WILL BE EFFECTED BY CONSTRUCTION. 3.ALL UTILITIES ARE TO BE BURIED, AND SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ORDINANCES. 4.UTILITY ROUTING AND CONDUIT TRENCH LOCATIONS SHALL CONFORM TO ALL APPLICABLE BUILDING CODES WITH REFERENCE TO HORIZONTAL AND VERTICAL SEPARATION. 5.ELECTRICAL METER SHALL HAVE THE ABILITY TO BE READ REMOTELY BY POWER COMPANY. 6.WATER SUPPLY LINE SHALL BE 11/2" OD POLYETHYLENE AND 8'-0" BELOW GRADE, UNLESS NOTED OTHERWISE. EXCAVATION 1.ANY EXCAVATION SHALL BE CONDUCTED IN ACCORDANCE WITH RECOMMENDATIONS SET FORTH IN GEOTECHNICAL REPORT. 2.FINISH GRADE SHALL BE A MINIMUM OF 8 INCHES BELOW WOOD FRAMING AT BUILDING EXTERIOR. 3.FINISH GRADE TO SLOPE AWAY FROM STRUCTURE FOR A MINIMUM DISTANCE OF 10'-0" AND AT A MINIMUM SLOPE OF 1:10 AND A MAXIMUM SLOPE OF 1:2 UNLESS NOTED OTHER WISE. -GEOTECHNICAL REPORT TO SUPERCEDE ANY FURTHER CONFLICTS. 4.THERE SHALL BE AN EVEN SLOPE BETWEEN NEW GRADES. UNLESS NOTED OTHERWISE , MEET EXISTING GRADES AT A MAXIMUM SLOPE OF 1'-0" VERTICAL TO 2'-0" HORIZONTAL AND A RECOMMENDED SLOPE OF 1'-0" VERTICAL TO 10'-0" HORIZONTAL. ALL FINISHED EARTH GRADES TO BE 1" BELOW ADJACENT WALKS AND DRIVES UNLESS OTHERWISE NOTED. DITCHES TO HAVE SMOOTH CONTOURS TO FACILITATE USE OF LAWN MOWERS WHERE APPLICABLE. 5.THE UNDER FLOOR GRADE SHALL BE CLEANED OF ALL VEGETATION AND ORGANIC MATERIAL. ALL WOOD FORMS USED FOR PLACING CONCRETE SHALL BE REMOVED, AND ALL CRAWL SPACES SHALL BE CLEANED OF ALL CONSTRUCTION DEBRIS BEFORE STRUCTURE IS OCCUPIED. FIRE SUPPRESSION 1.FIRE SUPPRESSION SYSTEM IS NOT REQUIRED, SPRINKLER SYSTEM DESIGN AND LAYOUT SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO COMMENCING INSTALLATION. 2.FIRE SUPPRESSION ENGINEER OF RECORD SHALL BE CONTACTED BY GENERAL CONTRACTOR TO PERFORM ON-SITE OBSERVATION VERIFYING THE INSTALLATION IS IN ACCORDANCE WITH PLANS PROVIDED EROSION AND SEDIMENT STOP CONTROL 1.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAINTAIN A COMPLIANT JOB SITE IN ACCORDANCE WITH THE COB STORM WATER DEPARTMENT, AND MDEQ. 2.GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A STABALIZED CONSTRUCTION ENTRACE TO THE SITE. 3.GENERAL CONTRACTOR SHALL INSTALL APPROPRIATE EROSION CONTROL BMP'S AS NEEDED BEFORE START OF CONSTRUCTION. 4.CONTRACTORS SHALL CONDUCT THEIR WORK IN SUCH A MANNER THAT ALL SOIL, FUELS, OILS, BITUMINOUS MATERIALS, CHEMICALS, SANITARY SEWAGE, AND OTHER HARMFUL MATERIALS ARE CONFINED WITHIN THE PROJECT LIMITS AND PREVENTED FROM ENTERING STORM SEWERS, WATER COURSES, RIVERS, LAKES OR RESERVOIRS. 5.THE CONTRACTOR SHALL PLACE A FILTER OR BARRIER COMPOSED OF STRAW, STONE, FILTER FABRIC ON DRAINAGE STRUCTURE GRATES OR OTHER APPROVED MATERIAL AROUND ALL DRAINAGE COURSES TO PREVENT SEDIMENTATION IN THESE AREAS. AFTER THE CONSTRUCTION OPERATIONS ARE COMPLETED, THE CONTRACTOR SHALL REMOVE THESE FILTERS AND CLEAN ALL THE SEDIMENT AND DEBRIS FROM THE CATCH BASINS OR OTHER DRAINAGE STRUCTURES. 6.SEE SITE DETAIL'S FOR RECOMMENDED SEDIMENT STOP INSTALLATION. GC TO COORDINATE WITH CIVIL ENGINEER OR COB FOR ANY FURTHER SWPPPS REQUIREMNTS AND BMP'S 7.INTRODUCED DRAINAGE FEATURES SHALL BE NATURAL APPEARING, DESIGNED TO EMULATE INDIGENOUS SWALES AND WASHES AND SHALL CONFORM TO ALL DRAINAGE EASEMENTS. 8.A "STORM WATER POLLUTION PROTECTION PLAN" (SWPPP) AND PERMIT IS REQUIRED FOR ANY PROJECT WHICH THE AREA OF DISTURBANCE IS GREATER THAN 1 ACRE. FURTHERMORE, THE GOVERNING DEVELOPMENT MAY REQUIRE A SWPPP REGARDLESS OF SIZE OF AREA OF DISTURBANCE. STAGING NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING FINAL APPROVAL FROM ANY APPLICABLE ARCHITECTURAL REVIEW COMMITTEE FOR ALL CONSTRUCTION STAGING IN THE FIELD PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL CLEARING AND EXCAVATION WITHIN EXISTING PROPERTY LINE BOUNDARIES AND GENERAL EASEMENTS. 3.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY REVISIONS OR ALTERATIONS TO THE CONSTRUCTION STAGING PLAN PRIOR TO CONSTRUCTION. 4.THE CONTRACTOR IS TO INSTALL STRAW BALES IN ADDITION TO SILT FENCE AT LOCATIONS OF POTENTIAL RUN- OFF INTO WETLAND AREAS AS INDICATED ON SITE PLAN. 5.ANY DAMAGE TO THE EXISTING ROADWAY, INCLUDING THE ASPHALT SURFACE, SHOULDER GRAVEL, ROADSIDE DITCH, EXISTING CULVERTS, AND EXISTING VEGETATION AND EROSION CONTROL MEASURES SHALL BE REPAIRED BY THE GENERAL CONTRACTOR TO THE SATISFACTION OF THE DEVELOPMENT. 6.GRAVEL CONSTRUCTION ENTRANCE IS TO BE CONSTRUCTED WITH A MIN. OF 2" OF 3/4"SCREENED ROCK TO COVER ALL DRIVEWAYS, PARKING, AND LAY DOWN AREAS TO BE PLACED AT START OF CONSTRUCTION, AND A RECOMMENDATION OF A MIN. OF (8)" MINUS 3" PITRUN OVER A GEOTECHNICAL SEPARATION FABRIC. 7.ANY USE OF ANY FIRE HYDRANT IS PROHIBITED FOR USE BY ANY OTHER THAN THE GOVERNING FIRE DEPARTMENT. 8.ALL WASTE SHALL BE CONTAINED ON SITE AND PROPERLY DISPOSED OF AT PROJECT COMPLETION. FURTHER, CONCRETE WASHOUT WITHIN THE ROADSIDE DITCHES IS STRICTLY PROHIBITED. 9.GENERAL CONTRACTOR IS TO PROVIDE ONE LOCATION FOR CONCRETE TRUCK WASHOUT. CONCRETE WASHOUT WITHIN THE ROADSIDE DITCHES IS STRICTLY PROHIBITED. 10.ALL MATERIALS AND EQUIPMENT STAGED ON OR OFF SITE SHALL BE PROTECTED FROM WEATHER DAMAGE. LANDSCAPE 1.LANDSCAPE CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT PRIOR TO INSTALLATION, COPIES OF REPORT AVAILABLE UPON REQUEST. RE: ARCHITECT/GENERAL CONTRACTOR/OWNER. 2.REFERENCE LANDSCAPE PLAN FOR ADDITIONAL LANDSCAPE NOTES. 3.ALL LANDSCAPEING IS TO BE INSTALLED PER COB, PLANTING STANDARDS. RADON SYSTEMS NOTE: RADON PLAN TO BE SUBMITTED, BY CONTRACTOR, TO ARCHITECT FOR REVIEW. RADON MEASURED IN PICO CURRIES PER LITER pCi/L -4 pCi/L = ACTION REQUIRED LEVEL -2 pCi/L = ACCEPTABLE LEVEL -2pCi/L > RADON LEVEL GOAL RADON MITIGATION -CRAWLSPACE PASSIVE SUB-MEMBRANE DEPRESSURIZATION SYSTEM FOUNDATION WALL -ALL CONTROL JOINTS, ISOLATION JOINTS & OTHER JOINTS SHOULD BE CALKED WITH AN ELECTROMETRIC SEALANT SUCH AS POLYURETHANE CAULK, DAMP PROOF FOUNDATION WALL AND SEAL ANY PENETRATIONS THROUGH THE WALL. CRAWLSPACE SHEETING TO BE HIGH-DENSITY CROSS-LAMINATED POLYETHYLENE. COLOR TO BE WHITE. OVERLAY W. EPDM RUBBERIZED ROOFING MEMBRANE AT HIGH TRAFFIC AREAS AND ALONG EXPECTED TRAFFIC ROUTES. OVERLAP SHEETS BY 12" AND SEAL SHEETING USING A 1/2" WIDE BEAD OF CAULK. WIRE BRUSH 12" ABOVE CRAWLSPACE FLOOR TO REMOVE ANY DIRT AND SECURE PLASTIC TO WALL @ 12" ABOVE CRAWLSPACE FLOOR WITH 1/2" WIDE BEAD OF CAULK. SEAL AROUND ALL VERTICAL PENETRATIONS. SEAL FLOOR-TO-WALL JOINTS, SEAL CONTROL JOINTS. AIR HANDLING SYSTEMS IN CRAWLSPACE TO MAINTAIN CONTINUOUS POSITIVE PRESSURE WITHIN THE DUCTWORK. THIS IS TO PREVENT RADON FROM BEING DRAWN INTO THE DUCTWORK AND THEN DISTRIBUTED THROUGHOUT THE HOUSE. RISER PIPE TO BE SCHEDULE 40 PVC OR ABS, CONNECT TO 3 OR 4 INCH DIAMETER CORRUGATED AND PERFORATED COLLECTION PIPE 5'+ OR A STRIP OF GEOTEXTILE DRAIN MATTING ON THE SOIL AT THE RISER LOCATION BENEATH THE PLASTIC SHEETING. ACCESS DOORS AND OTHER OPENINGS OR PENETRATIONS BETWEEN FLOORS AND ADJOINING CRAWLSPACES SHOULD BE CLOSED, GASKETED OR OTHERWISE SEALED TO PREVENT AIR LEAKAGE. LABEL RISER AT ALL VISIBLE LOCATIONS SO IT IS NOT CONFUSED WITH ANY OTHER PLUMBING. LABEL PLASTIC SHEETING TO STATE THAT THE PLASTIC SHOULD NOT BE REMOVED AND, IF CUT, IT SHOULD BE PATCHED OR REPLACED. AFTER CONSTRUCTION IS COMPLETED, INSPECT THE SHEETING FOR DAMAGE AND REPAIR AS NECESSARY. PROVIDE FOR FUTURE FAN IF NEEDED. FAN CANNOT BE INSIDE THE LIVING SPACE OR CRAWLSPACE. FANS ARE MOST OFTEN LOCATED IN ATTICS OR GARAGES (UNLESS THERE IS A LIVING SPACE ABOVE THE GARAGE.) FANS REQUIRE A 30-INCH VERTICAL RUN OF PIPE FOR INSTALLATION. FANS REQUIRE AN UNSWITCHED ELECTRICAL JUNCTION BOX. CAVITY INSULATION SCHEDULE R -VALUE MINIMUM R-49ROOFS OVER HEATED SPACES R-20EXTERIOR WALLS -INTERIOR WALLS R-30FLOORS OVER UNHEATED SPACES R-15/19BASEMENT WALL R-10/13UNDER CONC. SLAB R-20CRAWL SPACE R-15/19 LID WALL NOTES: 1.ARCHITECT'S RECOMMENDATION FOR ALL EXTERIOR EAVES AND RAKES TO RECEIVE MIN. OF 3" BLOWN IN POLYURETHANE INSULATION UNLESS NOTED OTHERWISE. 2.DEDUCT ALTERNATE AS APPROVED BY ARCHITECT TO REPLACE 4" SPRAY APPLIED POLYURETHANE INSULATION AT EXTERIOR WALLS WITH AN R-11 MINERAL FIBER BATT OVER TOP OF 2" SPRAY APPLIED POLYURETHANE INSULATION. 3.ARCHITECTS RECOMMENDATION FOR BASEMENT FURRING WALLS TO RECEIVE 3.5" BLOWN IN POLYURETHANE INSULATION IN PLACE OF R-19 BATT. 4.DEDUCT ALTERNATE AS APPROVED BY ARCHITECT TO REPLACE 2" NCFI SPRAY APPLIED POLYURETHANE INSULATION UNDER CONCRETE SLAB WITH 2" POLY-ISOCYANURATE RIGID FOAM INSULATION. 5.GENERAL CONTRACTOR TO PROVIDE COST COMPARISON FOR BLOWN-IN WET CELLULOSE PRODUCT TO REPLACE BATT INSULATION IN EXTERIOR WALLS AND FLOORS. 6.AT A MINIMUM, ALL INTERIOR WALLS SEPARATING BEDROOMS AND/OR BATHROOMS SHALL BE INSULATED AS SPECIFIED ABOVE. IT IS STRONGLY RECOMMENDED THAT ALL INTERIOR WALLS BE INSULATED. 8.FOAM INSULATING SEALANT AT ALL WINDOWS AND DOORS. BLOWN IN INSULATION FIBERGLASS BATT INSULATION W/ 6 MIL. VAPOR BARRIER RECOMMENDED 4" BLOWN IN CELLULOSE -DAMP SPRAYED OR EQUIVALENT MINERAL FIBER BATT SOUND INSULATION 6" MIN. OF SPRAY APPLIED POLYURETHANE INSULATION R-19 BATT INSULATION -WHERE STUD BAY EXISTS 3.5"-2" POLYURETHANE TAPER ELSEWHERE 2" OF 'NCFI' SPRAY APPLIED POLYURETHANE INSULATION WITH VAPOR BARRIER BELOW OR 2" RIGID INSULATION W/ TAPED SEAMS AND VAPOR BARRIER BELOW. 3 1/2" MINERAL FIBER BATT INSULATION IN FLOORS OVER HEATED SPACES FOR SOUND INSULATIONFLOORS OVER HEATED SPACES - 3.5" OF SPRAY APPLIED POLYURETHANE INSULATION OR R-20 VINYL WRAPPED BLANKET INSUATION FASTENED TO FLOOR JOIST 4" OF SPRAY APPLIED POLYURETHANE INSULATION OR R-20 VINYL WRAPPED BLANKET INSUATION FASTENED TO FLOOR JOIST GENERAL SITE NOTES GEOTECHNICAL REPORT NOTES NOTES REGARDING THE GEOTECHNICAL REPORT PROVIDED HERE ARE IN NO WAY INTENDED TO SERVE AS A SUPPLEMENT TO THE GEOTECHNICAL REPORT. IT IS REQUIRED THAT THE GENERAL CONTRACTOR AS WELL AS ANY APPLICABLE SUB CONTRACTORS RECEIVE AND REVIEW THE GEOTECHNICAL REPORT. A FULL GEOTECHNICAL ANALYSIS AND REPORT HAS BEEN PREPARED FOR THIS PROPERTY BY: ALLIED ENGINEERING SERVICES, DATED: JANUARY, 2014, PROJECT # 13-157 1.SURFACE & SUBSURFACE DRAINAGE SHALL CONFORM TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AS SET FORTH IN THE REFERENCED GEOTECHNICAL REPORT. 2.PROPER DRAINAGE SHOULD BE PROVIDED IN THE FINAL DESIGN AND DURING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY ISSUES OR CONFLICTS NOT ACCOUNTED FOR WITHIN THESE DRAWINGS OR THE REFERENCED GEOTECHNICAL REPORT. 3.SITE PREPARATION PROCEDURES AND FOUNDATION EXCAVATIONS TO BE OBSERVED BY THE GEOTECHNICAL ENGINEER TO ASSESS THAT THE ADEQUATE BEARING CONDITIONS EXIST AND THAT PLACEMENT OF ENGINEERED FILL HAS BEEN PERFORMED SATISFACTORILY. IF THE SOIL CONDITIONS ENCOUNTERED DIFFER SIGNIFICANTLY FROM THOSE PRESENTED IN THE GEOTECHNICAL REPORT, SUPPLEMENTAL RECOMMENDATIONS MAY BE REQUIRED. 4.POSITIVE DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION AND MAINTAINED THROUGHOUT THE LIFE OF THE PROPOSED DEVELOPMENT. INFILTRATION OF WATER INTO UTILITY OR FOUNDATION EXCAVATIONS MUST BE PREVENTED DURING CONSTRUCTION. 5.STRIP AND REMOVE ANY EXISTING VEGETATION, ORGANIC TOPSOILS, DEBRIS AND ANY OTHER DELETERIOUS MATERIALS FROM THE BUILDING AREAS. THE BUILDING AREAS ARE DEFINED AS THAT AREA WITHIN THE BUILDING FOOTPRINT PLUS 5 FEET BEYOND THE PERIMETER OF THE FOOTPRINT. ALL EXPOSED SURFACES SHOULD BE FREE OF MOUNDS AND DEPRESSIONS THAT COULD PREVENT UNIFORM COMPACTION. 6.FROZEN SOILS SHOULD NOT BE USED AS FILL OR BACKFILL. 7.EXISTING SOILS REMOVED AT BUILDING FOOTPRINT EXCAVATION MAY BE REUSED IN LANDSCAPE AREAS, AS LONG AS IN ACCORDANCE OF THE REFERENCED GEOTECHNICAL REPORT. 8.ALL IMPORT FILL AND ONSITE BACKFILL SHOULD BE APPROVED BY THE GEOTECHNICAL ENGINEER. WHERE FILL IS TO BE PLACED, LOOSE OR OTHERWISE UNSUITABLE MATERIAL SHOULD BE REMOVED PRIOR TO PLACEMENT OF NEW FILL. 9.GEOTECHNICAL ENGINEER OF RECORD SHALL BE CONTACTED BY THE GENERAL CONTRACTOR AT COMPLETION OF EXCAVATION AND PRIOR TO ANY FILL BEING PLACED TO PERFORM A REVIEW OF EXCAVATION AND SUBSURFACE SOIL CONDITIONS IN COMPARISON WITH THE FINDINGS IN THE GEOTECHNICAL REPORT.Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A0.01 GENERAL NOTES 1611.00 LOT 8 3,850 sq.ft. LOT 11 3,850 sq.ft. LOT 8 6,692 sq.ft. FND OPC (HKM) FND OPC (HKM) FND OPC (HKM) FND OPC (HKM) OPEN SPACE 5,187 sq.ft. LOT 6 4,983 sq.ft. LOT 7 4,995 sq.ft. LOT 2 4,936 sq.ft. LOT 3 4,948 sq.ft. LOT 4 4,960 sq.ft. LOT 5 4,971 sq.ft. LOT 17 5,407 sq.ft. LOT 16 5,407 sq.ft. LOT 15 5,407 sq.ft. LOT 14 5,407 sq.ft. LOT 13 5,407 sq.ft. LOT 12 5,407 sq.ft. LOT 2 5,407 sq.ft. LOT 3 5,407 sq.ft. LOT 4 5,407 sq.ft. LOT 5 5,407 sq.ft. LOT 6 5,407 sq.ft. LOT 7 5,407 sq.ft. LOT 14 5,408 sq.ft. LOT 15 5,425 sq.ft. LOT 16 5,443 sq.ft. LOT 17 5,460 sq.ft. LOT 12 5,373 sq.ft. LOT 13 5,391 sq.ft. LOT 1 6,674 sq.ft. LOT 1 6,985 sq.ft. LOT 11 3,867 sq.ft. LOT 7 5,373 sq.ft. LOT 6 5,391 sq.ft. LOT 5 5,408 sq.ft. LOT 4 5,425 sq.ft. LOT 3 5,443 sq.ft. LOT 2 5,460 sq.ft. LOT 3 3,143 sq.ft. LOT 11 3,255 sq.ft. LOT 4 3,791 sq.ft. LOT 12 3,925 sq.ft. LOT 5 3,809 sq.ft. LOT 6 3,186 sq.ft. LOT 14 3,228 sq.ft. LOT 7 3,199 sq.ft. LOT 8 3,858 sq.ft. LOT 16 3,582 sq.ft. LOT 1 3,742 sq.ft. LOT 9 3,876 sq.ft. LOT 2 3,130 sq.ft. LOT 10 3,242 sq.ft. LOT 2 3,465 sq.ft. LOT 1 4,356 sq.ft. LOT 5 3,465 sq.ft. LOT 4 3,465 sq.ft. LOT 3 3,465 sq.ft. LOT 2 5,247 sq.ft. LOT 6 6,785 sq.ft. LOT 1 6,764 sq.ft. LOT 5 5,247 sq.ft. LOT 4 5,247 sq.ft. LOT 18 6,985 sq.ft. LOT 6 4,293 sq.ft. LOT 1 7,080 sq.ft. LOT 18 7,080 sq.ft. LOT 13 3,889 sq.ft. LOT 15 3,161 sq.ft. LOT 9 3,719 sq.ft. LOT 10 3,719 sq.ft. LOT 3 5,247 sq.ft. LOT 10 3,626 sq.ft. LOT 84 126,712 sq.ft. LOT 85 2,133 sq.ft.WINDWARD AVENUEZEPHYR WAYNEW HOLLAND DRIVEBORA WAYMISTRAL WAY WEST OAK STREETDAVIS LANEBREEZE LANE MISTRAL WAY S S S S SS SSSS S SHYD HYDHYD HYDHYDHYD D S S SSSS S S SS S S S S S SWVWV WVWVWVWVHYD WVWVWVWV WV WV WV WV WV WV WV WV WV WVHYDHYDHYDHYDHYD 90 Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A0.02 OVERALL SITE 1611.00 1/32" = 1'-0"1 SITE PLAN WWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSWWWSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWUE UEUE UEUEUEUEUEUEUEUEGAS GASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS UEUEUEUEUEUEUEUEUEUE UEUE SSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWSS SS SS SS SSS SSSSSSSUEUEUEUEUEUEUEUEUEUEUE GASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGAS UEUEUEUEUEUEUEUEUEUEUEUEFRONT SETBACK15' - 0"53.81'53.00'70.01'53.49'53.81'70.00'51.81'55.00'70.00'55.49'51.81' LOT 8 BLOCK 6 3,727ft2 LOT 9 BLOCK 6 3,766ft2 LOT 10 BLOCK 6 3,626ft2 LOT 11 BLOCK 6 3,867ft2 BREEZE LANE BORA WAYSIDE SETBACK 15' - 0"REAR SETBACK 20' - 0"SIDE SETBACK 5' - 0" EASEMENT 10' - 0"EASEMENT10' - 0"CONCRETE SIDEWALK CONCRETE SIDEWALK2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MI N.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.LEGEND DRAINAGE LIMITS OF CONSTRUCTION EROSION CONTROL DRAINTILE NEW WATER LINE NEW SEWER LINE NEW ELECTRICAL LINE NEW PHONE LINE LIMITS OF EXCAVATION METAL PLANTING BORDER SNOW MELT LOCATIONS ASPHALT CONCRETE SNOW STORAGE NEW GRADE LINE PREVIOUS GRADE LINE FO FO FO UE UE UE EX SS EX SS WATR WATR Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A1-0.1 SITE PLAN 1611.00 1/8" = 1'-0"1 SITE PLAN TRUE NORTH UNIT A UNIT B GENERAL NOTES: KEY NOTES: 1 TBD 1. ALL DIMENSIONS ARE TO FRAMING UNLESS NOTED OTHERWISE. 2. CENTER ALL DOORS ABOUT WALL SPACE UNLESS INDICATED OTHERWISE 3. THE GENERAL CONTRACTOR AND/OR WINDOW SUPPLIER SHALL BE RESPONSIBLE FOR INSURING THAT SAFTEY GLASS IS PROVIDED WHERE APPLICABLE IN ACCORDANCE WITH 2012 IRC SECTION R308.4 4. RADON MITIGATION SYSTEMS SHALL BE INSTALLED UNDER ALL CONCRETE SLABS. (TYP) 5. ANY AND ALL POST AND BEAM SIZES SHALL BE CROSS CHECKED WITH STRUCTURAL DRAWINGS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. (TYP) 6. WATER SUPPLY (W.S.) TO BE LOCATED ON NON- VISIBLE SIDE OF TOILET (TYP) PROJECT SQUARE FOOTAGE SF SF SF SF SF GSF GSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TOTAL TOTAL ROOF TOP DECKS PATIOS (NOT INCLUDING WALKWAYS)GSF 992 0 19841984 992 0 0 0 0 0 UNIT A 992 0 0 0 0 0 UNIT B NA NA NA 992 0 0 0 0 0 0 0 0 MAIN LEVEL NA NA 0 0 0 0 WALL & COLUMN LEGEND CONVENTIONAL WOOD FRAMING -STANDARD THICKNESS 2x4 U.N.O. CONCRETE WALL -STANDARD THICKNESS 8" U.N.O. STONE MASONRY TYPE 'A' -STANDARD THICKNESS OF 6" U.N.O. INDICATES ARCHITECTURAL WOOD COLUMN (WOOD TYPE 'A' U.N.O.) INDICATES STRUCTURAL WOOD COLUMN, (WOOD TYPE 'A2' U.N.O.) VERIFY SIZE AND GRADE WITH STRUCTURAL DRAWINGS. (TYP) INDICATES STRUCTURAL COLUMN. VERIFY SIZE AND TYPE WITH STRUCTURAL DRAWINGS TYP. EXPOSED STAINED CONCRETE -VERIFY STAIN AND FINISH WITH ARCH. A A B B C C D D E E F F G G H H 11 22 33 44 66 - --- 3' - 3"15' - 1"12' - 4"5' - 0"12' - 4"15' - 1"3' - 3"5' - 6"24' - 6"2' - 0"32' - 0"66' - 4"1' - 2"4' - 9"4' - 0"20' - 1"2' - 0"32' - 0"3' - 3"15' - 1"12' - 4"5' - 0"12' - 4"15' - 1"3' - 3" 33' - 2"33' - 2" 66' - 4" 33' - 2"33' - 2" 1/4:12 1/4:12 1/4:121/4:12T.O.W. 100' - 0" T.O.F. 96' - 4" T.O.W. 100' - 0" T.O.F. 96' - 4" T.O.W. 100' - 0" T.O.F. 96' - 4" T.O.W. 100' - 0" T.O.F. 96' - 4" PROVIDE CRAWL SPACE ACCESS PROVIDE CRAWL SPACE ACCESS T.O.P. 99' - 6" T.O.F. 96' - 4" Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A1-1.0 FOUNDATION PLAN 1611.00 TRUE NORTH PLAN NORTH 1/4" = 1'-0"1 T.O. FOOTING A2-0.1 3 3 A2-0.1 2 2 A2-0.1 1 1 A2-0.1 4 4 STACKED W/D DW A A B B C C D D E E F F G G H H 1 1 22 33 44 66 STACKED W/D DW1' - 2"4' - 9"4' - 0"5' - 1 1/2"14' - 11 1/2"2' - 0"3' - 3"9' - 7"5' - 6"2' - 3"7' - 10"2' - 3"5' - 0"2' - 3"7' - 10"2' - 3"5' - 9"9' - 4"3' - 3" 3' - 3"15' - 1"2' - 0"7' - 9"2' - 7"5' - 0"2' - 7"7' - 9"2' - 0"15' - 1"3' - 3"2' - 0"1' - 2"33' - 2"33' - 2"2' - 0"9' - 4 1/2"5' - 10 1/2"4' - 9 1/2"4' - 5 1/2"2' - 9"2' - 9"1/4" / 12"3' - 3"15' - 1"12' - 4"2' - 6"2' - 6"12' - 4"15' - 1"3' - 3" 33' - 2"33' - 2"2' - 0"24' - 6"5' - 6"- --- UNIT A UNIT B 32' - 0"101B 101 102 103 104 105 108 105A 104A 103A 102A 101A 107A 109 110 111 113 108A 108B 108C 109A 111A 113A 108D 112A LIVING ROOM 101 LAMINATE BEDROOM 102 CARPET BATH 103 LVT TILE BEDROOM 104 CARPET KITCHEN 105 LAMINATE MECH 106 ? 106107 105B 104B12' - 5 1/2"3' - 1"3' - 1"12' - 5 1/2"112 LIVING ROOM 108 LAMINATE KITCHEN 109 LAMINATE MECH 110 LVT TILE BEDROOM 111 CARPET BATHROOM 112 LVT TILE BEDROOM 113 CARPET 113B 114 3' - 4 1/2"1' - 7"2' - 0 1/2"12' - 5 1/2"6' - 2"12' - 5 1/2"1151164' - 6"4' - 6"4' - 6"4' - 6"1' - 2"5' - 0"5' - 0"1' - 2"2' - 0 1/2"1' - 7"3' - 4 1/2" 2 A1-3.0 102B 111B PROVIDE 2'-0" X 2'-6" CRAWL ACCESS PROVIDE 2'-0" X 2'-6" CRAWL ACCESS PROJECT SQUARE FOOTAGE SF SF SF SF SF GSF GSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TOTAL TOTAL ROOF TOP DECKS PATIOS (NOT INCLUDING WALKWAYS)GSF 992 0 19841984 992 0 0 0 0 0 UNIT A 992 0 0 0 0 0 UNIT B NA NA NA 992 0 0 0 0 0 0 0 0 MAIN LEVEL NA NA 0 0 0 0 1/4" = 1'-0"1 MAIN LEVEL PLAN Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A1-1.1 MAIN LEVEL PLAN 1611.00 ROOF MATERIALS LEGEND GAF TIMBERLINE ASPHALY SHINGLE OR EQ. EQUIVALENTS. COLOR: PRE-FINISHED SEAMLESS GUTTER, AND DOWNSPOUT NOTE: REFER TO PROJECT SPECIFICATIONS FOR FURTHER INFORMATION ON MATERIAL TYPES AND INSTALLATION REQUIREMENTS R1 ROOF PLAN GENERAL NOTES SHINGLE ROOFS:INSTALL SINGLE LAYER OF SLOPESHIELD OVER 'MIRADRI' ICE & WATER UNDERLAYMENT OR EQ. TO COVER ALL PWD SHEATHING WHERE SHINGLE ROOFS ARE LOCATED. LAP OVER HIPS, RIDGES, AND THROUGH VALLEYS, TYP. UNDERLAYMENT SHALL BE LAPPED 6" VERTICALLY (END OR SIDE LAP) AND 2" HORIZONTALLY (HEAD LAP). INSTALL SINGLE LAYER OF 15# MIN. FELT PAPER AT EVERY COARSE SHINGLE COARSE, TYP. ALL HIPS AND RIDGES TO RECEIVE 'PROTECTO WRAP' HIP AND RIDGE SEAL AS SPECIFIED, TYP. 1. ALL ROOFS TO ACHIEVE A CLASS 'A' FIRE RATING BY INSTALLING REQUIRED ROOFING UNDERLAYMENT AT ALL LOCATIONS WHERE PRIMARY ROOF MATERIAL DOES NOT ACHIEVE CLASS 'A' RATING GC TO VERIFY COMPLIANCE, TYP. 2. ALL RAKE AND EAVE DIMENSIONS TO BE HORIZONTAL DIMENSIONS, NOT ALONG THE PITCH. 3. COORDINATE LAYOUT OF ROOF FRAMING WITH EXPOSED RAFTERS WHERE APPLICABLE, SEE REFLECTED CEILING PLAN FOR LOCATIONS, (TYP.) 4. VERIFY ALL GUTTER & DOWNSPOUT LOCATIONS AND TYPES WITH ARCHITECT PRIOR TO INSTALLATION 5. LIGHTNING PROTECTION IS RECOMMENDED, REFER TO MANUFACTURER FOR LIGHTNING ROD AND GROUND ROD LOCATIONS AS IMPLEMENTED. 6. ALL ROOF PENETRATION LOCATIONS INCLUDING, BUT NOT LIMITED TO; FLUES, VENTILATION PIPES AND STACKS SHALL BE SUBMITTED TO ARCHITECT AND ROOFING MFR. FOR REVIEW. (NOTE: NOT ALL ROOF PENETRATIONS MAY BE SHOWN ON PLAN) 7. DIVERTER FLASHING SHALL BE INSTALLED WHERE A LOWER SLOPED ROOF TERMINATES AGAINST A VERTICAL WALL, CHIMNEY CHASE, OR FRAMED COLUMN. CRICKET DIMENSION TABLE ROOF SLOPE 12 : 12 8 : 12 6 : 12 4 : 12 3 : 12 H 1/2 OF W 1/3 OF W 1/4 OF W 1/6 OF W 1/8 OF W A2-0.1 3 3 A2-0.1 2 2 A2-0.1 1 1 A2-0.1 4 4 A A B B C C D D E E F F G G H H 11 22 33 44 66 1' - 4" - ---8:128:12 R1 R1 R1R18:128:12R14:12R1 R18:128:12R1 4:128:128:12R1 3' - 3"1' - 4" 1' - 4"15' - 1"1' - 4" 1' - 4"27' - 5"1' - 4"1' - 4"1' - 4"27' - 5"1' - 4" 1' - 4"15' - 1"1' - 4" 1' - 4"3' - 3"1' - 4"1' - 4"1' - 4"28' - 10"2' - 0"1' - 4"30' - 0"7 5/8"1' - 4"1' - 4"15' - 1"1' - 4" 1' - 4"27' - 5"1' - 4"1' - 4"27' - 5"1' - 4" 1' - 4"15' - 1"1' - 4" 2 A1-3.0 CONTINUOUS RIDGE VENT, TYP.CONTINUOUS RIDGE VENT, TYP. VENTED ROLLEX SOFFIT RE: EXT. ELEV. FOR SIDING MATERIAL PRE-FINISHED METAL GUTTER METAL DRIP EDGE ROOF SHEATHING RE: STR ROOF MATERIAL RE: ROOF PLAN 1X8 COMPOSITE FASCIA, PAINT INSULATION BAFFLE RE: ROOFPLAN Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A1-3.0 ROOF PLAN 1611.00 1/4" = 1'-0"1 A3-1.0 ROOF PLAN 3/4" = 1'-0"2 TYP. EAVE DETAIL T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" ABCDEFGH 12 8 12 8 12 8 12 8 12 8 12 8 T.O.W. 107' - 0" TYP. 12 4 12 4 113 112 111 110 109 105 104 103 102 101 S2 S1 S1 S2 S2 S2 S1 S1 S2 R1 1X10 MIRATEC SKIRT BOARD, PAINTED TYP.S2 1X12 MIRATEC SKIRT BOARD, PAINTED TYP. T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" 1346 T.O.W. 107' - 0" TYP. R1 S1 S2 S1 --- - 114 108A T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" A B C D E F G H T.O.W. 107' - 0" TYP.--- - S2 S1 S2 R1 R1 R1 S2 S2 S2 S1 S2S1 S2 S1 12 8 12 8 12 8 12 8 12 8 12 8 12 8 12 8 12 4 109A 115116 105A 107 106 T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" 1 2 3 4 6 T.O.W. 107' - 0" TYP. 101A 108 12 8 S2 S1S1 12 8 R1 NOTE: EXTERIOR MATERIALS LEGEND ASPHALT SHINGLE MFR: GAF -TIMBERLINE ULTRA HD COLOR: BARKWOOD REFER TO PROJECT SPECIFICATIONS FOR FURTHER INFORMATION ON MATERIAL TYPES AND INSTALLATION REQUIREMENTS. 5" REVEAL FIBER CEMENT LAP SIDING, METAL SIDING CORNERS, TYP. R1 S1 FIBER CEMENT BOARD & BATTEN SIDING, BATTENS @ 16" O.C. TYP.S2 1X8 PAINTED FASCIA **ALL SKIRT BOARD, AND DOOR AND WINDOW TRIM** TO BE MIRATEC OR EQL. RE: DOOR AND WINDOW SCHEDULE FOR TRIM DETAILS F1 Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A2-0.1 EXTERIOR ELEVATIONS 1611.00 1/4" = 1'-0"1 BUILDING ELEVATION 1/4" = 1'-0"2 BUILDING ELEVATION 1/4" = 1'-0"3 BUILDING ELEVATION 1/4" = 1'-0"4 BUILDING ELEVATION GENERAL NOTES: 1.RAFTERS AND FLOOR JOIST ARE A GRAPHIC REPRESENTATION ONLY AND MAY NOT CCURATELY REFLECT ACTUAL RAFTER OR JOIST. REFERENCE STRUCTURAL FRAMING PLANS FOR ALL RAFTER / JOIST SPECIFICATIONS. (TYP) 2.FOUNDATIONS, FOOTERS, AND STEM WALLS MAY NOT ACCURATELY REFLECT ACTUAL SIZE. REFERENCE STRUCTURAL FOUNDATION PLANS AND DETAILS FOR ALL FOUNDATION SPECIFICATIONS. (TYP) 3.FRAMING DETAILS INCLUDING BUT NOT LIMITED TO STRUCTURAL POSTS AND BEAMS, STRUCTURAL CONNECTION DETAILS, BLOCKING LOCATIONS , ETC. MAY DIFFER. REFERENCE STRUCTURAL FRAMING PLANS FOR ALL STRUCTURAL CONNECTIONS 4.PERIMETER DRAINAGE IS SHOWN AS A GRAPHIC REPRESENTATION AND MAY DIFFER SLIGHTLY FROM ACTUAL CONDITIONS AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER OF RECORD. IT SHALL BE THE G.C.'S RESPONSIBILITY TO REFERENCE THE GEOTECHNICAL REPORT FOR ANY AND ALL DETAILS PERTAINING TO SUBSURFACE AND SURFACE DRAINAGE. THE GEOTECHNICAL ENGINEER OF RECORD SHALL OBSERVE INSTALLATION. (TYP) 5.SUB-GRADE MATERIAL IS SHOWN AS A GRAPHIC REPRESENTATION ONLY AND IS NOT INDICATIVE OF ACTUAL FILL OR BEDROCK MATERIAL, RE: GEOTECHNICAL REPORT FOR SUB-GRADE EXISTING CONDITIONS AND RECOMMENDATIONS FOR DRAINAGE, FOUNDATION BEARING AND STRUCTURAL FILL REQUIREMENTS, (TYP) 6.PROVIDE RADON MITIGATION SYSTEM IN COMPLIANCE WITH 2012 IRC. SECTION 'AF'-RADON ZONE 1 T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" A B C D E F G H T.O. FOOTING 96' -4" A3-0.1 2 KITCHEN 105 LAMINATE BATH 103 LVT TILE BATHROOM 112 LVT TILE KITCHEN 109 LAMINATE 12 4 12 8 12 4 12 8 WALL ASSEMBLY • SIDING RE: ELEVATIONS • ENVIRO DRI VAPOR BARRIER • FRAMING/SHEATHING RE:STR • R-21 BATT INSULATION • 6 MIL VAPOR BARRIER • 1/2" GWB, PAINT FINISH CRAWL SPACE WALL ASSEMBLY • FLUID APPLIED DAMPROOFING • FOUNDATION RE: STR • POLY VAPOR BARRIER, CONTINUE UP WALL 12" AND FASTEN WITH WOOD CLEAT. • R-20 VINYL WRAPPED BLANKET INSULATION FASTENED TO FLOOR JOIST WITH WOOD CLEAT ROOF ASSEMBLY • ASPHALT SHINGLES • ICE AND WATER EXTENDING 24" MIN. BEYOND INTERIOR WALL LINE . • FRAMING/SHEATHING RE: STR • 12" (R-38) BLOWN IN LOOSE FILL INSULATION • VAPOR BARRIER • 5/8" GWB, PAINT FINISH FLOOR ASSEMBLY • FINISHED FLOORING • FRAMING/SHEATHING RE:STR • INSUALTION MIRROR LINE T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" T.O. FOOTING 96' -4" NOTE: THERE SHALL BE NO PENETRATIONS THROUGH THE 4'-0" ZONE OF EACH SIDE OF THE FIREWALLS. THIS SHALL INCLUDE BUT NOT BE LIMITED TO PLUMBING STACK, ATTIC VENTS, NOR EXHAUST FAN DUCTS, NOR RANGE HOODS, DRAFT STOPPING REQ'D EVERY 10'-0" HORIZONTALLY AND VERTICALLY. ALL ELECTRICAL DEVICES, CONDUITS AND CONDUCTORS IN THE 1 HR FIREWALLS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE FIRE RATING. PT SILL PLATE W/ SILL SEAL FOUNDATION RE:STR GLUE AND CAULK BASE PLATE 2HR WALL PER GA 3820 • (2) LAYER 5/8" TYPE X GWB -OFFSET SEAMS • 2X4 STUD WALL W/ INSULATION • 1" AIR SPACE • 2X4 STUD WALL W/ INSUALTION • (2) LAYERS TYPE X GWB -OFFSET SEAMS CEILING 5/8" TYPE X GWB • FIRE RATED ROOF SHEATHING 4'-0" EACH SIDE OF MIRROR LINE. • NO ROOF PENETRATIONS WITHIN 4'-0" OF MIRROR LINE. Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A3-0.1 BUILDING SECTION 1611.00 1/4" = 1'-0"1 BUILDING SECTION 1/2" = 1'-0"2 2HR FIRE RATED WALL A A A C B D A B C5 1/2"3/4"W 3/4" 3 1/2" EXTERIOR EXTERIOR 5 1/2"3/4"W 3/4" 3 1/2" 3/4"W 3/4"3 1/2"3 1/2"3 1/2"3 1/2" 3/4"W 3/4" **NOTE** • DOOR AND WINDOW DIMENSIONED TO UNIT SIZES, FRAME ROUGH OPENING TO WINDOW MRFG. SPECIFICATIONS • ALL GLAZING IN DOORS TO BE SAFTEY GLAZING Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A6-1.1 DOOR & WINDOW SCHEDULE 1611.00 WINDOW SCHEDULE WINDOW # Type Width Height Head Height Operation Comments 101 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 102 B 4' - 0" 4' - 0"7' - 0" FIXED 103 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 104 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 105 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 106 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 107 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 108 C 3' - 0" 2' - 0"7' - 0" AWNING 109 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 110 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 111 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 112 B 4' - 0" 4' - 0"7' - 0" FIXED 113 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 114 C 3' - 0" 2' - 0"7' - 0" AWNING 115 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 116 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG Grand total: 16 DOOR SCHEDULE Door # Type Mark Width Height Head Height Operation Comments 101A A 3' - 0" 7' - 0" 7' - 0"EXT. SWING RE: PLAN FOR SWING 101B B 2' - 6" 7' - 0" 7' - 0"INT. SWING 102A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 102B C 5' - 8" 7' - 0" 7' - 0"CLOSET 103A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 104A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 104B C 5' - 8" 7' - 0" 7' - 0"CLOSET 105A D 5' - 8" 7' - 0" 7' - 0"EXT. SLIDING 105B B 2' - 4" 7' - 0" 7' - 0"SWING 107A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 108A A 3' - 0" 7' - 0" 7' - 0"EXT. SWING 108B B 2' - 6" 7' - 0" 7' - 0"INT. SWING 108C B 2' - 6" 7' - 0" 7' - 0"INT. SWING 108D B 2' - 4" 7' - 0" 7' - 0"SWING 109A D 5' - 8" 7' - 0" 7' - 0"EXT. SLIDING 111A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 111B C 5' - 8" 7' - 0" 7' - 0"CLOSET 112A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 113A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 113B C 5' - 8" 7' - 0" 7' - 0"CLOSET SA Switch, Dimmer Switch, Motion Sensor Duplex Receptacle 15 AMP, 125V AC Switch, Water Proof Switch, Single Pole, 15 AMP, 120-277V AC Switch, Remote Control Floor Receptacle 15 AMP, 125V AC Breaker Panel Ceiling Fan Garage Door Opener Ceiling Exhust Fan Panasonic Whisper Ventilation Fan Carbon Monoxide Alarm, Hard Wired, Battery Back-Up T.V. / Data / Telephone 208 / 230V Receptacle (Verify Blade Configuration) Photo Sensor R Remote Switched Receptacle 15 AMP, 125V AC Supply Fan GFI Receptacle 15 AMP, 120V AC Switch, 3-Way, 15 AMP, 120-277V AC Switch, 4-way, 15 AMP, 120-277V AC 3 Direct Wire to Major Appliances P Gas Line Smoke Alarm, Hard Wired, Battery Back-Up Central Vacuumcv ELECTRICAL SYMBOL LEGEND 4 D WP MS RC CM/SD GDO 240V AC Receptacle (Verify Blade Configuration) Decorative Pendant Fixture (may be several types, coord. w/ owner) Recessed Downlight 6" Dia. Type Symbol Fixture #MRFG DescriptionLamp R TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD Low Voltage Recessed Lensed Downlight Water ProtectR2WP WM SM Interior Wall Sconce -Bathroom P1 TBD TBDCF Ceiling Fan NOTE: 1. LIGHTING TYPE DESIGNATIONS ARE GENERIC, ALL FIXTURE TYPES ARE TO BE CONFIRMED BY OWNER/CONTRACTOR. 2. NOT ALL FIXTURE TYPES MAY BE USED. LIGHT FIXTURE SCHEDULE TBD TBD TBD TBDEW Exterior Wall Mount Sconce Surface Mounted A2-0.1 3 3 A2-0.1 2 2 A2-0.1 1 1 A2-0.1 4 4 A A B B C C D D E E F F G G H H 1 1 22 33 44 66 - --- GAS & ELECTRIC SERVICEGAS & ELECTRIC SERVICE BREAKER PANELBREAKER PANEL 3333333 333333333CM/SD CM/SD CM/SD CM/SD CM/SD CM/SD CM/SD CM/SD STACKED W/DSTACKED W/D Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT E1-1.1 LIGHTING PLAN 1611.00 1/4" = 1'-0"1 MAIN LEVEL PLAN TOTAL FOOTPRINT:1984 GSF TOTAL LOT AREA:7493 SF TOTAL LOT COVERAGE:26% FLOOR AREA RATIO:TBD SITE DETAILS AREA ANALYSIS ZONING:R3 PARCEL # LOT 8 & 9 OF BLOCK 6 OCCUPANCY:R-3 CONSTRUCTION TYPE:TYPE V FIRE SUPPRESSION:NOT-REQUIRED IRRIGATION:REQUIRED ZONING DISTRICT: R-3 MINIMUM AREA MAXIMUM LOT COVERAGE MAXIMUM HEIGHT PROPERTY SETBACKS FRONT 15'-0" COMPLIED REAR SIDE COMPLIED COMPLIED 20 FEET 5 FEET38' -0 "ABV. EX. GRADE 0' -0 "ABV. EX. GRADE 50% FOR TOWNHOUSE NA 3,000 LIVABLE SF 6,742 LIVABLE SF REQUIRED ACTUAL SQUARE FOOT: As defined by ANSI Z765-2003: Livable floor area as measured from exterior dimensions including thickness of all walls, interior and exterior, excluding fireplace bump-outs, mechanical spaces, garage spaces, and unfinished basement and/or attic space. GROSS SQUARE FOOT: Total building area as measured from exterior dimensions including thickness of all walls, interior and exterior, mechanical spaces, garage spaces, and accessible un-fished space; does NOT include crawl spaces, patios and decks. GARAGE 20 FEET VICINITY MAP NOT TO SCALE N WINDWARD AVE. DAVIS LANE BREEZE LANE PROJECT LOCATION AB anchor bolt ABV above AAC autoclaved aerated concrete ADJ adjacent AFF above finished floor AGG aggregate ALUM aluminum ALT alternate ARCH architect (ural) ASPH asphalt A/C air conditioning AVG average BD board BLDG building BLK block BLKG blocking BO bottom of BOT bottom BR bedroom BRG bearing BSMT basement BUR built up roofing C channel CAB cabinet CB catch basin CG corner guard CTR center CI cast iron CJ control joint CLG ceiling CL closet CLR clear (ance) CMU concrete masonry unit CMA carbon monoxide alarm CO clean out COL column CONC concrete CONST construction CONT continuous or continue CORR corridor CPT carpet (ed) CSMT casement CT ceramic tile CY clothes dryer CW clothes washer DBL double DF drinking fountain DH double hung DIAG diagonal DIAM diameter DIM dimension (s) DISP dispenser DL dead load DN down DP drain disposal DR door DS downspout DTL detail DW dish washer DWG drawing DWR drawer E east EA each EHD electric hand dryer EJ expansion joint EL elevation ELEC electric (al) EPDM elastomeric membrane EQ equal EQPT equipment EWC electric water cooler EXIST existing EXH exhaust EXT exterior FC faucet FD floor drain FDTN foundation FE fire extinguisher FEC fire extinguisher cabinet FF factory finish FFE finished floor elevation FIN finish FLG flashing FLR floor (ing) FLUR fluorescent FND feminine napkin dispenser FNV feminine napkin vendor FOC face of concrete FOF face of finish FOM face of masonry FOS face of stud FRMG framing FT foot FTG footing FUT future GA gage, gauge GAL gallon GB grab bar GC general contract GDO garage door opener GI galvanized iron GL glass, glazing GWB gypsum wall board GV galvanized GYP gypsum HAS headed anchor stud HB hose bibb HBD hardboard HC hollow core HCP handicap (ped) HDR header HDW hardware HM hollow metal HOR horizontal HP horsepower HT height HTG heating HWD hardwood HVAC heat/ventilate/air condition ID inside diameter INCL include (d) (ing) INSUL insulate (d) (ion) INT interior IRC international residential code INV invert JST joist JT joint KIT kitchen KO knockout L length, angle LAB laboratory LAM laminate (d) LAV lavatory LB pound LBL label LF lineal feet LL live load LT light LWC lightweight concrete MAS masonry MATL material (s) MAX maximum MC medicine cabinet MECH mechanic (al) MTL metal MFR manufacture (r) MH manhole MIN minimum MISC miscellaneous ML microlam MLD molding, moulding MMB membrane MO masonry opening MOV movable MT mount (ed) (ing) MW microwave oven N north NAT natural NIC not in contract NOM nominal NTS not to scale OBS obscure OC on center (s) OD outside diameter OFD overflow drain OH overhead OPG opening OPH opposite hand OPP opposite PC pumice-crete PERF perforate PERIM perimeter PL plaster PLAM plastic laminate PLAS plastic PLF pounds per lineal feet PLT plate PNL panel PNT paint (ed) PR pair PSF pounds per square foot PSI pounds per square inch PTD paper towel dispenser PTN partition PVC polyvinyl chloride PVMT pavement PWD plywood QT quarry tile R riser, radius R/A return air RB rubber base RCP reflected ceiling plan RD roof drain RE reference RF refrigerator RG range REG register REINF reinforce (d) (ing) REQD required REV revision (s), revised RFG roofing RM room RO rough opening ROW right of way RS rough sawn RUB rubber RW refrigerator drawers S south SA smoke alarm S/A supply air SAG suspended acoustic grid SC solid core SCH schedule SD storm drain SECT section SHT sheet SHTG sheathing SIM similar SN sink SPD soap dispenser SPEC specification SPKR speaker SQ square SSK service sink SS sanitary sewer ST steel STD standard STN stone STIFF stiffener STO storage STR structural SUSP suspended SV stacked ovens T tread TB towel bar TC terra cotta TEL telephone THK thick (ness) TO top of TOC top of concrete TOS top of steel TOW top of wall TPD toilet paper dispenser TPH toilet paper holder TR trash compactor TS tube steel TV television TYP typical T&G tongue and groove UBC uniform building code UE underground electric UL underwriters laboratory UNO unless noted otherwise VCT vinyl composition tile VERT vertical VR vapor retarder W west, wide, width W/with WC watercloset WD wood WDW window WF wide flange WG wire glass WI wrought iron W/O without WP waterproof (ing) WR warming drawer WWF welded wire fabric ABBREVIATIONS NA OWNER/BUILDER OWNER: EASTON DEVELOPMENT 19 INTREPID DRIVE BOZEMAN, MT. 59718 406.587.0806 BUILDER: COMPANY ADDRESS BOZEMAN, MT. 59718 PHONE # WEST OAK STREE BAXTER LANE PROJECT SQUARE FOOTAGE SF SF SF SF SF GSF GSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TOTAL TOTAL ROOF TOP DECKS PATIOS (NOT INCLUDING WALKWAYS)GSF 992 0 19841984 992 0 0 0 0 0 UNIT A 992 0 0 0 0 0 UNIT B NA NA NA 992 0 0 0 0 0 0 0 0 MAIN LEVEL NA NA 0 0 0 0 Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A0.00 COVER SHEET 1611.00 SITE MANAGEMENT NOTES INSULATION SPECIFICATION GENERAL NOTES 1. EASTON DEVELOPMENT IS NOT RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES MADE TO THESE DRAWINGS. 2.ALL CONSTRUCTION INCLUDED UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE & LOCAL CODES, STANDARDS, REGULATIONS, ORDINANCES, SPECIFICATIONS AND ANY APPLICABLE DESIGN OR ARCHITECTURAL REVIEW COMMITTEES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS APPLICABLE TO THIS PROJECT. 3.GENERAL CONTRACTOR/CONSTRUCTION MANAGER AS WELL AS SUB-CONTRACTORS SHALL BE FAMILIAR WITH & COMPLY TO ALL PROCEDURES SET FORTH BY FEDERAL, STATE, AND LOCAL GOVERNING AGENCIES IN THE CONSTRUCTION OF THIS PROJECT. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FURNISH ALL AFFIDAVITS, CERTIFICATES, & REPORTS THAT MAY BE REQUIRED BY ANY & ALL AGENCIES INCLUDING ANY APPLICABLE DESIGN OR ARCHITECTURAL REVIEW COMMITTEES UPON REQUEST. 4. ALL FEES, TAXES, PERMITS, APPLICATIONS, CERTIFICATES OF INSPECTIONS, AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5.ANY AMBIGUITIES, DISCREPANCIES, OR CONFLICTS DISCOVERED THROUGHT THE USE OF THESE DRAWINGS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATLEY. FAILURE TO PROVIDE NOTICE TO THE ARCHITECT PRIOR TO ANY SUBSEQUENT CONSTRUCTION ACTIVITY SHALL RELIEVE THE ARCHITECT OF ALL LIABILITIES AND/OR ANY OTHER CONSEQUENCE. 6.CONTRACTORS SHALL COMPLY WITH ALL CONSTRUCTION DOCUMENTS, INCLUDING OUTLINE SPECIFICATIONS. DO NOT SCALE DRAWINGS! FOLLOW DIMENSIONS AS PER PLANS. NOTIFY ARCHITECT OF ANY CONFLICTS. 7.SPECIFICATIONS AND DRAWINGS INDICATE FINISHED STRUCTURE. BUILDER SHALL BE RESPONSIBLE FOR CONSTRUCTION METHODS, PROCEDURES, AND CONDITIONS (INCLUDING SAFETY), EXCEPT AS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS. 8.ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE, AND IN PROPER ALIGNMENT. 9.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS OF WORK, FOR WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS, AT NO EXPENSE TO THE ARCHITECT. 10.PRIOR TO MATERIAL FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR CONFORMANCE TO DESIGN. REFER TO NOTES BELOW ON "SHOP DRAWINGS" AS WELL AS STRUCTURAL ENGINEERS GENERAL NOTES FOR FURTHER INFORMATION.-THE CHECKING OF SHOP DRAWINGS BY THE ARCHITECT OR ENGINEER IN NO WAY RELIEVES THE CONTRACTOR OF FULL RESPONSIBILITY FOR ACCURATE COMPLETION OF THE WORK AS DRAWN AND SPECIFIED. 1.BUILDING FOOTPRINT SHALL BE LOCATED BY A CERTIFIED SURVEYOR & TO BE REVIEWED AND APPROVED BY OWNER/ARCHITECT BEFORE COMMENCING WORK. 2.CONTRACTOR SHALL REMOVE ALL VEGETATION, TREES, STUMPS, DEBRIS AND EXISTING STRUCTURES, INCLUDING PAVEMENT, SIDEWALK, BUILDING FOUNDATION, ABANDONED UTILITIES AND EXISTING TOPSOIL IN ALL AREAS OF DEVELOPMENT. 3.DO NOT DISTURB SITE BEYOND CONSTRUCTION LIMITS AS SET FORTH WITHIN THIS DRAWING SET. 4.ALL SURFACES DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED AND OR RE-LANDSCAPED AS SET FORTH IN THE LANDSCAPING PLAN OR TO MATCH EXISTING WHERE NOT NOTED, SUCH THAT THEY BECOME INDISTINGUISHABLE FROM ADJACENT UNDISTURBED NATURAL AREAS. 5.NOTICE TO ALL CONTRACTORS AND SUBCONTRACTORS: PROTECT NATURAL VEGETATION , TERRAIN, ROCKS, ETC. FROM STUCCO, PAINT, ROOFING FOAM, CONCRETE OR OTHER DAMAGE BY COVERING WITH PLASTIC OR AS REQUIRED. PROVIDE A 4'-0" HIGH BARRIER WITHIN BUILDING ENVELOPE (WHEN APPLICABLE). KEEP MATERIALS AND WORKMEN WITHIN THE FENCE TO PREVENT DAMAGE TO NATURAL TERRAIN AND VEGETATION. THE COST OF RECLAIMING OR REPAIRING ANY DAMAGE DUE TO NEGLIGENCE WILL BE AT THE CONTRACTOR'S / SUBCONTRACTOR'S EXPENSE. 6.ANY AREAS EXTENDING BEYOND THE IMMEDIATE BUILDING SITE THAT ARE DISTURBED DURING CONSTRUCTION INCLUDING BUT NOT LIMITED TO, DRAINAGE FACILITIES AND UTILITY (SEWER, WATER, ELECTRIC, ETC.) TRENCHES SHALL BE RESTORED TO THEIR NATURAL STATE. 7.ALL TRADES SHALL BE RESPONSIBLE TO COMPLETE SITE INVESTIGATION TO IDENTIFY SCOPE OF MATERIALS TO BE REMOVED AND NEW MATERIALS REQUIRED TO MATCH EXISTING CONSTRUCTION. 8.ALL PROPERTY AND BUILDING LINES AS WELL AS ALL SPOT ELEVATIONS SUCH AS TOP OF PWD IN RELATION TO EXISTING GRADE, SHALL BE FIELD VERIFIED AND APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION. 9.HOUSE ADDRESS MARKING: A HOUSE NUMBER SHALL BE DISPLAYED IN A PROMINENT MANNER, SO THAT IT IS REASONABLY VISIBLE TO ENABLE EMERGENCY VEHICLES TO LOCATE THE RESIDENCE. 10.ALL RETAINING WALLS TO HAVE DRAIN TILE SURROUNDED BY 3/4" CRUSHED GRAVEL WRAPPED IN GEOTEXTILE BEHIND WALL AND WEEPS @ 4'-0" OC. (TYP). REFER TO SOILS REPORT FOR FURTHER INFORMATION. UTILITIES 1.CONTRACTOR SHALL CONFIRM WITH EACH APPLICABLE AGENCY THAT ALL UTILITIES (SEWER, POWER, WATER, ETC.) ARE LOCATED AS SHOWN AND THAT SEWER TAP IS LOW ENOUGH TO SERVE ALL PLUMBING DRAINS. 2.CONTRACTORS SHALL NOTIFY UTILITY LOCATOR A MINIMUM OF (3) WORKING DAYS PRIOR TO COMMENCING WORK TO DETERMINE HOW RESPECTIVE UTILITIES WILL BE EFFECTED BY CONSTRUCTION. 3.ALL UTILITIES ARE TO BE BURIED, AND SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ORDINANCES. 4.UTILITY ROUTING AND CONDUIT TRENCH LOCATIONS SHALL CONFORM TO ALL APPLICABLE BUILDING CODES WITH REFERENCE TO HORIZONTAL AND VERTICAL SEPARATION. 5.ELECTRICAL METER SHALL HAVE THE ABILITY TO BE READ REMOTELY BY POWER COMPANY. 6.WATER SUPPLY LINE SHALL BE 11/2" OD POLYETHYLENE AND 8'-0" BELOW GRADE, UNLESS NOTED OTHERWISE. EXCAVATION 1.ANY EXCAVATION SHALL BE CONDUCTED IN ACCORDANCE WITH RECOMMENDATIONS SET FORTH IN GEOTECHNICAL REPORT. 2.FINISH GRADE SHALL BE A MINIMUM OF 8 INCHES BELOW WOOD FRAMING AT BUILDING EXTERIOR. 3.FINISH GRADE TO SLOPE AWAY FROM STRUCTURE FOR A MINIMUM DISTANCE OF 10'-0" AND AT A MINIMUM SLOPE OF 1:10 AND A MAXIMUM SLOPE OF 1:2 UNLESS NOTED OTHER WISE. -GEOTECHNICAL REPORT TO SUPERCEDE ANY FURTHER CONFLICTS. 4.THERE SHALL BE AN EVEN SLOPE BETWEEN NEW GRADES. UNLESS NOTED OTHERWISE , MEET EXISTING GRADES AT A MAXIMUM SLOPE OF 1'-0" VERTICAL TO 2'-0" HORIZONTAL AND A RECOMMENDED SLOPE OF 1'-0" VERTICAL TO 10'-0" HORIZONTAL. ALL FINISHED EARTH GRADES TO BE 1" BELOW ADJACENT WALKS AND DRIVES UNLESS OTHERWISE NOTED. DITCHES TO HAVE SMOOTH CONTOURS TO FACILITATE USE OF LAWN MOWERS WHERE APPLICABLE. 5.THE UNDER FLOOR GRADE SHALL BE CLEANED OF ALL VEGETATION AND ORGANIC MATERIAL. ALL WOOD FORMS USED FOR PLACING CONCRETE SHALL BE REMOVED, AND ALL CRAWL SPACES SHALL BE CLEANED OF ALL CONSTRUCTION DEBRIS BEFORE STRUCTURE IS OCCUPIED. FIRE SUPPRESSION 1.FIRE SUPPRESSION SYSTEM IS NOT REQUIRED, SPRINKLER SYSTEM DESIGN AND LAYOUT SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO COMMENCING INSTALLATION. 2.FIRE SUPPRESSION ENGINEER OF RECORD SHALL BE CONTACTED BY GENERAL CONTRACTOR TO PERFORM ON-SITE OBSERVATION VERIFYING THE INSTALLATION IS IN ACCORDANCE WITH PLANS PROVIDED EROSION AND SEDIMENT STOP CONTROL 1.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAINTAIN A COMPLIANT JOB SITE IN ACCORDANCE WITH THE COB STORM WATER DEPARTMENT, AND MDEQ. 2.GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A STABALIZED CONSTRUCTION ENTRACE TO THE SITE. 3.GENERAL CONTRACTOR SHALL INSTALL APPROPRIATE EROSION CONTROL BMP'S AS NEEDED BEFORE START OF CONSTRUCTION. 4.CONTRACTORS SHALL CONDUCT THEIR WORK IN SUCH A MANNER THAT ALL SOIL, FUELS, OILS, BITUMINOUS MATERIALS, CHEMICALS, SANITARY SEWAGE, AND OTHER HARMFUL MATERIALS ARE CONFINED WITHIN THE PROJECT LIMITS AND PREVENTED FROM ENTERING STORM SEWERS, WATER COURSES, RIVERS, LAKES OR RESERVOIRS. 5.THE CONTRACTOR SHALL PLACE A FILTER OR BARRIER COMPOSED OF STRAW, STONE, FILTER FABRIC ON DRAINAGE STRUCTURE GRATES OR OTHER APPROVED MATERIAL AROUND ALL DRAINAGE COURSES TO PREVENT SEDIMENTATION IN THESE AREAS. AFTER THE CONSTRUCTION OPERATIONS ARE COMPLETED, THE CONTRACTOR SHALL REMOVE THESE FILTERS AND CLEAN ALL THE SEDIMENT AND DEBRIS FROM THE CATCH BASINS OR OTHER DRAINAGE STRUCTURES. 6.SEE SITE DETAIL'S FOR RECOMMENDED SEDIMENT STOP INSTALLATION. GC TO COORDINATE WITH CIVIL ENGINEER OR COB FOR ANY FURTHER SWPPPS REQUIREMNTS AND BMP'S 7.INTRODUCED DRAINAGE FEATURES SHALL BE NATURAL APPEARING, DESIGNED TO EMULATE INDIGENOUS SWALES AND WASHES AND SHALL CONFORM TO ALL DRAINAGE EASEMENTS. 8.A "STORM WATER POLLUTION PROTECTION PLAN" (SWPPP) AND PERMIT IS REQUIRED FOR ANY PROJECT WHICH THE AREA OF DISTURBANCE IS GREATER THAN 1 ACRE. FURTHERMORE, THE GOVERNING DEVELOPMENT MAY REQUIRE A SWPPP REGARDLESS OF SIZE OF AREA OF DISTURBANCE. STAGING NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING FINAL APPROVAL FROM ANY APPLICABLE ARCHITECTURAL REVIEW COMMITTEE FOR ALL CONSTRUCTION STAGING IN THE FIELD PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL CLEARING AND EXCAVATION WITHIN EXISTING PROPERTY LINE BOUNDARIES AND GENERAL EASEMENTS. 3.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY REVISIONS OR ALTERATIONS TO THE CONSTRUCTION STAGING PLAN PRIOR TO CONSTRUCTION. 4.THE CONTRACTOR IS TO INSTALL STRAW BALES IN ADDITION TO SILT FENCE AT LOCATIONS OF POTENTIAL RUN- OFF INTO WETLAND AREAS AS INDICATED ON SITE PLAN. 5.ANY DAMAGE TO THE EXISTING ROADWAY, INCLUDING THE ASPHALT SURFACE, SHOULDER GRAVEL, ROADSIDE DITCH, EXISTING CULVERTS, AND EXISTING VEGETATION AND EROSION CONTROL MEASURES SHALL BE REPAIRED BY THE GENERAL CONTRACTOR TO THE SATISFACTION OF THE DEVELOPMENT. 6.GRAVEL CONSTRUCTION ENTRANCE IS TO BE CONSTRUCTED WITH A MIN. OF 2" OF 3/4"SCREENED ROCK TO COVER ALL DRIVEWAYS, PARKING, AND LAY DOWN AREAS TO BE PLACED AT START OF CONSTRUCTION, AND A RECOMMENDATION OF A MIN. OF (8)" MINUS 3" PITRUN OVER A GEOTECHNICAL SEPARATION FABRIC. 7.ANY USE OF ANY FIRE HYDRANT IS PROHIBITED FOR USE BY ANY OTHER THAN THE GOVERNING FIRE DEPARTMENT. 8.ALL WASTE SHALL BE CONTAINED ON SITE AND PROPERLY DISPOSED OF AT PROJECT COMPLETION. FURTHER, CONCRETE WASHOUT WITHIN THE ROADSIDE DITCHES IS STRICTLY PROHIBITED. 9.GENERAL CONTRACTOR IS TO PROVIDE ONE LOCATION FOR CONCRETE TRUCK WASHOUT. CONCRETE WASHOUT WITHIN THE ROADSIDE DITCHES IS STRICTLY PROHIBITED. 10.ALL MATERIALS AND EQUIPMENT STAGED ON OR OFF SITE SHALL BE PROTECTED FROM WEATHER DAMAGE. LANDSCAPE 1.LANDSCAPE CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT PRIOR TO INSTALLATION, COPIES OF REPORT AVAILABLE UPON REQUEST. RE: ARCHITECT/GENERAL CONTRACTOR/OWNER. 2.REFERENCE LANDSCAPE PLAN FOR ADDITIONAL LANDSCAPE NOTES. 3.ALL LANDSCAPEING IS TO BE INSTALLED PER COB, PLANTING STANDARDS. RADON SYSTEMS NOTE: RADON PLAN TO BE SUBMITTED, BY CONTRACTOR, TO ARCHITECT FOR REVIEW. RADON MEASURED IN PICO CURRIES PER LITER pCi/L -4 pCi/L = ACTION REQUIRED LEVEL -2 pCi/L = ACCEPTABLE LEVEL -2pCi/L > RADON LEVEL GOAL RADON MITIGATION -CRAWLSPACE PASSIVE SUB-MEMBRANE DEPRESSURIZATION SYSTEM FOUNDATION WALL -ALL CONTROL JOINTS, ISOLATION JOINTS & OTHER JOINTS SHOULD BE CALKED WITH AN ELECTROMETRIC SEALANT SUCH AS POLYURETHANE CAULK, DAMP PROOF FOUNDATION WALL AND SEAL ANY PENETRATIONS THROUGH THE WALL. CRAWLSPACE SHEETING TO BE HIGH-DENSITY CROSS-LAMINATED POLYETHYLENE. COLOR TO BE WHITE. OVERLAY W. EPDM RUBBERIZED ROOFING MEMBRANE AT HIGH TRAFFIC AREAS AND ALONG EXPECTED TRAFFIC ROUTES. OVERLAP SHEETS BY 12" AND SEAL SHEETING USING A 1/2" WIDE BEAD OF CAULK. WIRE BRUSH 12" ABOVE CRAWLSPACE FLOOR TO REMOVE ANY DIRT AND SECURE PLASTIC TO WALL @ 12" ABOVE CRAWLSPACE FLOOR WITH 1/2" WIDE BEAD OF CAULK. SEAL AROUND ALL VERTICAL PENETRATIONS. SEAL FLOOR-TO-WALL JOINTS, SEAL CONTROL JOINTS. AIR HANDLING SYSTEMS IN CRAWLSPACE TO MAINTAIN CONTINUOUS POSITIVE PRESSURE WITHIN THE DUCTWORK. THIS IS TO PREVENT RADON FROM BEING DRAWN INTO THE DUCTWORK AND THEN DISTRIBUTED THROUGHOUT THE HOUSE. RISER PIPE TO BE SCHEDULE 40 PVC OR ABS, CONNECT TO 3 OR 4 INCH DIAMETER CORRUGATED AND PERFORATED COLLECTION PIPE 5'+ OR A STRIP OF GEOTEXTILE DRAIN MATTING ON THE SOIL AT THE RISER LOCATION BENEATH THE PLASTIC SHEETING. ACCESS DOORS AND OTHER OPENINGS OR PENETRATIONS BETWEEN FLOORS AND ADJOINING CRAWLSPACES SHOULD BE CLOSED, GASKETED OR OTHERWISE SEALED TO PREVENT AIR LEAKAGE. LABEL RISER AT ALL VISIBLE LOCATIONS SO IT IS NOT CONFUSED WITH ANY OTHER PLUMBING. LABEL PLASTIC SHEETING TO STATE THAT THE PLASTIC SHOULD NOT BE REMOVED AND, IF CUT, IT SHOULD BE PATCHED OR REPLACED. AFTER CONSTRUCTION IS COMPLETED, INSPECT THE SHEETING FOR DAMAGE AND REPAIR AS NECESSARY. PROVIDE FOR FUTURE FAN IF NEEDED. FAN CANNOT BE INSIDE THE LIVING SPACE OR CRAWLSPACE. FANS ARE MOST OFTEN LOCATED IN ATTICS OR GARAGES (UNLESS THERE IS A LIVING SPACE ABOVE THE GARAGE.) FANS REQUIRE A 30-INCH VERTICAL RUN OF PIPE FOR INSTALLATION. FANS REQUIRE AN UNSWITCHED ELECTRICAL JUNCTION BOX. CAVITY INSULATION SCHEDULE R -VALUE MINIMUM R-49ROOFS OVER HEATED SPACES R-20EXTERIOR WALLS -INTERIOR WALLS R-30FLOORS OVER UNHEATED SPACES R-15/19BASEMENT WALL R-10/13UNDER CONC. SLAB R-20CRAWL SPACE R-15/19 LID WALL NOTES: 1.ARCHITECT'S RECOMMENDATION FOR ALL EXTERIOR EAVES AND RAKES TO RECEIVE MIN. OF 3" BLOWN IN POLYURETHANE INSULATION UNLESS NOTED OTHERWISE. 2.DEDUCT ALTERNATE AS APPROVED BY ARCHITECT TO REPLACE 4" SPRAY APPLIED POLYURETHANE INSULATION AT EXTERIOR WALLS WITH AN R-11 MINERAL FIBER BATT OVER TOP OF 2" SPRAY APPLIED POLYURETHANE INSULATION. 3.ARCHITECTS RECOMMENDATION FOR BASEMENT FURRING WALLS TO RECEIVE 3.5" BLOWN IN POLYURETHANE INSULATION IN PLACE OF R-19 BATT. 4.DEDUCT ALTERNATE AS APPROVED BY ARCHITECT TO REPLACE 2" NCFI SPRAY APPLIED POLYURETHANE INSULATION UNDER CONCRETE SLAB WITH 2" POLY-ISOCYANURATE RIGID FOAM INSULATION. 5.GENERAL CONTRACTOR TO PROVIDE COST COMPARISON FOR BLOWN-IN WET CELLULOSE PRODUCT TO REPLACE BATT INSULATION IN EXTERIOR WALLS AND FLOORS. 6.AT A MINIMUM, ALL INTERIOR WALLS SEPARATING BEDROOMS AND/OR BATHROOMS SHALL BE INSULATED AS SPECIFIED ABOVE. IT IS STRONGLY RECOMMENDED THAT ALL INTERIOR WALLS BE INSULATED. 8.FOAM INSULATING SEALANT AT ALL WINDOWS AND DOORS. BLOWN IN INSULATION FIBERGLASS BATT INSULATION W/ 6 MIL. VAPOR BARRIER RECOMMENDED 4" BLOWN IN CELLULOSE -DAMP SPRAYED OR EQUIVALENT MINERAL FIBER BATT SOUND INSULATION 6" MIN. OF SPRAY APPLIED POLYURETHANE INSULATION R-19 BATT INSULATION -WHERE STUD BAY EXISTS 3.5"-2" POLYURETHANE TAPER ELSEWHERE 2" OF 'NCFI' SPRAY APPLIED POLYURETHANE INSULATION WITH VAPOR BARRIER BELOW OR 2" RIGID INSULATION W/ TAPED SEAMS AND VAPOR BARRIER BELOW. 3 1/2" MINERAL FIBER BATT INSULATION IN FLOORS OVER HEATED SPACES FOR SOUND INSULATIONFLOORS OVER HEATED SPACES - 3.5" OF SPRAY APPLIED POLYURETHANE INSULATION OR R-20 VINYL WRAPPED BLANKET INSUATION FASTENED TO FLOOR JOIST 4" OF SPRAY APPLIED POLYURETHANE INSULATION OR R-20 VINYL WRAPPED BLANKET INSUATION FASTENED TO FLOOR JOIST GENERAL SITE NOTES GEOTECHNICAL REPORT NOTES NOTES REGARDING THE GEOTECHNICAL REPORT PROVIDED HERE ARE IN NO WAY INTENDED TO SERVE AS A SUPPLEMENT TO THE GEOTECHNICAL REPORT. IT IS REQUIRED THAT THE GENERAL CONTRACTOR AS WELL AS ANY APPLICABLE SUB CONTRACTORS RECEIVE AND REVIEW THE GEOTECHNICAL REPORT. A FULL GEOTECHNICAL ANALYSIS AND REPORT HAS BEEN PREPARED FOR THIS PROPERTY BY: ALLIED ENGINEERING SERVICES, DATED: JANUARY, 2014, PROJECT # 13-157 1.SURFACE & SUBSURFACE DRAINAGE SHALL CONFORM TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AS SET FORTH IN THE REFERENCED GEOTECHNICAL REPORT. 2.PROPER DRAINAGE SHOULD BE PROVIDED IN THE FINAL DESIGN AND DURING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY ISSUES OR CONFLICTS NOT ACCOUNTED FOR WITHIN THESE DRAWINGS OR THE REFERENCED GEOTECHNICAL REPORT. 3.SITE PREPARATION PROCEDURES AND FOUNDATION EXCAVATIONS TO BE OBSERVED BY THE GEOTECHNICAL ENGINEER TO ASSESS THAT THE ADEQUATE BEARING CONDITIONS EXIST AND THAT PLACEMENT OF ENGINEERED FILL HAS BEEN PERFORMED SATISFACTORILY. IF THE SOIL CONDITIONS ENCOUNTERED DIFFER SIGNIFICANTLY FROM THOSE PRESENTED IN THE GEOTECHNICAL REPORT, SUPPLEMENTAL RECOMMENDATIONS MAY BE REQUIRED. 4.POSITIVE DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION AND MAINTAINED THROUGHOUT THE LIFE OF THE PROPOSED DEVELOPMENT. INFILTRATION OF WATER INTO UTILITY OR FOUNDATION EXCAVATIONS MUST BE PREVENTED DURING CONSTRUCTION. 5.STRIP AND REMOVE ANY EXISTING VEGETATION, ORGANIC TOPSOILS, DEBRIS AND ANY OTHER DELETERIOUS MATERIALS FROM THE BUILDING AREAS. THE BUILDING AREAS ARE DEFINED AS THAT AREA WITHIN THE BUILDING FOOTPRINT PLUS 5 FEET BEYOND THE PERIMETER OF THE FOOTPRINT. ALL EXPOSED SURFACES SHOULD BE FREE OF MOUNDS AND DEPRESSIONS THAT COULD PREVENT UNIFORM COMPACTION. 6.FROZEN SOILS SHOULD NOT BE USED AS FILL OR BACKFILL. 7.EXISTING SOILS REMOVED AT BUILDING FOOTPRINT EXCAVATION MAY BE REUSED IN LANDSCAPE AREAS, AS LONG AS IN ACCORDANCE OF THE REFERENCED GEOTECHNICAL REPORT. 8.ALL IMPORT FILL AND ONSITE BACKFILL SHOULD BE APPROVED BY THE GEOTECHNICAL ENGINEER. WHERE FILL IS TO BE PLACED, LOOSE OR OTHERWISE UNSUITABLE MATERIAL SHOULD BE REMOVED PRIOR TO PLACEMENT OF NEW FILL. 9.GEOTECHNICAL ENGINEER OF RECORD SHALL BE CONTACTED BY THE GENERAL CONTRACTOR AT COMPLETION OF EXCAVATION AND PRIOR TO ANY FILL BEING PLACED TO PERFORM A REVIEW OF EXCAVATION AND SUBSURFACE SOIL CONDITIONS IN COMPARISON WITH THE FINDINGS IN THE GEOTECHNICAL REPORT.Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A0.01 GENERAL NOTES 1611.00 LOT 8 3,850 sq.ft. LOT 11 3,850 sq.ft. LOT 8 6,692 sq.ft. FND OPC (HKM) FND OPC (HKM) FND OPC (HKM) FND OPC (HKM) OPEN SPACE 5,187 sq.ft. LOT 6 4,983 sq.ft. LOT 7 4,995 sq.ft. LOT 2 4,936 sq.ft. LOT 3 4,948 sq.ft. LOT 4 4,960 sq.ft. LOT 5 4,971 sq.ft. LOT 17 5,407 sq.ft. LOT 16 5,407 sq.ft. LOT 15 5,407 sq.ft. LOT 14 5,407 sq.ft. LOT 13 5,407 sq.ft. LOT 12 5,407 sq.ft. LOT 2 5,407 sq.ft. LOT 3 5,407 sq.ft. LOT 4 5,407 sq.ft. LOT 5 5,407 sq.ft. LOT 6 5,407 sq.ft. LOT 7 5,407 sq.ft. LOT 14 5,408 sq.ft. LOT 15 5,425 sq.ft. LOT 16 5,443 sq.ft. LOT 17 5,460 sq.ft. LOT 12 5,373 sq.ft. LOT 13 5,391 sq.ft. LOT 1 6,674 sq.ft. LOT 1 6,985 sq.ft. LOT 11 3,867 sq.ft. LOT 7 5,373 sq.ft. LOT 6 5,391 sq.ft. LOT 5 5,408 sq.ft. LOT 4 5,425 sq.ft. LOT 3 5,443 sq.ft. LOT 2 5,460 sq.ft. LOT 3 3,143 sq.ft. LOT 11 3,255 sq.ft. LOT 4 3,791 sq.ft. LOT 12 3,925 sq.ft. LOT 5 3,809 sq.ft. LOT 6 3,186 sq.ft. LOT 14 3,228 sq.ft. LOT 7 3,199 sq.ft. LOT 8 3,858 sq.ft. LOT 16 3,582 sq.ft. LOT 1 3,742 sq.ft. LOT 9 3,876 sq.ft. LOT 2 3,130 sq.ft. LOT 10 3,242 sq.ft. LOT 2 3,465 sq.ft. LOT 1 4,356 sq.ft. LOT 5 3,465 sq.ft. LOT 4 3,465 sq.ft. LOT 3 3,465 sq.ft. LOT 2 5,247 sq.ft. LOT 6 6,785 sq.ft. LOT 1 6,764 sq.ft. LOT 5 5,247 sq.ft. LOT 4 5,247 sq.ft. LOT 18 6,985 sq.ft. LOT 6 4,293 sq.ft. LOT 1 7,080 sq.ft. LOT 18 7,080 sq.ft. LOT 13 3,889 sq.ft. LOT 15 3,161 sq.ft. LOT 9 3,719 sq.ft. LOT 10 3,719 sq.ft. LOT 3 5,247 sq.ft. LOT 10 3,626 sq.ft. LOT 84 126,712 sq.ft. LOT 85 2,133 sq.ft.WINDWARD AVENUEZEPHYR WAYNEW HOLLAND DRIVEBORA WAYMISTRAL WAY WEST OAK STREETDAVIS LANEBREEZE LANE MISTRAL WAY S S S S SS SSSS S SHYD HYDHYD HYDHYDHYD D S S SSSS S S SS S S S S S SWVWV WVWVWVWVHYD WVWVWVWV WV WV WV WV WV WV WV WV WV WVHYDHYDHYDHYDHYD 90 Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A0.02 OVERALL SITE 1611.00 1/32" = 1'-0"1 SITE PLAN WWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSWWWSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWUE UEUE UEUEUEUEUEUEUEUEGAS GASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS UEUEUEUEUEUEUEUEUEUE UEUE SSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWSS SS SS SS SSS SSSSSSSUEUEUEUEUEUEUEUEUEUEUE GASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGAS UEUEUEUEUEUEUEUEUEUEUEUEFRONT SETBACK15' - 0"53.81'53.00'70.01'53.49'53.81'70.00'51.81'55.00'70.00'55.49'51.81' LOT 8 BLOCK 6 3,727ft2 LOT 9 BLOCK 6 3,766ft2 LOT 10 BLOCK 6 3,626ft2 LOT 11 BLOCK 6 3,867ft2 BREEZE LANE BORA WAYSIDE SETBACK 15' - 0"REAR SETBACK 20' - 0"SIDE SETBACK 5' - 0" EASEMENT 10' - 0"EASEMENT10' - 0"CONCRETE SIDEWALK CONCRETE SIDEWALK2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MI N.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.LEGEND DRAINAGE LIMITS OF CONSTRUCTION EROSION CONTROL DRAINTILE NEW WATER LINE NEW SEWER LINE NEW ELECTRICAL LINE NEW PHONE LINE LIMITS OF EXCAVATION METAL PLANTING BORDER SNOW MELT LOCATIONS ASPHALT CONCRETE SNOW STORAGE NEW GRADE LINE PREVIOUS GRADE LINE FO FO FO UE UE UE EX SS EX SS WATR WATR Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A1-0.1 SITE PLAN 1611.00 1/8" = 1'-0"1 SITE PLAN TRUE NORTH UNIT A UNIT B GENERAL NOTES: KEY NOTES: 1 TBD 1. ALL DIMENSIONS ARE TO FRAMING UNLESS NOTED OTHERWISE. 2. CENTER ALL DOORS ABOUT WALL SPACE UNLESS INDICATED OTHERWISE 3. THE GENERAL CONTRACTOR AND/OR WINDOW SUPPLIER SHALL BE RESPONSIBLE FOR INSURING THAT SAFTEY GLASS IS PROVIDED WHERE APPLICABLE IN ACCORDANCE WITH 2012 IRC SECTION R308.4 4. RADON MITIGATION SYSTEMS SHALL BE INSTALLED UNDER ALL CONCRETE SLABS. (TYP) 5. ANY AND ALL POST AND BEAM SIZES SHALL BE CROSS CHECKED WITH STRUCTURAL DRAWINGS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. (TYP) 6. WATER SUPPLY (W.S.) TO BE LOCATED ON NON- VISIBLE SIDE OF TOILET (TYP) PROJECT SQUARE FOOTAGE SF SF SF SF SF GSF GSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TOTAL TOTAL ROOF TOP DECKS PATIOS (NOT INCLUDING WALKWAYS)GSF 992 0 19841984 992 0 0 0 0 0 UNIT A 992 0 0 0 0 0 UNIT B NA NA NA 992 0 0 0 0 0 0 0 0 MAIN LEVEL NA NA 0 0 0 0 WALL & COLUMN LEGEND CONVENTIONAL WOOD FRAMING -STANDARD THICKNESS 2x4 U.N.O. CONCRETE WALL -STANDARD THICKNESS 8" U.N.O. STONE MASONRY TYPE 'A' -STANDARD THICKNESS OF 6" U.N.O. INDICATES ARCHITECTURAL WOOD COLUMN (WOOD TYPE 'A' U.N.O.) INDICATES STRUCTURAL WOOD COLUMN, (WOOD TYPE 'A2' U.N.O.) VERIFY SIZE AND GRADE WITH STRUCTURAL DRAWINGS. (TYP) INDICATES STRUCTURAL COLUMN. VERIFY SIZE AND TYPE WITH STRUCTURAL DRAWINGS TYP. EXPOSED STAINED CONCRETE -VERIFY STAIN AND FINISH WITH ARCH. A A B B C C D D E E F F G G H H 11 22 33 44 66 - --- 3' - 3"15' - 1"12' - 4"5' - 0"12' - 4"15' - 1"3' - 3"5' - 6"24' - 6"2' - 0"32' - 0"66' - 4"1' - 2"4' - 9"4' - 0"20' - 1"2' - 0"32' - 0"3' - 3"15' - 1"12' - 4"5' - 0"12' - 4"15' - 1"3' - 3" 33' - 2"33' - 2" 66' - 4" 33' - 2"33' - 2" 1/4:12 1/4:12 1/4:121/4:12T.O.W. 100' - 0" T.O.F. 96' - 4" T.O.W. 100' - 0" T.O.F. 96' - 4" T.O.W. 100' - 0" T.O.F. 96' - 4" T.O.W. 100' - 0" T.O.F. 96' - 4" PROVIDE CRAWL SPACE ACCESS PROVIDE CRAWL SPACE ACCESS T.O.P. 99' - 6" T.O.F. 96' - 4" Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A1-1.0 FOUNDATION PLAN 1611.00 TRUE NORTH PLAN NORTH 1/4" = 1'-0"1 T.O. FOOTING A2-0.1 3 3 A2-0.1 2 2 A2-0.1 1 1 A2-0.1 4 4 STACKED W/D DW A A B B C C D D E E F F G G H H 1 1 22 33 44 66 STACKED W/D DW1' - 2"4' - 9"4' - 0"5' - 1 1/2"14' - 11 1/2"2' - 0"3' - 3"9' - 7"5' - 6"2' - 3"7' - 10"2' - 3"5' - 0"2' - 3"7' - 10"2' - 3"5' - 9"9' - 4"3' - 3" 3' - 3"15' - 1"2' - 0"7' - 9"2' - 7"5' - 0"2' - 7"7' - 9"2' - 0"15' - 1"3' - 3"2' - 0"1' - 2"33' - 2"33' - 2"2' - 0"9' - 4 1/2"5' - 10 1/2"4' - 9 1/2"4' - 5 1/2"2' - 9"2' - 9"1/4" / 12"3' - 3"15' - 1"12' - 4"2' - 6"2' - 6"12' - 4"15' - 1"3' - 3" 33' - 2"33' - 2"2' - 0"24' - 6"5' - 6"- --- UNIT A UNIT B 32' - 0"101B 101 102 103 104 105 108 105A 104A 103A 102A 101A 107A 109 110 111 113 108A 108B 108C 109A 111A 113A 108D 112A LIVING ROOM 101 LAMINATE BEDROOM 102 CARPET BATH 103 LVT TILE BEDROOM 104 CARPET KITCHEN 105 LAMINATE MECH 106 ? 106107 105B 104B12' - 5 1/2"3' - 1"3' - 1"12' - 5 1/2"112 LIVING ROOM 108 LAMINATE KITCHEN 109 LAMINATE MECH 110 LVT TILE BEDROOM 111 CARPET BATHROOM 112 LVT TILE BEDROOM 113 CARPET 113B 114 3' - 4 1/2"1' - 7"2' - 0 1/2"12' - 5 1/2"6' - 2"12' - 5 1/2"1151164' - 6"4' - 6"4' - 6"4' - 6"1' - 2"5' - 0"5' - 0"1' - 2"2' - 0 1/2"1' - 7"3' - 4 1/2" 2 A1-3.0 102B 111B PROVIDE 2'-0" X 2'-6" CRAWL ACCESS PROVIDE 2'-0" X 2'-6" CRAWL ACCESS PROJECT SQUARE FOOTAGE SF SF SF SF SF GSF GSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TOTAL TOTAL ROOF TOP DECKS PATIOS (NOT INCLUDING WALKWAYS)GSF 992 0 19841984 992 0 0 0 0 0 UNIT A 992 0 0 0 0 0 UNIT B NA NA NA 992 0 0 0 0 0 0 0 0 MAIN LEVEL NA NA 0 0 0 0 1/4" = 1'-0"1 MAIN LEVEL PLAN Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A1-1.1 MAIN LEVEL PLAN 1611.00 ROOF MATERIALS LEGEND GAF TIMBERLINE ASPHALY SHINGLE OR EQ. EQUIVALENTS. COLOR: PRE-FINISHED SEAMLESS GUTTER, AND DOWNSPOUT NOTE: REFER TO PROJECT SPECIFICATIONS FOR FURTHER INFORMATION ON MATERIAL TYPES AND INSTALLATION REQUIREMENTS R1 ROOF PLAN GENERAL NOTES SHINGLE ROOFS:INSTALL SINGLE LAYER OF SLOPESHIELD OVER 'MIRADRI' ICE & WATER UNDERLAYMENT OR EQ. TO COVER ALL PWD SHEATHING WHERE SHINGLE ROOFS ARE LOCATED. LAP OVER HIPS, RIDGES, AND THROUGH VALLEYS, TYP. UNDERLAYMENT SHALL BE LAPPED 6" VERTICALLY (END OR SIDE LAP) AND 2" HORIZONTALLY (HEAD LAP). INSTALL SINGLE LAYER OF 15# MIN. FELT PAPER AT EVERY COARSE SHINGLE COARSE, TYP. ALL HIPS AND RIDGES TO RECEIVE 'PROTECTO WRAP' HIP AND RIDGE SEAL AS SPECIFIED, TYP. 1. ALL ROOFS TO ACHIEVE A CLASS 'A' FIRE RATING BY INSTALLING REQUIRED ROOFING UNDERLAYMENT AT ALL LOCATIONS WHERE PRIMARY ROOF MATERIAL DOES NOT ACHIEVE CLASS 'A' RATING GC TO VERIFY COMPLIANCE, TYP. 2. ALL RAKE AND EAVE DIMENSIONS TO BE HORIZONTAL DIMENSIONS, NOT ALONG THE PITCH. 3. COORDINATE LAYOUT OF ROOF FRAMING WITH EXPOSED RAFTERS WHERE APPLICABLE, SEE REFLECTED CEILING PLAN FOR LOCATIONS, (TYP.) 4. VERIFY ALL GUTTER & DOWNSPOUT LOCATIONS AND TYPES WITH ARCHITECT PRIOR TO INSTALLATION 5. LIGHTNING PROTECTION IS RECOMMENDED, REFER TO MANUFACTURER FOR LIGHTNING ROD AND GROUND ROD LOCATIONS AS IMPLEMENTED. 6. ALL ROOF PENETRATION LOCATIONS INCLUDING, BUT NOT LIMITED TO; FLUES, VENTILATION PIPES AND STACKS SHALL BE SUBMITTED TO ARCHITECT AND ROOFING MFR. FOR REVIEW. (NOTE: NOT ALL ROOF PENETRATIONS MAY BE SHOWN ON PLAN) 7. DIVERTER FLASHING SHALL BE INSTALLED WHERE A LOWER SLOPED ROOF TERMINATES AGAINST A VERTICAL WALL, CHIMNEY CHASE, OR FRAMED COLUMN. CRICKET DIMENSION TABLE ROOF SLOPE 12 : 12 8 : 12 6 : 12 4 : 12 3 : 12 H 1/2 OF W 1/3 OF W 1/4 OF W 1/6 OF W 1/8 OF W A2-0.1 3 3 A2-0.1 2 2 A2-0.1 1 1 A2-0.1 4 4 A A B B C C D D E E F F G G H H 11 22 33 44 66 1' - 4" - ---8:128:12 R1 R1 R1R18:128:12R14:12R1 R18:128:12R1 4:128:128:12R1 3' - 3"1' - 4" 1' - 4"15' - 1"1' - 4" 1' - 4"27' - 5"1' - 4"1' - 4"1' - 4"27' - 5"1' - 4" 1' - 4"15' - 1"1' - 4" 1' - 4"3' - 3"1' - 4"1' - 4"1' - 4"28' - 10"2' - 0"1' - 4"30' - 0"7 5/8"1' - 4"1' - 4"15' - 1"1' - 4" 1' - 4"27' - 5"1' - 4"1' - 4"27' - 5"1' - 4" 1' - 4"15' - 1"1' - 4" 2 A1-3.0 CONTINUOUS RIDGE VENT, TYP.CONTINUOUS RIDGE VENT, TYP. VENTED ROLLEX SOFFIT RE: EXT. ELEV. FOR SIDING MATERIAL PRE-FINISHED METAL GUTTER METAL DRIP EDGE ROOF SHEATHING RE: STR ROOF MATERIAL RE: ROOF PLAN 1X8 COMPOSITE FASCIA, PAINT INSULATION BAFFLE RE: ROOFPLAN Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A1-3.0 ROOF PLAN 1611.00 1/4" = 1'-0"1 A3-1.0 ROOF PLAN 3/4" = 1'-0"2 TYP. EAVE DETAIL T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" ABCDEFGH 12 8 12 8 12 8 12 8 12 8 12 8 T.O.W. 107' - 0" TYP. 12 4 12 4 113 112 111 110 109 105 104 103 102 101 S2 S1 S1 S2 S2 S2 S1 S1 S2 R1 1X10 MIRATEC SKIRT BOARD, PAINTED TYP.S2 1X12 MIRATEC SKIRT BOARD, PAINTED TYP. T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" 1346 T.O.W. 107' - 0" TYP. R1 S1 S2 S1 --- - 114 108A T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" A B C D E F G H T.O.W. 107' - 0" TYP.--- - S2 S1 S2 R1 R1 R1 S2 S2 S2 S1 S2S1 S2 S1 12 8 12 8 12 8 12 8 12 8 12 8 12 8 12 8 12 4 109A 115116 105A 107 106 T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" 1 2 3 4 6 T.O.W. 107' - 0" TYP. 101A 108 12 8 S2 S1S1 12 8 R1 NOTE: EXTERIOR MATERIALS LEGEND ASPHALT SHINGLE MFR: GAF -TIMBERLINE ULTRA HD COLOR: BARKWOOD REFER TO PROJECT SPECIFICATIONS FOR FURTHER INFORMATION ON MATERIAL TYPES AND INSTALLATION REQUIREMENTS. 5" REVEAL FIBER CEMENT LAP SIDING, METAL SIDING CORNERS, TYP. R1 S1 FIBER CEMENT BOARD & BATTEN SIDING, BATTENS @ 16" O.C. TYP.S2 1X8 PAINTED FASCIA **ALL SKIRT BOARD, AND DOOR AND WINDOW TRIM** TO BE MIRATEC OR EQL. RE: DOOR AND WINDOW SCHEDULE FOR TRIM DETAILS F1 Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A2-0.1 EXTERIOR ELEVATIONS 1611.00 1/4" = 1'-0"1 BUILDING ELEVATION 1/4" = 1'-0"2 BUILDING ELEVATION 1/4" = 1'-0"3 BUILDING ELEVATION 1/4" = 1'-0"4 BUILDING ELEVATION GENERAL NOTES: 1.RAFTERS AND FLOOR JOIST ARE A GRAPHIC REPRESENTATION ONLY AND MAY NOT CCURATELY REFLECT ACTUAL RAFTER OR JOIST. REFERENCE STRUCTURAL FRAMING PLANS FOR ALL RAFTER / JOIST SPECIFICATIONS. (TYP) 2.FOUNDATIONS, FOOTERS, AND STEM WALLS MAY NOT ACCURATELY REFLECT ACTUAL SIZE. REFERENCE STRUCTURAL FOUNDATION PLANS AND DETAILS FOR ALL FOUNDATION SPECIFICATIONS. (TYP) 3.FRAMING DETAILS INCLUDING BUT NOT LIMITED TO STRUCTURAL POSTS AND BEAMS, STRUCTURAL CONNECTION DETAILS, BLOCKING LOCATIONS , ETC. MAY DIFFER. REFERENCE STRUCTURAL FRAMING PLANS FOR ALL STRUCTURAL CONNECTIONS 4.PERIMETER DRAINAGE IS SHOWN AS A GRAPHIC REPRESENTATION AND MAY DIFFER SLIGHTLY FROM ACTUAL CONDITIONS AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER OF RECORD. IT SHALL BE THE G.C.'S RESPONSIBILITY TO REFERENCE THE GEOTECHNICAL REPORT FOR ANY AND ALL DETAILS PERTAINING TO SUBSURFACE AND SURFACE DRAINAGE. THE GEOTECHNICAL ENGINEER OF RECORD SHALL OBSERVE INSTALLATION. (TYP) 5.SUB-GRADE MATERIAL IS SHOWN AS A GRAPHIC REPRESENTATION ONLY AND IS NOT INDICATIVE OF ACTUAL FILL OR BEDROCK MATERIAL, RE: GEOTECHNICAL REPORT FOR SUB-GRADE EXISTING CONDITIONS AND RECOMMENDATIONS FOR DRAINAGE, FOUNDATION BEARING AND STRUCTURAL FILL REQUIREMENTS, (TYP) 6.PROVIDE RADON MITIGATION SYSTEM IN COMPLIANCE WITH 2012 IRC. SECTION 'AF'-RADON ZONE 1 T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" A B C D E F G H T.O. FOOTING 96' -4" A3-0.1 2 KITCHEN 105 LAMINATE BATH 103 LVT TILE BATHROOM 112 LVT TILE KITCHEN 109 LAMINATE 12 4 12 8 12 4 12 8 WALL ASSEMBLY • SIDING RE: ELEVATIONS • ENVIRO DRI VAPOR BARRIER • FRAMING/SHEATHING RE:STR • R-21 BATT INSULATION • 6 MIL VAPOR BARRIER • 1/2" GWB, PAINT FINISH CRAWL SPACE WALL ASSEMBLY • FLUID APPLIED DAMPROOFING • FOUNDATION RE: STR • POLY VAPOR BARRIER, CONTINUE UP WALL 12" AND FASTEN WITH WOOD CLEAT. • R-20 VINYL WRAPPED BLANKET INSULATION FASTENED TO FLOOR JOIST WITH WOOD CLEAT ROOF ASSEMBLY • ASPHALT SHINGLES • ICE AND WATER EXTENDING 24" MIN. BEYOND INTERIOR WALL LINE . • FRAMING/SHEATHING RE: STR • 12" (R-38) BLOWN IN LOOSE FILL INSULATION • VAPOR BARRIER • 5/8" GWB, PAINT FINISH FLOOR ASSEMBLY • FINISHED FLOORING • FRAMING/SHEATHING RE:STR • INSUALTION MIRROR LINE T.O. MAIN LEVEL 100' -0" T.O. PLATE 109' -1 1/8" T.O. FOOTING 96' -4" NOTE: THERE SHALL BE NO PENETRATIONS THROUGH THE 4'-0" ZONE OF EACH SIDE OF THE FIREWALLS. THIS SHALL INCLUDE BUT NOT BE LIMITED TO PLUMBING STACK, ATTIC VENTS, NOR EXHAUST FAN DUCTS, NOR RANGE HOODS, DRAFT STOPPING REQ'D EVERY 10'-0" HORIZONTALLY AND VERTICALLY. ALL ELECTRICAL DEVICES, CONDUITS AND CONDUCTORS IN THE 1 HR FIREWALLS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE FIRE RATING. PT SILL PLATE W/ SILL SEAL FOUNDATION RE:STR GLUE AND CAULK BASE PLATE 2HR WALL PER GA 3820 • (2) LAYER 5/8" TYPE X GWB -OFFSET SEAMS • 2X4 STUD WALL W/ INSULATION • 1" AIR SPACE • 2X4 STUD WALL W/ INSUALTION • (2) LAYERS TYPE X GWB -OFFSET SEAMS CEILING 5/8" TYPE X GWB • FIRE RATED ROOF SHEATHING 4'-0" EACH SIDE OF MIRROR LINE. • NO ROOF PENETRATIONS WITHIN 4'-0" OF MIRROR LINE. Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A3-0.1 BUILDING SECTION 1611.00 1/4" = 1'-0"1 BUILDING SECTION 1/2" = 1'-0"2 2HR FIRE RATED WALL A A A C B D A B C5 1/2"3/4"W 3/4" 3 1/2" EXTERIOR EXTERIOR 5 1/2"3/4"W 3/4" 3 1/2" 3/4"W 3/4"3 1/2"3 1/2"3 1/2"3 1/2" 3/4"W 3/4" **NOTE** • DOOR AND WINDOW DIMENSIONED TO UNIT SIZES, FRAME ROUGH OPENING TO WINDOW MRFG. SPECIFICATIONS • ALL GLAZING IN DOORS TO BE SAFTEY GLAZING Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT A6-1.1 DOOR & WINDOW SCHEDULE 1611.00 WINDOW SCHEDULE WINDOW # Type Width Height Head Height Operation Comments 101 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 102 B 4' - 0" 4' - 0"7' - 0" FIXED 103 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 104 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 105 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 106 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 107 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 108 C 3' - 0" 2' - 0"7' - 0" AWNING 109 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 110 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 111 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 112 B 4' - 0" 4' - 0"7' - 0" FIXED 113 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 114 C 3' - 0" 2' - 0"7' - 0" AWNING 115 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG 116 A 2' - 6" 4' - 0"7' - 0" DOUBLE HUNG Grand total: 16 DOOR SCHEDULE Door # Type Mark Width Height Head Height Operation Comments 101A A 3' - 0" 7' - 0" 7' - 0"EXT. SWING RE: PLAN FOR SWING 101B B 2' - 6" 7' - 0" 7' - 0"INT. SWING 102A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 102B C 5' - 8" 7' - 0" 7' - 0"CLOSET 103A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 104A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 104B C 5' - 8" 7' - 0" 7' - 0"CLOSET 105A D 5' - 8" 7' - 0" 7' - 0"EXT. SLIDING 105B B 2' - 4" 7' - 0" 7' - 0"SWING 107A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 108A A 3' - 0" 7' - 0" 7' - 0"EXT. SWING 108B B 2' - 6" 7' - 0" 7' - 0"INT. SWING 108C B 2' - 6" 7' - 0" 7' - 0"INT. SWING 108D B 2' - 4" 7' - 0" 7' - 0"SWING 109A D 5' - 8" 7' - 0" 7' - 0"EXT. SLIDING 111A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 111B C 5' - 8" 7' - 0" 7' - 0"CLOSET 112A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 113A B 2' - 6" 7' - 0" 7' - 0"INT. SWING 113B C 5' - 8" 7' - 0" 7' - 0"CLOSET SA Switch, Dimmer Switch, Motion Sensor Duplex Receptacle 15 AMP, 125V AC Switch, Water Proof Switch, Single Pole, 15 AMP, 120-277V AC Switch, Remote Control Floor Receptacle 15 AMP, 125V AC Breaker Panel Ceiling Fan Garage Door Opener Ceiling Exhust Fan Panasonic Whisper Ventilation Fan Carbon Monoxide Alarm, Hard Wired, Battery Back-Up T.V. / Data / Telephone 208 / 230V Receptacle (Verify Blade Configuration) Photo Sensor R Remote Switched Receptacle 15 AMP, 125V AC Supply Fan GFI Receptacle 15 AMP, 120V AC Switch, 3-Way, 15 AMP, 120-277V AC Switch, 4-way, 15 AMP, 120-277V AC 3 Direct Wire to Major Appliances P Gas Line Smoke Alarm, Hard Wired, Battery Back-Up Central Vacuumcv ELECTRICAL SYMBOL LEGEND 4 D WP MS RC CM/SD GDO 240V AC Receptacle (Verify Blade Configuration) Decorative Pendant Fixture (may be several types, coord. w/ owner) Recessed Downlight 6" Dia. Type Symbol Fixture #MRFG DescriptionLamp R TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD Low Voltage Recessed Lensed Downlight Water ProtectR2WP WM SM Interior Wall Sconce -Bathroom P1 TBD TBDCF Ceiling Fan NOTE: 1. LIGHTING TYPE DESIGNATIONS ARE GENERIC, ALL FIXTURE TYPES ARE TO BE CONFIRMED BY OWNER/CONTRACTOR. 2. NOT ALL FIXTURE TYPES MAY BE USED. LIGHT FIXTURE SCHEDULE TBD TBD TBD TBDEW Exterior Wall Mount Sconce Surface Mounted A2-0.1 3 3 A2-0.1 2 2 A2-0.1 1 1 A2-0.1 4 4 A A B B C C D D E E F F G G H H 1 1 22 33 44 66 - --- GAS & ELECTRIC SERVICEGAS & ELECTRIC SERVICE BREAKER PANELBREAKER PANEL 3333333 333333333CM/SD CM/SD CM/SD CM/SD CM/SD CM/SD CM/SD CM/SD STACKED W/DSTACKED W/D Date: Sheet Project # AUGUST 1, 2018 BOZEMAN, MONTANA WEST WINDS AFH UNIT E1-1.1 LIGHTING PLAN 1611.00 1/4" = 1'-0"1 MAIN LEVEL PLAN LOT 8 3,850 sq.ft. LOT 11 3,850 sq.ft. LOT 8 6,692 sq.ft. R=14.0'OAK STREET 1/4 COR BETWEEN SEC 2 AND SEC 3 FND 1" IRON PIPE LOT 6 4,983 sq.ft. LOT 7 4,995 sq.ft. LOT 2 4,936 sq.ft. LOT 3 4,948 sq.ft. LOT 4 4,960 sq.ft. LOT 5 4,971 sq.ft. LOT 17 5,407 sq.ft. LOT 16 5,407 sq.ft. LOT 15 5,407 sq.ft. LOT 14 5,407 sq.ft. LOT 13 5,407 sq.ft. LOT 12 5,407 sq.ft. LOT 2 5,407 sq.ft. LOT 3 5,407 sq.ft. LOT 4 5,407 sq.ft. LOT 5 5,407 sq.ft. LOT 6 5,407 sq.ft. LOT 7 5,407 sq.ft. LOT 14 5,408 sq.ft. LOT 15 5,425 sq.ft. LOT 16 5,443 sq.ft. LOT 17 5,460 sq.ft. LOT 12 5,373 sq.ft. LOT 13 5,391 sq.ft. LOT 1 6,674 sq.ft. LOT 1 6,985 sq.ft. LOT 11 3,867 sq.ft. LOT 7 5,373 sq.ft. LOT 6 5,391 sq.ft. LOT 5 5,408 sq.ft. LOT 4 5,425 sq.ft. LOT 3 5,443 sq.ft. LOT 2 5,460 sq.ft. LOT 3 3,143 sq.ft. LOT 11 3,255 sq.ft. LOT 4 3,791 sq.ft. LOT 12 3,925 sq.ft. LOT 5 3,809 sq.ft. LOT 6 3,186 sq.ft. LOT 14 3,228 sq.ft. LOT 7 3,199 sq.ft. LOT 8 3,858 sq.ft. LOT 16 3,582 sq.ft. LOT 1 3,742 sq.ft. LOT 9 3,876 sq.ft. LOT 2 3,130 sq.ft. LOT 10 3,242 sq.ft. LOT 2 3,465 sq.ft. LOT 1 4,356 sq.ft. LOT 5 3,465 sq.ft. LOT 4 3,465 sq.ft. LOT 3 3,465 sq.ft. LOT 2 5,247 sq.ft. LOT 6 6,785 sq.ft. LOT 1 6,764 sq.ft. LOT 5 5,247 sq.ft. LOT 4 5,247 sq.ft. LOT 18 6,985 sq.ft. LOT 6 4,293 sq.ft. LOT 1 7,080 sq.ft. LOT 18 7,080 sq.ft. LOT 9 3,766 sq.ft. LOT 13 3,889 sq.ft. LOT 15 3,161 sq.ft. LOT 9 3,719 sq.ft. LOT 10 3,719 sq.ft. LOT 3 5,247 sq.ft. LOT 8 3,727 sq.ft. LOT 10 3,626 sq.ft. LOT 84 126,712 sq.ft.WINDWARD AVENUEZEPHYR WAYNEW HOLLAND DRIVEBORA WAYMISTRAL WAY WEST OAK STREETDAVIS LANEBREEZE LANE MISTRAL WAY S S S SSSS S SD SS SS SS S S S SWVWV WVWVWVWVWVWVWVWV WV WV WV WV WV WV WV WV WV WV 90 0 40 80 120 SCALE AFFORDABLE HOUSING LOT AFFORDABLE HOUSING LOT AFFORDABLE HOUSING LOT AFFORDABLE HOUSING LOT AFFORDABLE HOUSING LOT AFFORDABLE HOUSING LOT Date Sheet Project # 2018-09-18 BOZEMAN, MONTANA WEST WINDS SW A1-0.1 AFH SITE PLAN 1611.00 TRUE NORTH 1" = 40'-0"1 SITE PLAN