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HomeMy WebLinkAbout0091 DEACON COURT � 1 �e�c�,� fie-- ✓o �, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION_ Map _::5 0O Parcel.. d Application # e thff il 2 Health,Division Date Issued Conservation Division _W_ �� ;Application Fee { Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address9� Village Owner f:5;/0 Y aS• L�*f/ 4F Address Telephone Permit Request o�ic.O / ?,v/yam Square feet: 1 st floor: existing proposed o �r- nd floor: existing proposed yTc otal new Zoning District /f.-" Flood Plain C Groundwater Overlay f Project Valuation '���i ffp?:� Construction Type !�'� 4e- Lot Size Grandfathered: ❑Yes 040 If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ®'No On Old King's Highway: /Yes ❑ No Basement Type: [Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) � J.�s Number of Baths: Full: existing new Half: existing new Number of Bedrooms: _T existing -/Kew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: UK as ❑ Oil ❑ Electric ❑ Other Central Air: Gaels LJ No Fireplaces: Existing-A-New e:� Existing wood/coal stove: ❑Yes /No Detached garage: ❑ exis /, w size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size itl�,¢- _ ayJX a,P I Attached garage: ❑ /existing 2 new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use ✓��-s/© �r APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name RAz2z� z4AL !4e- Telephone Number Address License Cd ! 6,o262Home Improvement Contractor# 11377-� Worker's Compensation # �,� �� � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � aAll DATE SIGNATUR y 4 j� FOR OFFICIAL USE ONLY t APPLICATION_# �Y 3 EDATE ISSUED i E*- E 'r:5- L4MAP./PARCEL NO.:,- ADDRESS , VILLAGE OWNER �1 • DATE OF INSPECTION: + FOUNDATIONIIC-'. J . ,# ;A IJ /• FRAME ! lidNSULATION,.:. .E " ...:,; �' -'. FIREPLACE -' ELECTRICAL: ROUGH FINAL s= PLUMBING: ROUGH FINAL ,CAS: - ;� -ROUGHrQ FINAL ' 0iFINAL BU_ILDIN:GIiI , E W!i-j fff Via•-DATE,C.LOSED:OUT�:.:. j} ASSOCIATION PLAN NO. t.J c " ' o Town of Barnstable 0 Building Department - 200 Main Street RARNSTABLE, * Hyannis, MA 02601 9 MASS. $ (508 1639' ) 862-4038 �� ArFO MA'S A Certif i of Occupancy Application Number: 201100748 CO Number: 20110171 Parcel ID: 300033001 CO Issue Date: 11114/11 Location: 91 DEACON COURT Zoning Classification: RESIDENCE F-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: BARNSTABLE Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed tNE TOWN OF BARNSTABLE � Tp � Building Application Ref: 201100748 y * BARNSTABLE, * Issue Date: 03/18/11 Permit 9 MASS O339. AN� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20110473 Proposed Use: DEVELOPABLE LAND Expiration Date: 09/15/11 [Location 91 DEACON COURT Zoning District RF-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 300033001 Permit Fee$ 3,060.00 Contractor BAYSIDE BUILDING,INC Village BARNSTABLE App Fee$ 100.00 License Num 005645 Est Construction Cost$ 600,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A SINGLE FAMILY DWELLING WITH 4 BEDROOMS THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LAPINE,WENDY S BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address:, 93 DEACON CT INSPECTION HAS BEEN A E. 0 BARNSTABLE, MA 02630 Application Entered by: DB Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF;EITHER TEMPORARILY&K15TERMA NTLY. ENCROACHEMENTS ON PUBLIC.PROPERTY,NOT SPECIFICALLYTERMITTED'UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS"DEPTH AND LOCATION OF PUBLIC'SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC'WORKS ;. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE-THE:APPLICANT FROM THE,CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS '.':� MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. + 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. , PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). A �® BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ko a 7// 3 1 Heating Inspection Approvals Engineering Dept i0_ r P P Iz- Fire Dept 2 '.,,, p S Board of He 1 L-5 ► L'C� tJ�r. o►� I( -"? Cyr t A, �Y� r t �'it f.J- . :� N �r .� ��±± �/ ,� '� .:_ v_. (as �; � — , �, �; ,� r �. ,. �� Ott'iHE)may Town of Barnstable, r °# Regulatory Services rB MAC '$ Thomas F. Geller,Director Building]division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wvv w.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, ���7 �i(�� , as Owner of the subject property herebyauthorize -A-,-4 ,,z_yw_,d to act on my behalf, in all matters relative to,work authorized by this building permit application for: . (Address of Job) Ax Signature ofOwner/ Date Print Name I QTORMS:OWNERPERMISSION Duct Leakage Test Form Customer Information: Test Conditions: Name: Date: 1 t �f Address: j ° Time: City: r('n j? Indoor Temperature(F): State/Zip: E 6` Outdoor Temperature(F): Phone: Floor Area(fr): Email: System Airflow(cfin): Cooling Size(tons): _ Heating Size(btu): i�`�"�18� Building Address:(if different from above) Primary Location of Street: Supply Ductwork: /34iS-l�s /�' City/State: Primary Location of Return Ductwork: �S �z =rr Cocnments: le, ��� Q ` 4Al, i { 5�944&-n G�4-7 Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Flow Ring Fan Press Flow Duct Flow Rin; Fan Press Flow Press.(Pa Installed (Pa) cfm Press.(Pa) Installed (Pa) cfm) Fan Model/SN: Results: Outside Leakage(efin): Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as Total Leakage(cfm): a Floor Area: a .� Total Leakage as% System Airflow: Total Leakage as% Eric Whiteley Floor Area: � �,� W.VERNON eric@wvwhiteley.com ' q INC. +� 28 Village Landing P.O.Box 1266 PLUMBING•HEATING W.Chatham, MA 02669 AIR CONDITIONING SINCE 1952 T 508.945.1100 F 508.945.5549 www.wvwhiteley.com a Duct Leakage Test Form Customer information: Test Conditions: Name: 1 I Date: Ito b Address: I , Time: City: Indoor Temperature(F): State/Zip: Outdoor Temperature(F): Phone: Floor Area(fl?): 6o Email: System Airflow(cfm): Cooling Size(tons): Heating Size(btu): �X'C�Lt cr Building Address' (if different from above) Primary Location of Street: Supply Ductwork: i4fl'i C City/State: Primary Location of Return Ductwork: ];f~ Comments: n— . g r d' ,. �' Nay ,,` � I , r Total Leakage Test Depress Press Outside Leakaze Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Flow Ring Fan Press Flow Duct Floes'Ring Fan Press Flow press.(Pa) Installed (Pa) cfm Press. Pa Installed (Pa) cfm Fan Model/SN: Results: Outside Leakage(cfin): Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as% Total Leakage(cfin): Floor Area: , — Total Leakage as% System.Airflow: Total Leakage as% Eric Whiteley Floor Areas W.VERNON eric@wvwhiteley.com I d1X WNC. 28ViIlage Landing P.O.Box 1266 PLUMBING•HEATING W.Chatham,MA 02669 AIR CONDITIONING SINCE 1952 T 5o8.9as.t t 00 F 508.945.5549 www.wvwhiteley.com y JOB ' Q�55g TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY Gr T DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE 9 CALE ...... .... . . !. t .�µzE..$p .F F .o4.T ..tN. ... . 'h,..r F'R.S_ � rr...,�s. .�t` to _C.v�-t._tS . .mob Zc►Q_Ps• frw�3.. ..... Is ...... . I Ce .O _ .k ..+L 16 4�._... ... 7i G4-A Ps �� .... `Z. 3 .... r ..... ................... ` -. -1 [�.� ,d ._ ZAra �'c P S .....--tom.:.. . ... TA- ...2.. c..3"' _ .. _ .. cr> jos TAYLOR DESIGN ASSOC., INC. SHEET NO. Z OF P.O. 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Box 1313 Forestdale, MA 02644 CALCULATED BY DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE cl t A.COV.J C60 IVr ZbAg, X- '.,t SCALE ........... ............ .............. ............. ........................ ............ ........... ............. ............ ............. .......... ............ .............. .......................... ........... .............. ............ .. .... ........................ ........... .......... . . i............................................ ...........r ........ ............ .................. ............. ........... ... ........... . ................. ............. ...............fEcialt Ire r................. .......... .......... .......................... ....................... .......................... ............ .:�...... .......... .......... ....................... ----------- ............ ............... ........... ............. 69 ............ .......... ................................. .............. ............-.0........................................ .............:.;�............. 0 13 3j ........... .......... ........... ...........[Ar .................. ............. ............. .................................... ............. ..............-............- ............. 11 4. ............. .......... .............. ....................... 17. -1 X1............ .......... .......... ........... -4....... .......... ........... ............. 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Box 1313 Forestdale, MA 02644 CALCULATED BY c 5 DATE- Tel./Fax: (508) 790-4686 CHECKED BY DATE 5A Cd�V'j- J:S SCALE .......... . .. ..... .................. .................. .......... .......... ...........t5t i ....................... ............ ............. .............-- ............. ...........- ............ ............. .................. .................... .............................. ............. ............ .......................................... ............ ........... .......... ........... ........................... .......... .... ....................... ..... . . ....... ............. .............. . ............ ..................- ............................. . .... ........- ............. ................ ................ ............ -------- .......... ..........- ............ ........................ ....................... ........... ........... ....................... . ..... ............. ............ .......... .................... ........... ..... ---------- .......... ............ ............. ............. ........... ............. .......... ......... ......... ....................... .......................... ............ ............. ................-.............. ....................... .......... ------------- ------- ................... ............. ............ .......... ........... .............. ........... ............ .............................. ............................... ........... 4- ...................... .......... ..................... ............ ............M ............ ................... .............. .......... .............. ..................... ............. t44 ............. .................... .......... .. ....... ............. ......................... ......... ........... .............. ............ ................. ............ ............ ........... .. ....... ....................... . ......... + .............. ............. .......... 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SHEET NO, of 7 P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY C": � DATE Tel./Fax: (508) 79900-4686 r CHECKED BY DATE SCALE ........ .. ............ z .. .... . .. � _ _ t._d>. ' ta.. .. .. ................... ..... 3 Z -t_z' ` .. 4 .. lr... ? `� 5 ..........77OF 8,; .,�,c• c Z. �--v cam:.. ,..c_... . . .... ............. .. ............. ... .......... ;. ..... c '' c.9^ ZC (I 7.Gp (20= L. .... 1 �9c• 4-0 Ot- ...... � m . t cP ...... �r ... �i ... �. _ t Z'A 2,3 Vic. 7 t 4 a s , �I M JOB L A,P i IS2 C= PE!ra I r-5 6-75'e2 C5 TAYLOR DESIGN ASSOC., INC. SHEET NO. OF 7 P.O. Box 1313 1 Forestdale, MA 02644 CALCULATED BY C-r7 DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE Ck I 4COO..) (20 0-IfT J��t&Ml C-15 SCALE .......................... ............-............ .................. ......... ............... ....................................... ..... ..... .......... .......... 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Ir......... ............... at: 7; 6.. . ............. ................... .......... .............. ......... .... ............. ............. ................ .......... -------------- Ir .7 --p............ ...... ..... ............ ............. 41...... ----------------------- .................................... ............................ .................. .......... .......................... ............................ ....................... .......... .......... ...................................... . ........ ....................... ............. ........................................ ............. .................... ........... ................. ......................... ...................... ................... ............. JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Id.-DATE (- Forestdale, MA 02644 CALCULATED BY 1 Tel./Fax: (508) 790-4686 CHECKED BY DATE SCALE ...... ..... ..... .... ...... ..... .�,. . dam..._;.... ...... 10 . ..... a•-�i�.rs-C-��c 4m x .. :. ...... ..... ..... ...... ..... ....:.......... .... ...:.:.. P... ._...... - ec1 ; ............ ZA �. . .. .. 4.0 . . . . . . ............ . ........ . ....... .._:. 4s �? .. . a 5 .. ......... - 3 0o a . .. .............. .— L`m� Try?Gam' . #� r 4� ZZ..v .. . C . ... .. Ist,t.., . ....... . ._ C ............... _ _.... _...._ __... ...._ ..... __.. a . ....:.... . ....:.... ..... i f REScheck Software Version 4.4.1 Compliance Certificate Project Title: LAPINE RESIDENCE Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 16% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor` 91 DEACON COURT BAYSIDE BUILDING,INC. BARNSTABLE,MA Compliance: trade-off Compliance:3.1%Better Than Code Maximum UA:607 Your UA:588 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. -- It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor TOTAL CEILINGS:Flat Ceiling or Scissor Truss 3829 38.0 0.0 115 TOTAL WALLS:Wood Frame, 16"D.C. 3388 21.0 0.0 159 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 434 0.310 135 TOTAL SOLID DOORS:Solid 63 0.280 18 TOTAL GLASS:Glass 93 0.380 35 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3829 30.0 0.0 126 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: LAPINE RESIDENCE Report date: 02/14/11 Data filename:C:\Program Files\Check\REScheck\LAPINE.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS:Wood Frame, 16..o.c.,R-21.0 cavity insulation Comments: - Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes -- Frame Type Thermal Break? Yes No Comments: Doors: ❑ TOTAL SOLID DOORS:Solid,U-factor:0.280 Comments: ❑ TOTAL GLASS:Glass,U-factor:0.380 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)apost rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed: (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)Plumbing and wiring;Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. Project Title: LAPINE RESIDENCE Report date: 02/14/11 Data filename: C:\Program Files\Check\REScheck\LAPINE.rck Page 2 of 4 (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed insubstantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are. insulated to at least R-6. Duct Construction and.Testing: Lj Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: 0)Postconstruction leakage to outdoors test:Less than or equal to 306.3 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 459.5 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 229.7 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 153.2 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Project Title: LAPINE RESIDENCE Report date: 02/14/11 Data filename: C:\Program Files\Check\REScheck\LAPINE.rck Page 3 of 4 Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: FI Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: LAPINE RESIDENCE Report date: 02/14/11 Data filename: C:\Program Files\Check\REScheck\LAPINE.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.38 0.38 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: I Ii .. III REScheck Software Version 4.4.1 Noll' Compliance Certificate Project Title: LAPINE RESIDENCE S Energy Code: 2009 IECC Location: Barnstable, Massachusetts O Construction Type: Single Family Glazing Area Percentage: 16% Heating Degree Days: . 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 91 DEACON COURT BAYSIDE BUILDING,INC. BARNSTABLE,MA Compliance: trade-off Compliance:3.1%.Better Than Code Maximum UA:607 Your UA:588 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing LIA or or D•• Perimeter LI-Factor TOTAL CEILINGS:Flat Ceiling or Scissor Truss 3829 38.0 0.0 115 TOTAL WALLS:Wood Frame, 16"o.c. 3388 21.0 0.0 159 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 434 0.310 135 TOTAL SOLID DOORS:Solid 63 0.280 18 TOTAL GLASS:Glass 93 0.380 35 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3829 30.0 0.0 126 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: LAPINE RESIDENCE Report date: 02/14/11 Data filename: C:\Program Files\Check\REScheck\LAPINE.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS`.Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ TOTAL SOLID DOORS:Solid,U-factor:0.280 Comments: ❑ TOTAL GLASS:Glass,U-factor:0.380 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. Project Title: LAPINE RESIDENCE Report date: 02/14/11 Data filename:C:\Program Files\Check\REScheck\LAPINE.rck Page 2 of 4 (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 306.3 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 459.5 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 229.7 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 153.2 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Project Title: LAPINE RESIDENCE Report date: 02/14/11 Data filename: C:\Program Files\Check\REScheck\LAPINE.rck Page 3 of 4 r Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: LAPINE RESIDENCE Report date: 02/14/11 Data filename: C:\Program Files\Check\REScheck\LAPINE.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.38 0.38 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: UGPMIAUW eta 'am 16as 's UUSN Z&9 4WOl Oro.10 OP*Vjmo ow,aw ing joj u W,Paw UM4 MAS Pw um&a b 1 14 6 D*UvounUOMMU l OR 1&tv GMI q M Sqw am `Ra Jfi9d ; 8� OM 6 l�lincopug,uo pugPq wwtba 7 sal 11 �t @ mopwaWas on S6 , q+ s PzMP ,G APO Pu& � A 6 "c8 . • `� 4 .fie®�ffi ie 'd k202Z92809 �LJ�dkif "MdZBJtIC9 wa 29: x L i Tez-90-NOr JAN-05-2011 11 :53 AM WDMDW- JAPGMD 5083623037 P. 02 E, vjmcLrNr T, FmEy AND KAREN 9. FOL EY BL-RLI,� N, VERMONT, 05403. 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UPO j11yU r ¢INDINING F-------, NICHE -- 20 7/B'X20 7/8 t m IZ z OAK FLOOR I 9F-4'GEIR NG 21 I SHELVES pp J c - 5Q SCCilC 2� I U Q 1 } _ I OAK FLOOR I 20 FH COfiP cOA% AUN RY o m -k GIl TILE FL>qR 29 w 2B HOT J ca D I 3-2x10 HEADER L— --- —J JQ `. b Z L . slLcxK u x I v I R6 GAS !l v .. ..- HODINE a HAEER L F b TW2452 =TAGE - - - GLUE STONE'm CEILING W12x30 STEEL BEAM ABOVE 30 I/8"x 7/B'- LA r LALLY COVERED OFFICE j Z _____________ _ _. ® PORCH ® CARPET FLOOR .. ,.. TW24410 .. 5TE _ C V 30 1/W 60 7/B' - 215 "x25 7/8' - G GARAGE CONCRETE SLAB PITCH TOWARD DOORS it n - o m 1`T.4 r 6'x 9'OVERHEAD DOOR B'x W OVERHEAD DOOR - - - SHEET CONCRE E A 9'-D' 2-W W-10' 1, 4'-8' 8'-C II'-4 9'-9' 0'-b 6•o' FIRST FLOOR PLAN RAwN eY: 1034 J D.. .. SCALE: 1/4 �.1'-O" DATE: _ r � N .. W L 00 Lo Z mom W LL U + Wyy O� � BEDROOM #t3 � 4• .O 4-0'KNEE WALL CARPET - 5-5 Y Aw 251 BATH #3 O O 20 7/88'x20 7/8 TILE l 8'-0"HDR HGHT ® 24 - ® WALL CARPETS O e4 ATTIC STORAGE }" Z p OT IL p - �I J DN 9 � - SCONCE SCMCE I - DORMER DORMER - .. ., AN 21 - 24 7/8'x24 7/8° CL 8'4r' IV-i' I .v-lw 11-f I � .. Q � O � (4)AW 21 UN BEDROO u4 a (B AN 21 24 71Wt24 7/8' w 3 24 7/6°e24 7/8° CARPET r Bt9 f� I SECOND FLOOR : PLAN . SCALE: 1/4" = p_D:, p . r-a r-a s'-v 11'-0• s'o SHEET JpB; 1034 DRAWN BY: KW DATE: 1/18/11. N 0 Lo d 11f _ l W to ---- - - ------- I r- ~- �j- ------ = F------ ---- - } - _`- - ------- --- -- 1 Lal OD 2i l ; i7 o r _ b A W Lo - I I �." I e.l P � iv s - J •I �°• I i_��-m _u®`� ____Fc®%% I., n _ W a . I I I O I•°i r HEPOCKE7 S..ns'-- ET I F.`9. irk BH PKT I I Y. ` l a" — -- --_DROP WALL — ----- ry _— ----- u BM PKT L — ---- J S (2)9 1/2'LVL .A+'! L-- —ZD-- i ,,`` mm . I i � --- ------ GIRDER ------- --- ----.-- — -------------- : O -, — I w 2x6 STUD WALL ABOVE v CONCRETE WALL I O aa B"x 7'-9"CCNCRETE WALLS ib"%ID°CONTINUOUS FOOTI I I I6"x10'CONTINUOUS FOOTING I Q FA 1. • o a" o i °z o w `• x `9 D " d D v o_ O 2 gill I BULKHEAD • - ! tr d r d _ f $ F 14 0, LIGHT 4• U v N N UI DROP WAL ` /y� I T __ 3 1/2'LALLY COLUMNS - Gi vT0 STAB /" OD ^ " - 36"x36'x12°CON-'.PA05 TYP..__ ^ m Yl I I6'_yl. 1N-�• IT-d '. 21'-d' '. 16'_Iy I. ,�,-Ip• LQ .. .. - I r-G' e'-o• e'-O' /P//J f�//J /�//J /�/JJ e'-0• T-II• T-11• 4 W •; n PKT %/ _ _ Y V14 O_ /�yW_� I y I - - GIRDER— — ld i I d O � . L--- F_tC+ I/2°LALLY COLUMNS W V I/2"LALLY COLUMNS I M — I ?6'X36"ul2'CLNC.PADS TYP. z O a 30"u30'x12'CONC.PADS T PTV 2947 m .0-0.I _ �9 I 29 3/4°x47 3/4" - •- I 2x6 STUD BEARING WALL FULL BASEMENT � n ® " � - I 3 j P.T. SHOE PLATE VAPOR BARRIER N c d m 0 I l a o 0 CONCRETE SLAB N - 4DROP WALL! I F .p n ar w I o n -o - tt'-6• e'-O• e'-a' a-d a-0• TO 36' p� 0 -a' -_- (2)9 I/2"LVL _ -- -- — GIRDER _ —BEAM.POCKET I--_--- pST - In ~I _�' F 04 CANTILEVER -j 2'OFF SET I L—� - L I 12"OFF SET y c x 7 I II Y.r- - - �'' I CONCRETE WALLS N I ' DROP WALL NOTE: I 16'xl0'CONTINUOUS FOOTING UNDER SLAB 5/8, ANCI.TOR BOLTS I AT DOOR II EMBEDDED T I I SPACED 32" O.C. 12" FROM CORNERS 17 I I r------------------------1 - n �t LLI WASHERS 3"x3"xl/4' I Et F %"I'I",10" T-9 CONCRETE WALLS9CONCRETE WAILS I CONTINUOUS FOOTING 16°x10°CONTINUOUS FOOTING - INE OF BLUESTONE PORCH I I a I I I L y I I I T__ ____ ______ _ ___ __ ___ e I - GARAGE ` _ I 4'CONCRETE SLAB I 1 PITCH TOWARD DOORS I. I I• I Z IY I I I Z � _ DROP WALL DROP WALL 6'_6" 23'-6• 16'-0• .:`� - Z ` I AU DERT OOORCL LAB AT EDR SLAB Q O VAN -- --------- ----------- -- I 6 FOUNDATION PLAN 24'-O• SCALE: 1/4" 1'-0" SWEET JOB: 1034 DRAWN BY: KW - DATE: I/18/I I m O ' Q • RIDGE VENT .. .. .. O 2X12 RIDGE BOARD 1. .. .. .. ASPHALT SHINGLES B.F.G.IN 12 - B G - /s d DORMER r 5/"COX SHEATHIN oq6 12 O FL 4 �� _-12 2z8 a @ 16"O.0 /6 IICC O. ... ` 1OD 12 O 6EDRO0M #3 ATTIC `so\ (3)zxm'a O [(� �} ... -•! apC ... :. LIGHT.STORAGE . .jr_ - i0 - .1r•-0.- - 20G/SO FT LIVE LOAD 1` O .. .. -. ' c 4'�• -. - - MAINTAIN AIR SPACE IxBs B 16.O.C. I.B.@ 16 0. 12 BEYOND 8'e 44 � i.( IxBs B 16"O.C' IX85®16,10 - DORMER W . _ .. .. R3B F.G.INSUL @ f6°OC _ -. 'I6 O.C.. GGE 2xI0s B I6°O.0 - 2XIO's 1 I6"O.C. Slj'IPSQV H3 CONT.VENTING DRIP E _ U I%8 FASCIA. - .:. ... .. S11'IPSON 43 R38 F.G. INSUL 2XI0's @ 160.._, 2XI0s @ 16'O.C. AN4 SECOND MEMBERL M.GUTTERS /DN.O 16 O.C. - 3)9 1/2'LVL's - O WIN26 STEEL ALUM.GVTTERS/DN.SPOUTS GREAT ROOM FOYER .. BEAM FLUSH ULDINGS }. KITCHEN RU TO LAUNDRY THRU:TO ❑❑ ❑❑ O BREAKFAST S REAT R - 2,6 EXT.STUDS @ I6 O.C. Q - BEDROOM/ .:.. . - q EYOND .6 R21 F.G.INSUL, - OFFICE �o�� .. - 1/2'PLYWOOD SHEATHING Ln BEYOND TTYVEK WRAP FINISH FLOOR CEDAR CLAPBOARDS IN FRONT FINISH FLOOR �� 0�3/4"PLY BUBFLOOR W C SHINGLES SIDES 6 REAR - - L 6' PLY SUBS R - A � � - - - 6' FIBERGLASS INSUL. �6°-FIBERGLASS I SUL. �.,I /y�� . .. 2XI0'a @ 16'O.C. - -.2XIO's @ 16"O.C... UW1S1f:GU2S. -!, W. P.T.2X6 SILL+SILL SEAL - .�, BRICK LfiY O- ,_ (2)9.1/2'LVL,—) I ANCHOR AT 32'O.C.MAX' (2)9 I/2°LVL - . I GIRDER TYP. 3 /2"STEEL COLUMNS €.', - I GIRDER TYP. 3 1/2"LALLY COLUMNS += _ —__—_1 - - ASEMEN 1 - 6°x T_'i"CONCRETE WALL I - - .,�.._ - - - DAMP PROOF BELOW GRADE - - ——— — - c w _ .4 BASEMENT M w y W i*, I21-4- 14'-4' 12'-T 8'-9' ,`' T-0' I W 3 1/2°CONC.SLAB - - 3 1/2"CONC.SLAB i - - -O - 5 1 VAPOR BARRIER VAPOR BARRIER M M A SECTION I B SECTION 5CALE: 1/4" I'-O°. _ I ... _ S2. SCALE: 1/4" _ 1'-0" -•. 2x12 RIDGE ' - - (2)16 LVL. .. 12 D(/ 8l' ...UNDER RIDGE .. R3B-F.G INSUL. \ O,C .:. . N8 FASCIA 4 RAKE W/_� 3 1/2".CROWN MOULD NG a 9i1 .:. 12 \ - - Op 3$ BEDROOI I #4 �10 z �o m 9 E< ('♦ rGb 2x10's,. 16"O,L. .. :. .R30 F. INSUL... ZO. - W12x30 STEEL.BEAM ENCASED - .. - (2)9 1/4'LVL. - TYPE X GYP BD (2)9 I/4'LVLs }- - UNDER DORMER WALL .. _ UNDER DORMER Iti LL - .5/8" FI E.RATED W V GYP.BOARD - - - - BETWEE GARAGE . .. AND LIVING SPACE S .: .. _ _ .. GARAGE Q O PITCH TFIRST Fuxllt�y 4°.CONC1 SLABul ):. ... ... �COMPAGT FILL - - - I rl C t - - - I ' 44 ea SHEET . c ��CTI®N 3 2 - - - 52 SCALE: I/4' = _p" '•Y`` \ zyM�'( 4mL. ;. 1034JOB z r DRAWN BY: KW s DATE: 1/18/11 ' _ a, C In N ` �•r O . W � GIRDER TYP. jk 2x10 �.. ... ' DER TYP. - . - DOVBLE RIM JOIST P.T.2xBe P 16°O.C.METAL CONNECTORS EACH END LEDGER FASTENED "- - . EACH JOIST BAY _ O . (2)9 1/2`LVL 1 (2)9 1/2'LVL W/(2)LECGERLOK - - - .. GIRDER GIRDER J 3 W BLOCKING w c 2xlds MID-SPAN O W w N IU /w/� i�� W . _ (2)9 I/2°LVl m (2)9'I/2°LVL -z EU GIRDER GIRDER M w m a K BLOCKING MID-SPAN - N (2)9 I/7.LVL r GIRDER 3 CANTILEVER j- - N O m w --------------------------------------------- 1 1 Z - ca LU w z � z L FIRST FLOOR FRAMING PLAN 4 w SCALE: 1/4° = P-0° 6 SHEET 33 JOB: 1034 DRAWN BY: KW DATE: 1/18/11 V N , M t0 Il�.r N 11...1 O IC? _ d � 8'-4 1/2" TOP PLATE 11 9'-4" TOP PLATE OD - a O (L w >) 2 6 CEILING JOISTS 2r6 CEILING JOISTS P W O.L. '�.I NOTE: .. - Z w JOISTS TO THE RIGHT OF DASHED - - IQ - v LINE SIT ON 9'-4" TOP PLATE W 8-4 1/2" TOP PLATEF—NTOz26 STEEL 15 LU III�I'I 9'-4" TOP:PLATE O s I cr Nr _ fj Q 2zto's i r x M IL 2z10's CEILING JOISTS 2x8s CEILING JOISTS - ~ Q i SEE SECTION - w PO P II W w A- BEAR NG W LL ram, ,p T RI G II BEARING WALL /' Z it m I 4 O BEARING WAL L M W (L 2x 10's I I i I BEARING WALL - I .. BEARING WALL - V-4 1/2" TOP PLAT - Q . 2x0 CEWNG JOISr9 LU . 9-4 TOP PLATE a Ib^o.o.. JOISTS TO THE RIGHT OF DASHED Q LINE.SIT ON q'-4" TOP PLATE - - - - - LW W12x3C STEEL BEAM_ LaLLr V Z iZ - 9'-4" TOP PLATE 10 O V� i S V 3 F J E � z _ 8 Q O o Q Q a O w 0 _ LU SECOND FLOOR FRAMING PLAN Q (3) 2x10 HDR SCALE: 1/4"-= 1'-0. 24-G- .. SHEET JOB: 1034 a DRAWN BY: KW a- DATE: 1/18/11 _ V m N O L aLO Lo J I;' } OD O - AwMEMO W L YS f II °BUILT OV R° VALLEYS - - �- I I - Q 9- OD O j - Lo 2)13/4 X 4'L L IDG W 4x BAYS FROM GABLE AIN FIRST TNO JOIST LL RAFTER X (2)13/4"X II 1/4'LVL P T N W X�2y SIMPS x H2.5 �. C�) - FRAFTERE/R TOP PLATE � 'O+ JUNOTIONB TYP. � ^�^I 2 � (L x - 10' m Q ?, x 2 2x 2 2x1as s a — POST ON .. 1 - °BUILT OVER' - __ -- -- -- -- I — VALLEYS. _ ppI� - lop Q10 L1 )2 12 - J {3)2x10's .j t_vD toF7 `qI. m Q hh 1 nn,, Lu (3)9 1/2'LVL'9 - - _ hD Lv Q � FRAME FRAME°A' 4,ALL RIDGES TO BE 2x12 D �� n� o Z"A' - - UNLESS NOTED O *RAFTERS 2x10 @ 1611O.C. - UNLESS NOTED Q 4 p 11- I - - - 12 12 Q (2)13/4°X 9 I/4'LVL HDR - N� �� 10� �10 Y 4 (2)IG'LVL RIDGE 2 12 ROOF FRAMING PLAN ap Qlo SHEET ROOF PLAN' SCALE: 1/4° SCALE: I/B° = I''p" � JOB; 103q FRAME "All - DRAWN BY: KW .. SCALE: 114' = 1'-0" DATE: 1(IS%11 N d lt? „EXTEND HDR TO CORNE.- � Ox6 DEL TOP PLATE FULL HGT.STUDS - JACK STUD _ .. O NAIL TOP PLATE ■® "Bi TO BTM OF HDR APPLY SIMPSON MSTAIB-CONNECTOR - - - W/2 ROWS OF 16d NAILS ON THE IN51DE FACE OF HEADER nl' ®3'O.C. TO EACH'.JACK STUDSTRUCTU . .NAILED Bd 4COMMON ®L PANEL-— HEADER CONTINUOUS HEADER .. .. ~ `J CID u ■3'O RAFTER®.C..EDGE.AND FIELD ■ ■ - - CORNER TO CORNER 16 O.C. ' - ■ OVER MULTIPLE OPENINGS, .. .. DOOR TRIMMER STUDS - - - .. H2.5®EA. RAFTER - - z 2-5/6°ANCHOR BOLTS ii TOP PLATE - w/3"x3'PLATE WASHERS EACH NARROWWALL SECTION - : RAFTER TO PLATE CONNECTION Q N n p7m OD ft NARROW WALL BRACING AT GARAGE DOORrn I SCALE-N.T.S. .. .. ° /y�� i*, DOJBLE ROW - - W W STAGGER NALIN 7 INTO BOTH PLATES LI - - 2x6 DEL TOP PLATE O ■ 4 n ■■ ■ VERTICAL 0 i ME ' - STRUCTURAL PANEL ■ NAILED Bd COMMON - 0 3°O.C.EDGE ■ ! ■ ■■ AND IV IN FIELD 6eIR WE ■ Q JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING ■ ■■ n - VERTICAL ■■ COMMON NAILS BOX NAILS DOUBLE ROW - 5TRUCTURAL PANELS ■■ STAGGER NAIUN BREAK ON SECOND FLOOR .. INTO BOTH PLATES RIM JOIST ' LLI ROOF FRAMING ,.. .�. ,. ':'." ._. - ,. 2s6 DEL.Top PLATE -� ■■- - .(D —{ BLOCKING TO RAFTER(TOE NAILED) 2-Bd .2-10d EACH END ■ �■ ■■ Q RIM BOARD TO:RAFTER(END NAILED 2-16d 3-16d EACH END mill ■ _ ■■ ■ WALL FRAMING - - ■ ■■ I .... r. - - -. � TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-I6d AT JOINTS - _ ■E■ ■ ■�, ■ U STUD TO STUD(FACE NAILED) 2-16d 2-I6d 24"O.C. ■■ - ■® 6IN EGOND FLOOR. HEADER TO HEADER(FACE NAILED) I6d IGd 24°O.G.ALONG EDGES - ■■ ■ ■ RIM JOIST FLOOR FRAMING VERTICAL STRUCTURAL PANEL ■■ VERTICAL L PANEL ■ ■ n UA J NAILED ad COMMON !!� p ■ NAILED Ed COMMON ■ :Q 4 ■3 O.C.EDGE _ ®3 O.C.EDGE - n, JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 4-10d PER JOIST AND 12' IN.FIELD ® ■ AND 12°IN FIELD ■ ■ �" - — lL BLOCKING TO J016T(TOE NAILED) 2-W 2-IOd EACH END �(� BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-I6d 4-I6d. EACH BLOCK ®■ ■■■E ■■® ■am ■ - W _ _ .. Lu LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) - 3-I6d 4-16d EACH JOIST ■� ■ - ,:. ,:: E ■ i ■ -" JOIST ON,LEDGER TO BEAM(TOE NAILED) 3-Bd 3-10d PER JOIST ■ ■ ■ ` U BAND JOIST TO J0I5T(END NAILED) - 5-I64 4-I6d PER JOIST - n - i�pJC BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-160 3-I6d PER FOOT ■ i -we ■ O ROOF SHEATHING ■ e■■ ■ U ILA 6■ ELl WOOD STRUCTURAL PANELS STAGGER NAILIN ■ ■ ■ - - STAGGER LE N41 LIN ■ INTO BOX AND SILL E - INTO BOX AND SILL V 1 ■ O RAFTERS OR TRUSSES SPACED UP TO I6°O.C. Bd IOd 6°EDGE/6'FI ELO RAFTERS OR TRUSSES SPACED OVER I6"O.C. 5d IOd 4^EDGE/6"FIELD I' II 0■ �' II ■ 1 U -. II GABLE ENDWALL RAKE OR RAKE TRU55 w/o GABLE OVERHANG Bd IOd 6°EDGE/6°FIELD _'jfI GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL 5d IOd 6"EDGE/6"FIELD ; \ - OULu TLOOKERS II II GABLE ENDWALL RAKE OR RAKE TRUS5 w/LOOKOUT BLOCKS ed IOd 4'EDGE/4'FIELD CEILING S44EAT14ING T GYPSUM WALLBOARD' 5d COOLERS - 7°EDGE/10"FIELD li 11 v 'WALL SNEATI-ZING WOOD STRUCTURAL PANELS - '• - - . STUD5 SPACED UP TO 24'O.C. 5d IOd 6' EDGE/12"FIELD - - - " )z°AND FIBERBOARD PANELS Bd - 5' EDGE/b"FIELD - - - S ET Y. GYPSUM WALLBOARD 5d COOLERS - 7"EDGE/10'FIELD - : 1-IE FLOOR SPEATPING HOOD STRUCTURAL PANELS '+. FU 1-4EIGI-IT SN_EATNING SINGLE FLOOR FU e:N s.IG4T SNEATG-IING MULTI..FLOOR I°OR LESS Bd IOd b' EDGE/1°FIELD . O11 _ .. V GREATER THAN I° Id I6d - 6"EDGE/b'FIELD - - - .O - JOg: 1034 : N BY: KW DRAW DATE: 1/IS/11 70V!N0F 6� ;. c RO III` - I c : 24 4* N CRMK Z J _ O p ._.. LOCUS con N 77•43, 05" W 98,;75. W Z ypJN sv 0 S 86'16'28" E LOCUS MAP NOT TO SCALE 157.83' CERTIFY THAT THE BUILDING FOUNDATION IS LOCATED ON THE GROUND AS SHOWN HEREON. MAP 300 PARCEL. 33-1 AREA=90,108 S.F. EGISTERED PROFESSION LAND SURVEYOR DATE 39. 11 N/F f16.07% , WENDY & ^ 0;,; PAUL A. LAPINE GENERAL NOTES 14 ,% 93 DEACON COURT • � 1 0 MAP 300 PARCEL 32-1 MAP 300 PLOT : 033-001 0.6 ,milli lil / / /�/ / %/`�/�•�% 3g, �; ZONING DISTRICT : RF-1 BUILDING SETBACKS FRONT 30' SIDE 15' REAR 15' /1S11NG BU IDIM � /5.3' - - is G. 31 N/F �� % `% OF=20 62� r !�� 9, 22.4' cV PLAN REFERENCE PLAN BK. 4�`2 P ,/ � % / f/ /' • 1 LC PLAN #17994U ANDREW GUTOWSK 2.0 8. % 172 MILLWAY 01 MAP 300 PARCEL 34 �i 3 c� o / ,• o / / " 1 //f / �/ COMMUNITY PANEL NUMBER 250001 0001 D 4g. � FLOOD INSURANCE MAP DEFINES THIS AREA AS ZONE C, 2 /c`r '' 23,5' 0%/ � o, �o� ��� AREAS OF MINIMAL FLOODING. /f f �! •-� 16 0'; N �DWARD P FLOOD INSURANCE MAP DEFINES THIS AREA AS ZONE A3, //� � JACOBS / 24.1'/ 35 3, No.46897 AREAS IN 100 YEAR FLOOD, Fc1 a� �,w'� BASE FLOOD ELEVATION = 11.0 ../ ,/; / ► Cql ,ANC"'., JKH FIELD BOOK REFERENCE : BOOK 298 PAGE 59. FOUNDATION CERTIFICATION I co ;10 a 91 DEACON COURT BAR N STAD LC, MAS SAC H U S ETTS PREPARED FOR i _ PAUL A. & WENDY S. LAPINE 20 0 20 40 N 88*10'47" E 190.83' SCALE IN FEET N 78 3p 29, W `- ! � 165.11• SCALE: 1" = 20' DATE: 5-06-11 S 88*10'47" W - 0 J.K. HOWGREN ENGINEERING, INC. -- 398.69" - V N/F REGISTERED PROFESSIONAL ENGINEERS AND LAND SURVEYORS DIAHANN & SCOTT 942 WEST CHESTNUT STREET, BROCKTON, MA. 02301 CORDEIRO 87 DEACON COURT ® PHONE - (508) 583-2595 FAX - (508)-588-7518 MAP 300 PARCEL 33-2 EMAIL ADMIN@JKHOLMGREN.COM 2010-025 r1VLG D/11 A 1-4i ,`�Y'`^q_=�7 i `� / � _ r 4' DIA INSPECTION PORT OBSERVATION 8-6 r • �1�/ rrr INDICATES PERC INDICATES OBSERVED -�-� I COMMERCE RD �_/ r � rr y fj ,/ t/ J �� /�, 1 �\ /�%r,� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TEST = GROUNDWATER / / / / -.� � �``- ` , / ° ° o 0 0 ° o ° ° ° ° o ° -L TEST PR 1 GRD. EL. 3-0 TEST BY: ANTHONY ESPOSITO / / \ / ` = _, PIN CREEK GW. EL 18.0 WITNESSED BY: DAVID STANTON ROH r DATE: 9-27-10 WEEPING EL. NIA CERTIFIED BY: ANTHONY ESPOSITO 1 -----.__ ,Ji,i�,��." _ ~ _ M ```I, v __`_ ,' ,�- ° o ° ° to NJ/ SOIL OTHER _ _ ~ --- _ -ELEV. SURFACE SOIL SOIL SO L --_ � ,'/ /, . `DEPTH HORZ. TEXTURE COLOR MOTTLING _- ° ° ° ° H ° ° ° �� C o _ _ _ __ _ �;j /,, - - - �__-` A A Locus s � - = ==,ice' --- - ` � � - - - � 22.75 0-3 Oa SL LLJo- - - - / ~�--_- ----------- ''- _ 22.25 3-9 A SL 10YR 5/3 - f - WF1`'~~47i'` _ _ D � _ A �to 20.60 9-32 B SL 10YR 5/6 ` ~ -.._. _.. . N "' -�._ �- Yam._. • *..i,_-- • ` • ..,._- --I�i 15.70 32-88 C1 MED. SAND 2.5Y 6/4 060" 7.5Y 5/8 - - J - - ~' - ---�-- ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° on WCr 13.00 188-1201 C2 MED. SAND 2.5Y 5/3 12 f - ,r__- -----_ --------^ ',__________ __- -`` _ 00 a RO`M LOCUS MAP -' _ �� PLAN VM - 1 TYPICAL UNIT N r' -- ----__-__ ----- - ' _�`��._FLOOD ZONE r- - NOT TO SCALE BOTTOM __ `-_~ _ WATER OBSERVED ® N,/A PERC RATE 2 MIN/INCH `�" ',' //' �-_ _ _ COASTAL BANK ' "'��- -- _�______ - ' ---------------- PERC DEPTH 79" + 1So o` r'-' • o © MAINTENANCE' OF4' PATH;AY, : • . . � • • _____ -� GENERAL NOTES -r LOCATION IN CIONSULTATIOIV ` �"�T ' • t TEST PIT # 3 GRD!. EL. 19.0 EST BY: ANTHONY ESPOSITO •�/ ~'�sn `\\WITF�WISERVi Q I AGENT j -- GW. EL. 13.0 WITNESSED BY: DAVID STANTON ROH LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND TEST PIT # 2 GIRD. EL. 99-5 TEST BY: ANTHONY ESPOSITO _ � � z �.�� , � SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE GW. EL. 17 5 WITNESSED BY: DAVID STANTON ROH 1 < _� n i', �.�_ UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. LL- �, z '~ -- �F DATE: 9-27-10 WEE,PING EL. 8.0 ,ERTIFIED BY; ANTHONY ESPOSITO ESPOSITO �� - _ MAP : 300 PLOT : 033-001 CERTIFIED BY: ANTHONY m I �, ,. / ELEV. SURFACE SOIL SOIL S01 SOIL OTHER DATE: 9-27-10 WEEPING EL. 56 5 e UPLAND\ " ELEV. SURFACE SOIL SOIL SOIL SOIL OTHER o z '� �`� 33,56�\\± MARSH o 4 m � 1 DEPTH HOR/Z. TEXTURE CODR MOTTLING ZONING DISTRICT : RF-1 � , DEPTH " HORZ. TEXTURE COLOR MOTTLING eye 90,108 TOTAL AREA \\ __ BUILDING SETBACKS : FRONT 30 SIDE 15 REAR 15 \ A o _`. � 18.5 0-6 Oa SL PLAN REFERENCE PLAN BK. 482 PG. 31 22.75 0-3 Oa SL ``\ �e y '1 18.0 6-12 A SL 1OR 5/3 • e LC PLAN #17994U - 21.75 3-9 A SL 10YR 5/3 �� • • /"'`. 16.5 12-30 B SL 10R 5/6 COMMUNITY PANEL NUMBER : 250001 0001 D _ �ti \. • w / \ •\ \ 7 ------ ----- -----'�,\ /' FLOOD INSURANCE MAP DEFINES THIS AREA AS ZONE C, AREAS OF MINIMAL FLOODING, 19.42 9-37 B SL 10YR 5/6 •• \ 20 ! , , '�,� / 9.0 30-120 C MED. SAND 2.F 6/4 072" 7.5Y 5/8 FLOOD INSURANCE MAP DEFINES THIS AREA AS ZONE A3, AREAS IN 100 YEAR FLOOD. . . 41".• •/• BASE FLOOD ELEVATION 11.0 14.33 37-98 C1 MED. SAND 2.5Y 5/3 060" 7.5Y 5/8 '�� • •\ • -� •� \\ \\ pgnO e\ \\ ' • •-"- •- • swoon BOTTOM " - \ WATER OBSERVED 0 196 WEEPIN ERC RATE NIA MIN INCH BENCHMARK A : TACK SET IN CORNER BOARD HSE.#93 ELEV=21.34 2�=_ \�e 21x50 PROPOSED EROSION CONTROL " / " 7.50 98-180 C2 MED. SAND 2.5Y 6 4 \ `�\ `\ ` \�E _170 AND LIMIT OF WORK 162 STANDING BENCHMARK B : SPIKE SET IN 18 OAK TREE ELEV=25.93 / �/ ERC DEPTH N/A NOTE: ALL SEPTIC BOTTOMe a SYSTEM COMPONENTS SHALL BE CAPABLE �\ ` \ pECIC �, \ / OF SUPPORTING AASHTO HS20-44 DESIGN LOADS. WATER OBSERVED 0 N/A PERC RATE N/A MIN/INCH PROPOSED TWO COMPARTMENT \ \� '\ \\ j, e O e PERC DEPTH N/A 1500 GAL SEPTIC TANK \ 3g• DECK a� \ CM 1p a \ \ � ALL SYSTEM COMPONENTS SHALL 13E INSTALLED N ACCORDANCE WITH MP CHAMBER \PUMP ~.> e e \ , TEST PIT 4 GRD. EL 14-0 EST BY: ,\ © \ ` e \ ANTHONY FSPOSITO TITLE V OF THE STATE SANITARY CODE DATED �. ,� � \ PROPOSED 1/2 BULK HEAD. M! N� . e 36•g• � GW. EL. 8-0 PIITNESSED BY: DAVID STANTON ROH MARCH 31, 1995 LATEST REVISION & ANY LOCAL RULES APPLICABLE. cN DEPARTMENT OF ENVIRONMENTAL - ) I CER TIFY THAT I AM CURRENTLY APPROVED BY THE DEP � \ \ � _ \ TOF WALLS 17.75 PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS AND `� �\ '4° �`, \P�R�O� POSED / THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED BY ME CONSISTENT WITH THE \ \�\ �\ \ 7• • `wgolco DATE: 9-27-10 WEEEPING EL. N/A CERTIFIED BY: ANTHONY ESPOSITO ANY CHANGE To THIS PLAN MUST BE APPROVED IN WRITING REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. `, \ �� 21x5�` }�,.� • ` 3f S F\ �` • • w \ BY THE DESIGN ENGINEER AS INDICATED �� �� �' l \ \ 0 > \ \ TO 100" CbAST '� F ELEV. SURFACE SOIL, SOIL SOIL SOIL OTHER I FURTHER CERTIFY THAT THE RESULTS OF MY SOIL EVALUATION, 2 A _ \ L \ _ V N e A OPEN HOLE EXCA ATIO AND WHEN . . NK � 2 � � B DEPTH HOR�Z. TEXTURE COLD..... U R MOTTLING THIS PLAN ARE ACCURATE AND IN A RDANCE WITH 310 CMR 15.100 THRU 15.107. \ �� \ \ ` , ° , e gg• 0 '50-9, `� •_•,�.r," DER 3� CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLUNG, �\�" '� + y \` ,� o 6.0' \\e� 4P' 18.75 0-3 Oa SL NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT EXISTING \ ' `� , 1 w 2 .g, t ` -7 FOR INSPECTION. 1 ?1+ BUILDING �� _ i 0 3 8 A SL 1QY TW-- 183 R53 ANTHONYA. ESPOSITO SE 688 !� � \ \ "� h � P o \ 22. ! / UCENS OIL EVALU OR � � � OR co THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN 172 O �' , , , , ` `� lz;�N \ o ! APPROVAL BY THE DESIGN ENGINEER. \21x \, 16.p? 16.25 8-33 B SL 1 OR 5/6 \ PROPOSED CONCRE , / \ \ `\ _ i HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF ELEVATION .0 E T Design Schedule � \ \\ i P 3 � BLOCK RETAININ.G� WALL �/ THE SEWAGE DISPOSAL SYSTEMS DURING THE COURSE OF CONSTRUCTION OF .. . . M_.. r 13.3 33-68 C1 MED. SAND 2f 6/4 - e �..E _. \ r i THE SYSTEMS. ! -' TOP OF FOUNDATION 22.50 _ ,. 4: \ �\ , �� �\ � .. �.22.d\-..T -2 � ( t, � ! _ FINISHED BASEMENT FLOOR 14.50 -:. , , s �. , - -, -- t . �... BM-A 5 REMOVE. AND REPLACE , \ \ r t g i , 5.0 68-168 C2, MED:-SANb 2.3? 5/6 WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & B HORIZONS ) TO BE SEWER INVERT AT FOUNDATION 18.50 , , `, \� >:~.: , 1 r .---"' REMOVED AND REPLACED WITH SOIL CONSISTING OF CLEAN GRANULAR SAND, I r r _ . ! BOTTOM SEWER INVERT INTO SEPTIC TANK 18.30 N/F 1 `� ; \ + i ' j FREE FROM ORGANIC MATTER AND DELETERIOUS suesTANCEs, MlxruREs AND ANDREW GU TOWSKI I. ... r _r , ! �`_ ,^� WATER OBSERVED ® - PERC RATE 2 MIN/INCH LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL SEWER INVERT OUT OF PUMP CHAMBER 18.05 MILLI WAY, ', ' ' 3 I !.. �.., 172 MILL WAY, � 1 i : .'.-r. .. ..� . . -. .: :. .:'`.':, i...-. .. .:� -:. ! ``----- '�� �rr�r FERC DEPTH 72" + �$" NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSES , r { i PERFORMED ON A REPRESENTATIVE SAMPLE OF SEWER INVERT INTO D-BOX 26.50 MAP 300 PARCEL 34--,200 RF TP 4 �`4 USING A #4 SIEVE, SHALL BE �ERFRONT r t� t `1' ��% UP To 45% BY WEIGHT of THE FILL SAMPLE MAY BE RETAINED ON THE #4 SEWER INVERT OUT OF D-BOX 26.34 � i , ! :- kJ3: . t SIEVE. SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF THE r .:.:.� t 1 ;r 1 SEWER INVERT INTO LEACHING SYSTEM 26.29 + . `,,...'..`.t.....'.. t t � , � � t i t t �:, FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST DEMONSTRATE // ) / r t _1 I \\ �I,f� 9 THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS BOTTOM OF LEACHING SYSTEM 26.04 PROPOSED 14 X 34' / / r t r , BO / / / , t /� ! r11 LtF M �e s/ f' I s I ... t PROPOS;p `\ ,' ` = �' '�-� S SIEVE t` q THAT MUST PAS :.: P-2 18.00 LEACHING SYSTEM SEIVE SIZE EFFECTIVE PARTICLE SIZE % WATER TABLE T - --_ _-- s7oN q °-3 :... \ j. e`�\ V. ��, F A�ITHn A. y� '�-�� 2g __ ' i R, Li ` t DR►VEW ! 5I�0 O +' 4 4.75 MM 100% LeacNng Area Design '�.,. / / r , r `\ i / N , 50 0.30 MM 10%-100% OPTjD �i , I 3 SERVE AREA _--, a Nq r ,..,....... , 1� v / %lIS�� :_LANDSCAPED # 100 0.15 MM 0%-20% DAILY FLOW 4_BED.RO.O.MS �►� U7)U1Y / , :.'..�, .. .....'�`. �. , t.. .. .. \ LANDSCAPED F - t 1... : ., t/ 1„ `\ ��/i ,r h- # 200 0.075 MM 0%-5% 4 BEDROOMS X 11 o cPD/R nROOM = 440 GPD, �- EASEMENT wA1E t 1 :, ,.... t` t ' •,e �.\I , ` AREAS �. // t .. ! R TOTAL 440 GPD '`�.�. NI&N/k, r \ �. //,�\\ r� RELOCATE EXISTING SHED �D NO GARBAGE GRINDER SHALL BE INSTALLED FOR USE WITH THIS SYSTEM., \ �; 2 IF A GARBAGE GRINDER EXISTS IN THE EXISTING DWELLING IT SHALL BE REMOVED GARBAGE GRINDER NOT ALLOWED ,•�+ v o , r v �� �,.. �.�1 ' �, � AS SHOWN HEREON . ►� tM of r LAPIN ''�� t P V o+��'` ,Ss+cy r E �`, Wu � �D DRY FROM THE SITE. SEPTIC TANK 440 GPD X 200% = 880 GALLONS aa+ �r„ r r r `, '�"'� ` ! R �� N 8$'�0'47" E �\ ' - - THIS SYSTEM IS NOT WITHIN A ZONE ff OF A PUBLIC WATER SUPPLY. r 1 I, MIN. REQUIRED AS PER 15.223 = 1500 GALLONS � EDWARp"a ,\r --__ �1 3 , \ , , ��� AUTHORITY , ` ` . 190.83 ~- . THE SYSTEM SHALL BE OPEN TO INSPECTION FROM THE LOCAL APPROVING A t r AT ALL REASONABLE TIMES. LEACHING AREA PERC RATE - <2.0 MPI CLASS 1 SOIL OF BARNSTABLE i t �. M .o. .I�G . .... �_. _: , r VISTA PRUNING IS PROPOSED IN COMPLIANCE WITH THE TOWN REQUIRED = / a _ ,.... �__� . ..,....,. LIAR 0.74 GPD/S.F E , ... ., PROPOSED 12 SIDE.STONE-DRIYE-. ... .... -. . .. y Jr , v .�- .. .. .. .. . .. f.... .. .:. ...�� _-- , VISTA PRUNING GUIDELINES. 440 GPD 0.74 GPD S.F. = 595 S.F. r- /' `\ .. L N t\ y - 398.69 c -EXISTINGG _ G -c LEACHING AREA 6.7 S.F./L.F. x 32 L x 3 ROWS- 643.2 S.F. 1\ _ -� we �� - -- c - FiE1�' / E 91 Deacon Court „ -c -c - PROVIDED `,\ �\ 1\.\\ EXiSTiNG - GR VLF ``, '��, -` �� `-e - -E -"E r,.' Barnstable, Massachusetts 02632 DESIGN FLOW 643.2 S.F.X 0.74 GPD/SF =475 GPD > 440 GPD NW �, - r' PREPARED FOR INSTALL 6' THICK CONCRETE BAFFLE - Paul A. & Wendy S. Lapine WITH A 4" MIN VENTED INVERTED U SHAPE'. PIPE EXTENDING BELOW THE SCUM' LAYER 93 DEACON CT., BARNSTABLE, MA. 02632 4' INSPECTION PORT , PER. SECT. 15.224MRE V) TYPICAL SYSTEM PROFILE CAP WITHIN 3' OF FINISH GRADE TITLE MIN. SET AT LEAST TWO 24' C.I. MANHOLE SAS. To BE FLAGGED UNTIL COMPLIANT W/ SPECIFICATIONS FOR COVER �� WITH FRAME do COVER To FINISH GRADE. NOT TO SCALE ISSUANCE OF CERTIFICATE OF PAVED TRAVEL WAY 3.5-4.TILE FABRIC Sanitary Disposal System Plan RISERS do COVERS SHALL BE WATERTIGHT. FIELD COMPLIANCE _3.5-4.5 MESH WOVEN PROPOSED PROP. GRADE AT A MINIMUM RISER OVER INLET do OUTLET BEYOND SYSTEM EDGE. 6" SCH. 40 PVC INSPECTION PORT FOUNDATION EL =22.Of TEE SHALL BE SET. PROVIDE RISORR-7506 OR TOF EL=22.50 WITHIN 6' OF GRADE ELEV =29.75 max EQUAL / CAP AND APPROVED ROVED J.K.ROVIDE CORROSION RESISTANT ZABQ 1110 ,� \�\ ELEV =27.92 min CLOSURE INCASED IN CLASS C J1, H4LMGREN ENGINEERING INC. F­IFFLUENT GAS BAFFLE IN OUTLET TEE LEVEL FOR 2 12• ,<� \, CONCRTETE 24'SMW Registered Professional Engineers and Land Surveyors FINISHED GRADE` OVER TANK = 21.5t FINISHED GRADE OVER D. BOX =28.5t OUT OF D-BOX \/ �j /j� EL=26.75 ° 14 MIN 12 �01/1�\�//%\�OW/I� S-ao2 (wn�1. n42 West Chestnut Street Brockton, Ma. 02301 y ��\��e/\\ /\/\ `\�"\ R�°; o,o °.a o 0 0 ° 0 0 36'MAX. • ° S--0.02 7 < / >9 �/ �/, \ \ ° ° • •8 °• ° °• EL=26J5 TOP OF CULTEC <3s ,�/Y/` °e° ° ° ° ( ) I Phone - (508) 583-2595 Fax - (508)-588-7518 i. <36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° °°•o \\// FABRICL-GE00 • 3' MIN. >9' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °•° �\j/ 4 SCH. 40 PVC L=10' ; . :- ° ev 0 '\j 12. 12' \� 20 0 20 40 r.= _ S=0.02 " INv 26.29 4 SCH 80 PVC L=76' S=-0.111 3 -`+ / PROPOSED 6' MIN. 01-2 MIN. d� A p P duo o 0 •o o °o EL=26.04 I �/ Sfq STONE �i INV=18. INV IN=18.30- 10` MIN. INV=26.50 INV=26.34 \//\\ \\/ \y \\\/ \ ` Z 5't �/ 1 'TYP 4 DW INVETtf • SCH40 NV OUT=18.05 6'SUMP / BOTTOM OF INFILTRATOR SCALE IN FEET MIN. IAN=26.29 \i /,./\ ./\jam \� \ ` CHAMBERS /\ //. PVC Z 8.5' ca a \\. TE 12-13-10 REV PER CLIENT -GAS BAFFLE 3 ROWS OF 4 CULTEC CONTACTOR C-4 \ �/ :r ° ° r0. - �, 85' '� DATE 10-18-10 •,\ SCALE. 1' 20' 14 INFILTRATOR CHAMBERS 32 L x 12' W \ REINFORCED CONCRETE 6' CRUSHED ( ) I 3 \// \\/\� STONE BASE UNDISTURBED NATIVE MATERIAL = / 5 TE 1-24-11 ADD RESERVE AREA EL 18.00 / .- OR PERCOLATION SAND = (TP_2) "�/'�//� i\/�%//�/�,//% \ i�/i:/ ii�i/ 4 E 12-16 1 REV PER CON COM o °� a °° o. DISTRIBUTION BOX SOS. ABSORPTION SYSTEM 4 STANDARD SECTION X 3 = 12' o °. . b ° ° . ., .o °- z ROTONDO DB-4 OR BITTER w BAFFLE OR APPROVED 2" WASHED STONE UNDER (141W X 341L LEACHING FIELD) 3 TE 12-13-10 REV PER CLIENT / 2' WASHED STONE UNDER 2 TE 12-6-10 REV BUILDING FOOTPRINT !! TWO COMPARTMENT PUMP CHAMBER EQUAL To BE INSTALLED ON A LEVEL STABLE BASE ;�, 1 E 11- -10 R BULL IN ooT INT 4 OUTLETS REQUIRED NOTE: SING THE- LOCATION OF THE SOIL ABSORPTION SYSTEM SHOWN ON THIS PLAN =18.00 NO BY DATE REMARKS 1600 GALLON SEPTIC TAMC(H-20 LOADING) IS NOT WITHIN THE AREA OF THE SOIL EVALUATIONS THE WATER TABLE WILL BE DRAWING NUMBER ROTONDO ST1500 OR EQUAL DETERMINED AT THE TIME OF CONSTRUCTION AND THE DESIGN WILL BE REVISED AS - (TP-2) DRAWN BY: THE DESIGNED BY: AAE ECK D BY: EPJ JKH TO BE INSTALLED ON A LEVEL STABLE BASE NECESSARY. SEPTIC,TANK TO BE INSPECTED do CLEANED ANNUALLY ADDITIONAL SOIL EVALUATIONS MAY BE NECESSARY IF ANY INCONSISTENCY IS H:/2010/2010-025/CIVIL/DESIGN/2010-025PB.dwg 2ND COMPARTMENT MIN=440 GAL 1ST COMPARTMENT MIN=880 GAL OBSERVED WITH THE MATERIAL. SHOWN HEREON OR IF REQUIRED BY THE BARNSTABLE LEACHING FIELD CROSS SECTION BOARD of HEALTH. 2010-025 j