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0271 PLEASANT PINES AVENUE
{ ��f�' r .eau imt} .J S k 1 4' h 4 ,ti� 'YI �asnrr4ua�_�, �+.?.svif�Y$...Y44u'aa-.;a w �......w:.«....w..r•a'�.M.usLiYai y �.=,�- nu,:�k�:�..-«.�iw�.aieaa'u..„m..a.aw.d:.�e �� � zL..it,�:d::v. .k ,? �k S .-...w.w.....Cis..++.�wu....� c1+.«a..rwa.ge...,ko.�'..wa. w;4_E��,!'ffi,Y..,uuStlamL+,`.;re+s a '.raw.,..�... .ty. k�x.% {:('i -.�. �: i i pro Town of Barnstable Buildin sattnsrAerr Post This Card So That it is Visible Erom the Street,Approved Plans Must be Retained on Job and this Card Must be Kept w v "^ $ Posted Until Final Inspection Has,Been Made. LL Where a'Certificate of Occupancyjs Required,such Building shall Not be Occupied until a Final Inspection has,been made er it Permit No. B-20-1272 Applicant Name: BRIAN DENNISON Approvals Date Issued: 05/26/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 11/26/2020 Foundation: Location: 277 PLEASANT PINES AVE,CENTERVILLE. Map/Lot: 214-041-TO1 Zoning District: RD-11, Sheathing: Owner on Record: SWANSON,LYLE A&CYNTHIA R Contractor Name: SOUTHERN NEW ENGLAND Framing: 1 Address: LACIMA 15 WINDOWS LLC 2 TRUJILLO ALTO,PR 00976 - -Contractor License: 173245 µ. Chimney: Description: INSTALL( 1 ) REPLACEMENT WINDOW Est. Project Cost: $ 2,562.00 NO STRUCTURAL Permit Fee: $35.00 Insulation: l Project Review Req: c Fee Paid:} $35.00 Final: ' Date: 5/26/2020 Plumbing/Gas L- '----- Rough Plumbing: Building Official oral Plumbing:F• This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entireduration of the work until the completion of the same. ` ` - _ Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site �k Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 0 Town of Barnstable Building Post ThirGard So Thatrt�Ls Visible From;the�Street ApprovedPlans.Must be,Retamed on,J,ob-and this Card Must;be.Kept /ARNSPAP • £'f £ E ,, ;; ^, ', C ,r«, rJ „4 r ,K O s Posted Until Final Ins ection Has Been Matle 3Where aCert�ficate of�Qcca anc :is;Re aired such.B.urldm shall Notbe Qecu red,wntrla Final.lns ect�on:has been made e�'ri11 Permit No. B-20-359 Applicant Name: Neal Holmgren Approvals. Date Issued: 03/06/2620 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 09/06/2020. Foundation: Location: 271 PLEASANT PINES AVE,CENTERVILLE Map/Lot: 214-041 002 Zoning District: SPLIT Sheathing: Owner on Record: CHRISTODOULO, PAMELA C TR ContractorzName Solar Rising CLC Framing: 1 Address: 105 SOMERSET.ST Contractor Lrcense 175578 2 BELMONT MA 02478w; Est Pro ect Cost: $53 724.00 J Chimney: Description: Installation of 44Solaria 370 watt modules to"be flush�rnounted on Permit Fee: $323.99 existing roof planes. 16.28kW 660sgft. No vegetation will be Insulation: removed from the BVW. No work in the BVW. No disturbance to Fee Pala` $323.99 the BVW. Date 3/6/2020 ina . . t Project Review Req: Plumbing/Gas r f g/Gas Rough Plumbing: ;, _Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work a6thofi&d by this permit is commenced within six months1afteossuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents4dr which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning,kiy laws and codes. This permit shall be displayed in a location clearly visible from access street or road a d shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. 4 v Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe Building andiFire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work �', Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT cs ter1—v.r, Final: 1i<.Sr CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1926 1875 Route 28•Centerville, MA 02632-3117 508-790-2375 x1 • FAX: 508-790-2385 John M.Farrington,Chief Martin O'L.MacNeely,Fire Prevention Officer Philip H. Field,Jr.,Deputy Chief Michael G.Grossman,Fire Prevention Officer December 18, 2012 TO: Tom Perry, Building Commissioner Building Department Town of Barnstable 200 Main Street Hyannis, MA. 02601 In accordance with MGL 148, Section 28A, the Centerville-Osterville- Marstons Mills.Fire/Rescue Department brings to your attention the following potential violation(s) of 780 CMR: Massachusetts State Building Code for your review and/or interpretation of same. NAME/BUSINESS: Residence ADDRESS 7271 Pleasant;P_ines Ave,.Centerville OBSERVANCE: During a fire alarm inspection on December 17, 2012, 1 observed (2) rooms set up as bedrooms in the finished section of the basement. These are the 4t" and 5t" bedrooms in the house. The plans for the fire alarm permit show a total of 3 bedrooms with these two rooms listed as finished space only with no room designation. Both rooms appear to have improper emergency egress with a window opening width of 16". Michael Grossman "_ /_4__----Fire Prevention Officer C.O.M.M. Fire District CC: Paul Roma, Building Inspector "Commitment to Our Community" TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel . DT Application # 611 3Q Health Division Date Issued Conservation Division Application Fee Planning Dept Permit Fee . Date Definitive Plan Approved by Planning BoardIV Historic - OKH _ Preservation/ Hyannis Project Street Address 7, r a.Sa.n PDX-C S AVE-. Village Owner �Q.y risf odo u-to Address SOS`Son�t�r5e S�• ,it & a LAdl Telephone n Permit Request R.� CoA cu- Roo i r5rk go"t" Square feet: 1 st floor: existing 2PVproposed 2 loor: existing W716 proposedTotal new Zoning District Flood Plain Groundwater Overlay Project Valuation 150 1 D D D Const do pe Lot Size 'S7 ndfa ered: ❑Yes 2"No If yes, attach supporting dooumentation. Dwelling Type: Single Family. TIN F i y ❑ Multi-Family (# units) Age of Existing Structure toric House: ❑Yes 61 No On Old King's Highway,: ❑files �lo Basement Type: ❑ Full Cr wl alkout ❑Other =r Basement Finished Area(sq. 0 Basement Unfinished Area(sq.ft) -° Number of Baths: Full: isti new Half: existing new ff —f Number of Bedrooms: existing new Total Room ount (not incl ing baths): existing new First Floor Room Count Heat Type and el: s ❑ Oil ❑ Electric ❑ Other Central Air: Yes No Fireplaces: Existing ® New Existing wood/coal stove: ❑Yes C�No Detached garage: ❑ ee i ting ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: Zexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Au thorization ❑ Appeal # Recorded ❑ Commercial ❑Yes o If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION S COAA 'JZ04 SSG (BUILDER OR HOMEOWNER) Name RVtV ,� �d . Telephone Number Address LS E-bcu. S A%%4, ca..{�t.S�� .'t License# Home Improvement Contractor# lLI d a' -S Worker's Compensation # "7(4 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 11& 201D r 7 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ._;_:MAP/PARCEL NO., , ADDRESS VILLAd � z OWNER DATE OF INSPECTION: ? ; -FOUNDATIONp".1-F FRAME _ -INSULATION;.-" FIREPLACE ., ELECTRICAL: ROUGH FINAL G - 1 PLUMBING: ROUGH FINAL r GAS: ROUGH _.x= = FINAL 03!gFINAL QUILDINGII.i. Z DATE CLOSED OUT. _.. ASSOCIATION PLAN NO. Y { E ' �LA TOWN OF BARNSTABLE� Buildin'&��ET g ti Application Ref: 201003268 Permi BARNSTABLE, Issue Date: 67/07/10 t 9 MASS, Qppr16 39. a�� Applicant: ROYCRO.FT&KUEHNE BUILDERS INC. Permit Number: B 20101321 Proposed Use: SINGLE FAMILY HOME Expiration Date: 01/04/11 . Location ,271:PLEASANT PINES AVE Zoning District SPLTPerrnit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 214041002 Permit Fee$ 765.00 Contractor ROYCROFT&KUEHNE BUILDERS INC. Village CENTERVILLE App Fee$ 50.00 License Num. 083280 Est Construction Cost$ 150,000 Remarks AP OVED PLANS MUST BE RETAINED ON JOB AND. RECONSTRUCT ROOF ON MAIN HOUSE THI CARD MUST BE KEPT POSTED UNTIL FINAL I CTION HAS BEEN MADE. WHERE A. CERTIFICATE OF OCCUPANCY IS.REQUIRED,SUCH Owner on Recordr CHRISTODOULO,PAMELA C TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 105 SOMERSET ST INSPECTION. AS BEEN DE. BELMONT, MA 02478 Application Entered by: PR Buildi �t ssued By: THI&PERMIT CONVEYS:NO RIGHT-TO OCCUPY ANY STREET;AL ALK OR`'ANY PA"RT`THEREOF,EITHER'TEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT'SPECI ALLY TED'UNDER.THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY:GRADES.AS WELL AS DEPTH-AND'LO ON- UBLIC SEWERS.MAY'BE.OBTAINED FROM THE;DEPARTMENT OFPUBLIC-WORKS.• . THE ISSUANCE OF THIS PERMIT.DOES NOTRELEASE THE `ICA FROM,THE CONDI.TIONS OF-ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FO AL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2,ALL FIREPLACES MUST BE INSPECTED AT THE THRO VEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO LETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL M ( Y TO LATH). 5. INSULATION. 6.FINAL INSPECTION BEFORE OCC CY. WHERE APPLICABLE,SEPARATE PER ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALLNOT PROCEED UNTIL T IN CT HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL D VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE-PERMIT SSUED A OTED ABOVE. PERSONS CONTRACTING WIT REGISTERED CONTRACTORS DO NOT HAVE ACCESS<TO GUARANTY FUND(as set forth in MGL c.142A). ��`- �3 � �� � O .. a �,.•.� � " � � '71 1111w� der x � - 'i �. - :.� :. •a .., � ..,..,,, 'eu,, r R a r, o..,<,.�t ... "-7;'4.'. ,� • n,„&..,� .: '�;a. � 3��3fi--' 3 BUILDING ECTI OVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health �1HE TOW- OF BARNSTABLE Buming Application Ref: 200904024 sTABI.E. Issue Date: 10/15/09 Permit 9 MASS QpA i639• �� Applicant: ROYCROFTA KUEHNE BUILDERS INC.. Permit Number: B 20091992 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/14/10. Location 271 PLEASANT PINES AVE Zoning District SPLTPermit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 214041002 Permit Fee$ 1,642.20 Contractor RO.YCROFT&KUEHNE BUILDERS INC. Village CENTERVILLE App Fee$ 50.90 License Num 083280 Est Construction Cost$ 322,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ADD ATTATCHED GARAGE WITH LIVING ROOM,PANTRY,ENTRY WAYHis CARD MUST BE KEPT POSTED UNTIL FINAL AND REMODEL STUDY,GAME ROOM AVBOVE NEW LIVING ROON I INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CHRISTODOULO, PAMELA C TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 105.SOMERSET ST INSPECTION HAS BEEN MADE. BELMONT,MA 02148 Application Entered by: PR Building Permit Issued By: V THIS PERMIT,CONVEYS NO RIGHT�TO OCCUPY ANYSTREET ALLY OR SIDEWALK OR ANYrPART THEREOF EITH,,T EMPORA"RILY OR.PE1W NENTLY ENCROACHEMENT.S ON PUBLIC PROPERTY NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE MUST BE APPROVED BY THE JURISDICTION. " a STREET ORxALLY�GRADES'AS WELL AS DEPTH AND LOCATIQN OF"`PUBLIC.SEWERS~IvIAY BE`OBTAINED FROM THE DEPARTMENT OF.PUBLIC UVORKS. THE ISSUANCE OF.THIS;PERMIT DOES NOT,RELEASE THE;APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE:SUBDIUISION„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). K. ti sxMCC g Iwo .1 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 - 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION_, Map d l Parcel`� Q`i Z Applicatio # Health Division 200`( - 2 `!Date Issued J Conservation Divisions Application Fee l0 0 Planning'Dept: Permit Fee'. C t Date Definitive::Plan Approved by Planning Board Pp . Historic - 0KH _ Preservation /Hyannis Project Street Address'27 I Plca5 r�+- PI VCs. AveriLte_' Village Gei'� ►�V Ownerp3rn-c)o- C• ayid Gf--oMe Chris kr OU))Address 105 SprnerESe-F S+Pef 3e hu►)+ M 01i Telephone bb 36a- �Ci e5VIC- y. Permit Request !� o i t)+ n M_ �e w U,//, e wC rj f Square feet: 1 st floor: existing l°IA proposed J�' a 2nd floor: existing proposed 680 Total new 10A;-)- Zoning District Flood Plain Groundwater Overlay Project Valuation 31:5;000-C ,-Onstruction Type &l ,90d t Lot Size 131 400sz Grandfathered: ❑Yes UrNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Q Age of Existing Structure, Historic House: ❑Yes 0"No On Old King's Highway: ❑Yes QrlNo 4 ,_I/ M, Basement Type: QFull L Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.), Basement Unfinished Area(sq.ft) Number of Baths: Full: existingnew O Half: existing d g —new Number Number of Bedrooms: existing O new Total Room Count (not including baths): existing 25 new First Floor Room Count Heat Type and Fuel: a/Gas ❑ Oil ❑ Electric ❑ Other Central Air: IaYes �lo Fireplaces: Existing I New 4 Existing wood/coal stove: ❑Yes ®"No Detached garage: 61/existing ❑ n w size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing new size _Sh d: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ NO Commercial ❑Yes La No If yes, site plan review # -7 �= tV T Current Use QS I dtAO a Proposed Use Cc 0 -APPLICANTINFORMATION _�_ w - - �� (BUILDER OR HOMEOWNER) L^ rn Name _Sea.) T. ROVCrO-� Telephone Number `77y 36- �6Z Address &5- {�2ri �v-mi l �nr� License# C S 3 2.8 O 5 (_M4C Vi G [C,j M 1 02 6 3 2— Home Improvement Contractor# 1 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C Sfe rvi zz_ 6crvi (Sxr GO(J► �-- SIGNATURE DATE ���oq 2� } FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ti [SAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 5` FRAME .— r%8 P �— f� ' s"(o�r O ` O C� PC • pP C INSULATION. C �� ` p R� FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL f —GAS: ROUGH FINAL s sFINAL BUILDING y DATE,CLOSED OUT �• ASSOCIATION PLAN NO. iy , o� ra�ti Town of Barnstable Regulatory Services 9s�ar'KABS. Thomas F.Geiler,Director �gEDµA�16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, O.mel z C. C�ttsW&A,(o , as Owner of the subject property hereby authorize SeC S �Ko-J e r to act on my behalf, in all matters relative to work authorized by this building permit application for. 271 P Iea s an 4- Pines Avifmlf-, Ce►yL-rvl) ICE MA o2632- (Address of Job) Signature of Owner Date 4hris4z)dco to Print Name If Prope Owner is applying for permit please complete the. Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION r Town. of Barnstable y�P�o�tNE Tp�y� Regulatory Services Thomas F.Geiler,Director a,,.RNsrM Lr 16 9j- ��� Building Division �lED Tom Perry,Building Commissioner _..._. . - ..-..-.200 Main=Street,—Hyannis;MA 02601 _ .... ... _.._. _.__.... . RWv.town.b arnstable-ma.us Office: 508-962-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: cityhown stain rip code The ct>rrent exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned."homeowner"certifies that-he/she understands the Town of Barnstable:Buildiri partment minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any bomeowner perfommng work for which a building permit is required shall be exempt from the provisions of this section(Section ID9.1.1-Licernsaig of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." I Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supe vimr is ultimately responsible. To en=m that the bomeowner is fully aware of I iAcr responzibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may can t amend and adopt such a fcaml ertification.for use in your community. Q:forms:homcexempt a i s t. r i REScheck Software Version 4.2.2 Compliance Certificate Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Alteration . Heating Degree Days: 6137 Climate Zone: S Construction Site: Owner/Agent: Designer/Contractor. 271 Pleasant Pines Avenue George&Pamela Christodoulo Steven Cook Centerville,MA 02632 271 Pleasant Pines Avenue Cotuit Bay Design,LLC Centerville,MA 02632 43 Brewster Road Mashpee,MA 02649 508-274-1166 steve@cotuitbaydesign.com Compliance:5.9%Better Than Code Maximum UA:288 Your UA:271 t Ceiling 1:Flat Ceiling or Scissor Truss ( 914 30.0. 0.0 32 Wall 1:Wood Frame,16"o.c. _ 1923 19.0 0.0 91 Window 1:Vinyl Frame:Double Pane with Low-E 118 0.330 39 Door 1:Solid 74 0.140 10 Door 2:Glass 208 6.330 69 Floor 1:All-Wood Joistlfruss:Over Unconditioned Space 914 30.0 0.0 30 Compliance Statement The proposed building design described here is consJ9t9nt with the building plans pacification,and other calculations submitted with the permit application.The proposed building he n designed to the 061ECC requirements in ' REScheck Version 4.2.2 and to comply with the mandatory requirements li ESche 1 s on Checklist. Coot- &CI4 .bt5&&Jc%Z Name-Title Sign re Date Project Title: / f Report date:08/10/09 Data filename:C:\Program Files\Check\REScheck\christodoulol.rck Pagel of 3 Y REScheck Software Version 4.2.2 Inspection .Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments- Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation, Comments- Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: y #Panes—Frame Type Thermal Break?_Yes—No Comments: i Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. E Doors: ❑ Door 1:Solid,U-factor:0.140 Comments: ❑ Door 2:Glass,U-factor:0.330 Comments- Floors: ❑ Floor 1:All-Wood Joistrfruss:Over Unconditioned Space,R-30.0 cavity insulation Comments- Floor insulation is installed in permanent contact with the underside of the subfioor decking. Air Leakage:1 ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM' E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. 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-envetope requirements. Vapor Retarder. ❑ Vapor retarder is installed on the wamrin-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ 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 dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title: Report date:08/10/09 Data filename:CAProgram Files\Check\REScheck\christodoulol.rck Page 2 of 3 Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Lj Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. 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. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date:08/10/09 Data filename:C:\Program Files\Check\REScheck\christodoulol.rek Page 3 of 3 00 C 2006 IECC Energy Efficiency Certificate arum Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): INZO&MEMO O- �i Window 0.33 Door 0.33 NA Water Heater. Name: Date, Comments: PROJECT�� . NAME: f'�-l�C.�e-a- �j -ru - ► �'.�1 '�- ��'`'�-' ADDRESS: PERMIT# o 9 0 bco- PERMIT DATE: M/P: IL4I �f 00 Z LARGE ROLLED PLANS ARE IN: BOX rl SLOT i TT N Data entered in MAPS program on:. zz f a cl BY: .q/wpfiles/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION '-,,Applicaion Map_,�l Parcel 7 # Health Division Date Issued s Applidatibn Fee Conservation Division Planning,Dept. Permit Fee, Date Definitive Plan Approved by Planning Board Historic - OKH Preservation Hyannis Project Street Address ?/,4 e 5 Village lid to rill�Xf Owner !QavvL_e L_h rl tcX/O 6'11_ I0 Address _SQ1Me43 Telephone Permit Request 1 "r? I&C-.-.e-,: Q S I If L&A_e_ r_0L_ C, Lip Square feet: 1 st floor: existing"roposed 2nd floor: existing—proposed Total new Zdhing District Flood Plain Groundwater Overlay P 119"ect Valuation ,00costruction Type1U2Qca_Anq0 1 00 0 n 41r, Lot Size Grandfathered: L3 Yes 016 If yes, attach supporting documentation. Dwelling Type: Single Family �r� Two Family LJ Multi-Family (# units) Age of Existing Structure .2�v Historic House: LJ Yes R-11'o On Old King's Highway: Ll Yes 01qo Basement Type: Full i2t`rawl a"W` alkout Ll Other Basement Finished Area (sqft), qL00 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing —new Number of Bedrooms: existing —new Total Room Count (not including baths): existing 9 new First Floor Room Count Heat Type and Fuel: 216as Ll Oil LJ Electric LJ Other Central Air: L]Yes 9-N'o Fireplaces: Existing —New Existing wood/coal stpye: L]Yes WKS Detached garage: Ll existing Unew size—Pool: Ll existing Unew size Barn: Lillexistin U new size Attached garage: O'existing LJ new size —Shed: LJ existing Q new size Othe�I 01 o > Zoning Board of Appeals Authorization U Appeal # Recorded U Commercial U Yes ZNo If yes, site plan review# <-n C) cr Current Use Proposed Use ' s ; co APPLICANT INFORMATION rn cro (BUILDER OR HOMEOWNER) [Name 2u lief rf,7,-qc .Telephone Number -Address License — Home Improvement Contractor# Worker's Compensation # qq6610 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 4 e, SIGNATURE DATE V \5) s — .x FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAO/PARCEL NO. iY ADDRESS VILLAGE r OWNER ` l ` DATE OF INSPECTION: i FOUNDATION i.F ` FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL .GAS: ROUGH FINAL FINAL BUILDING tf ' } DATE CLOSED OUT M1 ASSOCIATION PLAN NO. k L�, * Town of Barnstable • anRtvsTnet,$. Regulatory Services s63q. � ��rpp Y homas F.Geiler,Director Building Division. Tho'nas Perry,CBO ° 'Build,ing Commissioner' 200 Main Street; Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 x Fax: 508-790-6230 Property Owner Must Complete and.Sign This Section If Using A Builder. I;YCp1'h� GL C�• _CV lYl S+C Q( ( 10 ,as Owner of the subject property hereby authorize Gn7n cT �/(,}TC•(r[)-F 4- to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) 10 Signature of Owner Date ` PA �1� C, C'hr; s-hdoo to Print Name ` Q:Forms:buildingpermits/express Revised 123107 i Town of Barnstable *Permit# 00 703595 Expires 6 montlis front issue date B, Regulatory Services Fee MA&L Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner �v 200 Main Street,Hyannis,MA 02601 6Q www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number V Q Property Address 2 f Of ciaopl n s Ay n(� e CcP - V l ! I"1 [llkesidential Value of Work ( ,.5( (37 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address ({,M(!� 'a C V)Ir'1 5t6 CI 0 W 1 Q Z�7I D asw-)+ Ti'r)es Avenue, C;-enkrvllle, II__ J Contractor's Name Sean �F- Po�fc.caF T Telephone Number-t7+-8 36 6 62--4 Home Improvement Contractor License#(if applicable) f 2 Z 5 Construction Supervisor's License#(if applicable) C5 — 3,2-(03 C [BlWorkman's Compensation Insurance - Check one: ❑ I am a sole proprietor ❑ I am the Homeowner -PRESS PERMIT 911 have Worker's Compensation Insurance r� ,1 U N 1 1 2007 Insurance Company Name (�no n S4o� Yn h c--c e- Workman's Comp.Policy it yoc Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) E?/Re-roof(stripping old shingles) All construction debris will be taken toe' as (L" ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (mmaximum.4 'Where required: Issuance of this permit does not exempt compliance with other town departm Tegulations,.i.e.Historic,Conservation,etc. ***Note: Property Owner-must sign Property1e? r of Permission. Home Improvement Contractors License is ed.1 � SIGNATURE: Q:Forms:expmtrg Revise071405 oFt"E Town of Barnstable RMWSraeMAM � 0�9- ,� Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 7hme-La-C. Ch r l,54-od opal D ,as Owner of the subject property } hereby authorize 5!2CLn d, RQV C Me 4— to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date PO-rn 40- Print Name Q:Forms:expmtrg. Revise071405 ,duo �•�� •3 Assessor's offioe .(1st floor): G C�Qo2 .1STE MUST Fes' �F THE t0 Assessor's map and lot number .... ../......... ..Y ............ .. IN Board of Health (3rd floor): _ Sewage Permit number ...�:7./ -'.`.6�................. WITH TITLE 5 Z Baaa9TADLE, /C KV 'H rasa Engineering dp`artmgnt (3rd floor): ` s c(a ,fi ` NMENTAL C®DE At',g �o �7 039. House n'0rnber,.:..;:................................. ................................. �N REGULATIONS r aye APPLICATION�''PR'OCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR S APPLICATION FOR PERMIT TO ...... VQ.CAr,3A............ 4(z k�A.�.I.✓L (�. TYPE OF CONSTRUCTION .. !!W......................................................................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....� J�...........� 5 '.........`f...1.,AC5.....-N.c............. ProposedUse .. "5„G. . .4r! .............................................................................................................................................. Zoning District Fire District .......... /"ram . .Name of Owner + ��..[ �. .V:14 ...................Address .....sa.atiw............................................................ ' Name of Builder( ............Address ...Pg,c.....Ak.......T�p.,....m............. Nameof Architect ..................................................................Address ...Q . ................................................................... Numberof Rooms .....3........................................................Foundation .47,1.1................................................................ Exterior .... ..1.!..(..............................................................Roofing ......... .................................................. Floors ......... i�pe...................................................Interior ...... tc�cx........ ............................................... Heating V—Qy-CC,&.........A. .T......14.`r..................Plumbing ...UDG—A--Ce........................................................... Fireplace .......................Approximate Cost ... .� 4910a ...................................................... Definitive Plan Approved by Planning Board --------------------------------19-------- • Are a/V�!.� T/... !! F... Diagram of Lot and Building with Dimensions Fee ! SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Naa ..../... ........................ Construction Supervisor's License ®� .................... ` FAIRCHILLD, BOB i 30870 Remodel No ................ Permit for ....................-............... SinI le family Dwelling , ... ............................................................ 2-65 Pleasant Pines Avenue ` Location. ........................................ Centerville ............................................................................... k Owner ......Bob...Fairchiad......................... I i ^ ',. Type of-Construction Frame .......................................... ....... . ..... :........................................................... y '* Pot,..............: ............ Lot ....................L.......... ' • 19 87 Permit Granted ........ .....:...... . Date of I sn pection ....................................19 X Date Completed ..........._..................:..... .19 1 y�%THETp�1 TOWN OF BARNSTABLE BARNSTABLE,NAM e , 9oo09.�`e� , RUIL - NSPECTOR 4 APPLICATION FOR PERMIT TO ............. .Qt�Ii...of.. arnstable ............................................................................... TYPE OF CONSTRUCTION .....................frame.... `fs..`.`lt.. . ��:.`yl.......?f .......................................... ...........N erbe� ..........19 7 72 ........................ ........ TO' THE-INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 2 1 Pleasant Pines Avenue Centerville Location ........................... ....................................................t...................................:...........................:..................................... Proposed Use ...............addition to existing structure.................................................... ................................... Zoning District Rdl ,.......,,•Fire District Centerville—Osterville ............................................................. .............................................................................. Name of Owner ...........Robert..J...Morse.................. ....Address ..271 Pleasant Pines Avenue, Centerville Name of Builder .........R.obert...J....Mors.e..........................Address same .. ...... . .. . ......... . Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .......................3. concrete Foundation .............................................................................. Exterior vertical ...Roofin asphalt......................................................... ................................................................................ g ............. Floors ............................P.lxscore....... Interior ...........sheetrock..................................................... ................................. —Heating-- ...forced hot-air-oil fired........................ ........none.............-...:......... _Plumbing Fireplace .......................masonery........................................Approximate Cost ...............................000•............................A..... Definitive Plan Approved by Planning Board _______________________________19________. Diagram of Lot and Building with Dimensions SUBJECT TO APPROVAL OF BOARD OF HEALTH O _J W LA_ ® Q Z < to f LJ � N ry i.j 9 71 Lra \ Q 0- � \ % e 1 -4 S'o O cn — C� } Cl _ i- CL` to � < a � W u l Ld —J m Crd LL( O <C. W 2-4� cn ¢ LLJ ` S I hereby agree to conform to all the Rules and Regulations of the Tow table regarding the above construction. Name .......... ............. ..........dqwnv............ | -- - ` | [ ' ( |^ | � / � \ � � ° ^ � ' � | � ' ^ . ' ~ * / � K ' . � f � * . ' ' � ^ ' ~ � . . . � � } � . Morse, Robert J. family dwelling Centerville 19 PERMIT REFUSED '--'^^' , . \ ^ 19 ' . . . / ` ' | ----------------^'—^^- -------------~..—..~..—. � � � { D o A O 00 z ' RV1 OAD U Q o 1 0(/ O 00 MAP 214 g6�O a z 'S 7644.30b PARCEL.41WO-1 E -04 W L AKEVIEW nRi LOCUS = p G Pf z o MAP 214 PARCEL 41-2 ^ . TOTAL AREA=23,400t S.F. on �E o z UPLAND AREA=23,000± S.F. ti �r- - r' n 1'T 1 WEQUA'QUET 1 A a� I - � I � FAKE o� a BARNSTABLE, MA r a� � rn KEY MAP C) < Z NO SCALE v� rlo m rn �o ^ F"SnNG o yq PLAN REFERENCES: o wNc 24.A N Z ASSESSORS MAP 214, PARCEL 41-2 Q Z ►—� O o rn C fXi ISTING v r''1 PLAN ;BOOK 214, PAGE 23 SnNG�FGk FOUNDATIO a PLAN :BOOK 147, PAGE 95 u PLAN+BOOK 263, PAGE 61 U Ow n TOP OF PLANBOOK 1, PAGE 53 FOUNDATION EL 39.83 � I \ EDGE OF BENCHMARK: \® WETLAND N.W. CORNER CONCRETE WALL �+ ELEV. - 40.80 (NGVD 1929) EXISTING PIER I \® cowc SIAS (TYPICAL) p i i WI .� "c aI I HEREBY CERTIFY THAT THE EXISTING y N FOUNDATION AND THE EXISTING PIERS N N � SHOWN HEREON ARE LOCATED AS THEY o EXISTED ON THE GROUND AS OF 01-05-10. VA OF o o? ti Q c°ti JOHN � DATE /o`t I o Z. AQ� �� u W � DEMAREST,JR H FT m 0 �9� I .9 L W ��� o�� �F0 PLAN ri.s P.L.$ !q 3URVE �� ` �- a °° w 0 i O " NO SCALE : 1 inch = 20 ft. a F� N 4 Av N OASTAL DEEP OBSERVATION HOLE LOGS DATE OF TESTS: MAY 2, 2008 ./ NGINEERING I PERCOLATION RATE : LESS THAN 2 MINUTES PER NCH DROP SCALE NO DEEPBSERVATION HOLE 1 EL = 40.20 IN THE C3 HORIZONS IN DOH If 1 AND DOH #2 (SEE SIEVE ANIALYSIS) [•, OMPANY, INC. WITNESSED BY : JOHN G. SCHNAIBLE, CEC 4 DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER DONNA MIORANDI , HEALTH AGENT �, -o�G p 260 Cranberry Hwy.Orleans,MA 02653 SURFACE HORIZON TEXTURE MUNSELL O MOTTLING GROUNDWATER ENCOUNTERED 0 101" , gyp ' �, �o� 508,255.6511 Fax:508.255.6700 0' - 12" A LOAMY SAND 10 YR 2/2 NONE �n w AKw �R�Vf LOCUS N 12" - 36" B LOAMY SAND 10 YR 4/6 NONE PERC AT 30' » - » Ct FINE SAND 10 YR 6 6 NONE LOOSE d, a �s 36 66 / y A � I N o / /I y WEQUAQUET 66" - 114" C2 SANDY LOAM 2.5 Y 6/1 SOME 0 100' GROUNDWATER 04OWNTM AT A .Q v / s FINE TO MED NONE LOOSE DEPTH OF 101" Q I 1 // R LAKE o 11 e - 162" C3 SAND 2.5 Y 5/1 MAP 214 a 1 / BARNSTABLE, MA � � � PARCEL 41W0-1 too' FROM EDGE OF BOG I � KEY MAP DEEP OBSERVATION HOLE 2 EL = 39.90 / / N/F q DEPTH FROM SOIL SOIL SOIL COLOR' SOIL �� / MARILYN BAKER I�P O OLE NO SCALE w SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER / _ / 566� g m 0/19 0' - 24` A LOAMY SAND 10 YR 2/2 NONE 16, �N S 7g 4 y -- - - - - -40- - - - - •,r t 7? H » LOAMY SAND PERC AT 30• PROPOSED '� % 0 f / #2 POLE •o��° -'� o Z PLAN REFERENCES: NONE / 1pp # / , N Q; � z 24 - 36 E 10 YR 5/1 SILTATION rn it / :. 00' / � a 5 ,r �' cr � v —1 0 MAP 214 f ,� ,�.__ n, I ASSESSORS MAP 214, PARCEL 41-2 » LOAMY SAND NONE BARRIER/IJMIT `r f7, < o �� a� .� \ 36 - 48 B 10 YR 4/6 0 E of WORK o' i `,'"' - _ _ _ �� PARCEL 4172 o� / \ -�, 1 q > C1 FINE SAND NONE LOOSE 4i l� � � # '�OD�P o TOTAL AREA=23 400f S.F. PLAN BOOK 214, PAGE 23 48` - 63` 10 YR 6/6 �, /o ;.�.�,�� � ' mf,SZypER6l `, off___� UPLAND AREA= 3,000t S.F wv 1 c� / - I °p 2 w m PLAN BOOK 147, PAGE 95 w� " C2 SANDY LOAM SOME ® 101" `° '44F ,, w 63 - 114 2.5 Y 6 1 , , " / GROUNDWATER ENcouNTEREo AT A c o z PLAN BOOK 263, PAGE 61 C3 FINE TO MED. NONE LOOSE DEPTH OF got �-,�. z m PROPOSED °' "` ' Y "'�� rr » » y` / o CRANBERRY BOG q 114 - 162 SAND 2.5 Y 5/1 z PROPOSED ADD1710N 2pd F� p APPRoxIMATE r \ - t PAVED Z I PLAN BOOK 1 PAGE 53 QQ LOCATION SEWAG \ i C , I ' �LL (TYP)// r RyNG DISPOSAL SYS1F I \� �(TO BE k 2 / (SEE NOTE 8y REMOVED) / ROOF" t OVERHANG i ,!`. ,r� / �/ f sp / Q ? !' PROPOSr_ _ , N -i AY , \ FLOOD NOTE: DESIGN CALCULATIONS PATIO ""'"'•, �_•. f , / I `� PROPOSED LEACHING 2 i �F FLOOD ZONES B AND C AS SHOWN ON M 1ARGE36s,BASIN FEMA FIRM PANEL #250001 0005 C -� o REVISED AUGUST 19 1985. DESIGN FLOW: 3 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 330 GPO o / w INV. IN EL 38.00) I c r� / -'',.�'!�?ny � r ��, %� �, � -PROPOSE: I o0 = 660 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED a - w �, i 1 _F�oo G, i 330 GPD X 200X o - t _ R �p� .:�� o R ' ''PROPOSED - 1 4y \ .��, c;H��.. ' , w- ;HAN ! 7 �, \ AY = MAP 234 LEACHFIELD AREA NEEDED: 330 GPD 0.37 = 892 S.F. r'/, AQUI110N x ti , � ,.- %,-°�Ra3.�,,.-,�' � � � �� � , r ,, t �u��� ,�x, � �,t� �,25� � PARCEL 18W ' . 64 X14 = 896 S.F. Fc �z � SUPPLIED LEACHFlELD AREA: ( ) = 6's ' �' T +` � 4 " � „ h� DATUM NOTE: INSTALL: ONE ( 1 ) - (64'X14') DRIP DISPERSAL LEACHFIELD = 896 S.F. > 892 S.F. REQ'D. �" < �` -�. � Fs�oi '�` a� �X7'' ' "� '� ` �' I � �- � �� � :,, n�R 4� /'�� � � �.. � ELEVATIONS SHOWN HEREON ARE BASED '" z o Fsy I ON THE NATIONAL GEODETIC VERTICAL ONE // 1 - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED NGVD 1929 F�k 4pa,°�9 .� % � ,' + w-to oat a, a 9 39 DATUM SEAL ONE ( 1 ) - 1500 GAL PUMP CHAMBER ', ( ) ONE 1 - PERC-RITE-15 GPM HYDRAULIC UNIT 1 �jt y y W-8 WELL-, W-9 `' e agg, .� +39a5 �, 4 , LEGEND SIEVE PERCENT Foc \ ,� 7, 1, N£ +39:1 F i , s °I ' POLE EXISTING SIZE PASSING � of � � � � � , NOTES N'q EDGE OF',, m � � `, d #2/20 No. WETLAND G, p 1 GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 50 10%-100% \3 DecK �, m a z +39 3 / a \ ■ BOUND EDGE OF WETLAND 112 00 0%-20% �8� �- 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF 0%-5X TIMBER STEPS W 7�` O q \ �� / \ BENCHMARK: cv THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT _. - �' N.W. CORNER CONCRETE WALL m GAS VALVE FENCE STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY ?ick�\N 1 `' `- , 381 �� ��� REV. = 40.80 (NGVD 1929) COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST � � COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. `', w-s � Of ANo �( o •' i� cw� �' •� J' �� IRRIGATION VALVE G-- GAS uNE lq Dscgp� �� o — °�+W, "" —cATV— CABLE TV LINE a 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER - F �M TIMBER o�3 ,� 8 pQ WATER VALVE SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, PROPOSED eF /\ �� DISCREPANCIES TO THE DESIGN ENGINEER. SILTATION �. h BULKHEAD �� � V11,�1 � Q- BARRIER/L1MIT k � \ � UGHTPOST w-- WATER LINE � � r AND REPORT ANY D SCR Q�' OF WORK (EXCLUDING // o 4) ALL GRAVITY SEWER PIPE SHALL BE 4' DIA. SCH 40 PVC UNLESS OTHERWISE SOME LANDSCAPE PROPOSED EDGE. ~ �3e - ' ^� q<< -o- UTILITY POLE - " A SCH 40 PVC SHALL BE 0.01 FT T. MIT1GA110Nj DRYyy� Gf - 40 - - CONTOUR Q NOTED. THE MINIMUM SLOPE OF 4 DIA. /F (m') wA�R % �/ Q �•-� 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL W_2 / %'1 -� GUY WIRE SIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF w-3 WETLAND FLAG FROM THE DE w-3 HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR \ TO CONSTRUCTION. 1yFQU PROPOSED ^4 py 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES L401 - - - - SILTA11ON BARRIER/IJMIT OF WORK Q V1 CHANGES IN DESIGN. 7 THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND -'-'-'- EDGE OF LAWN UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. A �� CESSPOOLS) SHALL BE PL/`1/V t t a,a► LEACHING RECHARGE CATCH BASIN 8) THE EXISTING SEWAGE DISPOSAL SYSTEM (INCLUDING CESSP ) PUMPED, FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFlLLED WITH CLEAN 20 10 0 20 60 IRRIGAl10N WELL QW O COARSE SAND. `III =1 DRY WELL ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE 9 OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 1 inch = 20 ft. IF AP (THIS AREA IS SERVED BY TOWN WATER) 10) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN w w GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MASS. STANDARD VARIANCES.• SEWAGE DISPOSAL SYSTEM MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45X OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 .SIEVE �BRTAR CAST IRON FRAME LLAR THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. /& COVER TO FINISH FINISH GRADE ��" GRADE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE11 _ SETBACK REQUIREMENTS FOLLOWING GRADATION REQUIREMENTS: w • 8-1 FRAME FILTER FABRIC OVER A 2" Z LAYER OF 1/8" - 3/e FILTER FABRIC 1' x 2" x 4' WOODEN FINISH GRADE -LEACHING FACILITY LESS THAN 100' FROM WETLAND a STAPLE FABRIC 82: 18, ) �STONE STAKE 6 ON CENTER ( , " a VARIANCE REQUESTED) Q SCH 40 TO POST. (MAY.) FILTER FABRIC OVER A 2" LAYER u a �, SOIL REMOVAL NOTE PVC FROM OF 1/8" TO 1/2 STONE a w ROOF DRAINS 4'- 6' DIA. x 2.5 DEEP -SEPTIC TANK LESS THAN 100 FROM WETLAND D UNSUITABLE MATERIAL WITHIN LEACHING PRECAST H-20 �-- _ REMOVE TOPSOIL AN N » (76': 24' VARIANCE REQUESTED) a N REMO ( ) 3/4 TO 1 1/2 STONE 4 DIA. DRAIN PIPE FIELD AREA DOWN TO "C3" HORIZON (BELOW EL= 30.7t - LEACHING CATCH DOUBLE WASHED �" 2' DIA SCALE SEE DOH #1 & 30.4t - SEE DOH #2) AND REPLACE WITH BASIN SLOPE --� PRECAST 3 4"TO 1 1 2" -PUMP CHAMBER LESS THAN 100' FROM WETLAND AS NOTED SAND FILL IN ACCORDANCE WITH NOTE #10. " a CONCRETE 2`=0 DOUSED WASHED STONE (91': 9' VARIANCE REQUESTED) DRAWING FILE '� DRYWELL 4C16894.dwg 360-18 A RESTRICTION BURY BOTTOM OFS DATE a FlL1ER FABRIC IN '- " '_ " '- " 6-10-08 GENERAL NOTES: 6' x 6" TRENCH 1 6 2 0 1 6 -THE 4' DEPTH OF NATURALLY OCCURRING PERVIOUS DRAWNBY SOIL MUST BE ABOVE MAXIMUM GROUNDWATER JRN 1. LEACHING BASIN TO BE SET IN CLEAN NATURALLY 5'-0" OCCURRING SAND (NOT FILL). ELEVATION. (REQUEST VARIANCE THAT 4 SUITABLE CHECKED BY CA INSPECTION NOTE SOILS BE BELOW MAXIMUM GROUNDWATER THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPEC11ON(S) ELEVATION) o OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. 0 INSTALLATION CONTRACTOR MUST N01IFY THE DESIGN -ENGINEERLEACHING CATCH BASIN DETAIL SILT FENCE DETAIL TYPICAL DRYWELL , -oh o PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON I HEREBY CERTIFY THAT THE CONDITIONS u (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) J�� ��` ° SHOWN HEREON ARE LOCATED AS THEY REQUIRED INSPECTIONS. o= `N EXISTED ON THE GROUND AS OF 5-13-08. v ROOF RUNOFF IS TO BE COLLECTED BY GUTTERS, 0 1421 DATE " i J v *C21,ol S NOTE: THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO DOWNSPOUTS, AND INTO DRYWELLS OR PROPOSED CAT( •� s '� - BASIN OR AS AN ALTERNATIVE, DRIP TRENCHES. °Pzss\°� `-' THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL O .`. q�D Sl7R��'I��. Eh � x CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND P.LS �` w 1 of ? SHEETS LOCAL BOARD OF HEALTH REGULATIONS. v A o PROJECT NO. C16894.00 w -" QASTAL DEEP OBSERVATION HOLE LOGS DATE OF TESTS: MAY 2, 2008 NO SCALE PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP ,per NGINEEMG IN THE C3 HORIZONS IN DOH # 1 AND DOH #2 (SEE SIEVE ANALYSIS) DEEP OBSERVATION HOLE 1 EL. = 40.20 WITNESSED BY : JOHN G. SCHNAIBLE, CEC 4MPANY, INC. DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER DONNA MIORANDI , HEALTH AGENT HORIZON TEXTURE MUNSELL 508 MOTTLING GROUNDWATER ENCOUNTERED ® 101" Cranberry Hwy.Orleans, 02653 SURFACE ��� G, c�o� 508.255.6511 Fax:508.255.670000 12" A LOAMY SAND 10 YR 2/2 NONE 12" - 36" B LOAMY SAND 10 YR 4/6 NONE PERC AT 30" AK w LOCUS Z �-- U • _ " FINE SAND ONE LOOSE N LO � / (� 36 66 ClC1 10 YR 6/6 N I y ' Flp NUE ti 66, - 114" C2 SANDY LOAM 2.5 Y 6/1 SOME 0 100" GROUNDWATER ENCOUNTERED AT A Q W I I y W OUAQUET FINE TO MED NONE LOOSE DEPTH OF 101" I // R LAKE o 114" - 1627 C3 SAND 2.5 Y 5/1 a I � MAP 214 I / BARNSTABLE, MA PARCEL 41 WO-1 100' FROM EDGE OF BOG � \ KEY MAP DEEP OBSERVATION HOLE 2 EL = 39.90 / N/F \ 4 DEPTH FROM SOIL SOIL SOIL COLOR' SOIL OTHER � / MARILYN BAKER 'C] I�POLE o NO SCALE w SURFACE HORIZON TEXTURE MUNSELL MOl'TUNG i - / g r 6 \ � rn 0" - 24' A LOAMY SAND 10 YR 2/2 NONE i 161 �� S76. ,. � - - - - -40- - \ 10' 0 £ con 24" - 36" E LOAMY SAND 10 YR 5 1 NONE PERC AT 30' Ln PROPOSED % 1p #2/POLPi 9 •0��� o I $ D a / BARLTATI1MIT �+ °0p' � MAP 214 ` o \ PLAN REFERENCES. z LOAMY SAND NONE a ... " - " PARCEL 41 10' •- ASSESSORS MAP 214, PARCEL 41-2 A g 8 OF WORK M� ;�'r �� �,F�`,, �hu 1 �,� —_. _. o '� I 36 48 10 YR 4,/6 � x< TOTAL AREA=23 400t S.F. ,.. "- et " Cl FINE SAND / NONE LOOSE J� k Gr l ;�. �C_ ca �� �" I Z PLAN BOOK 214,' PAGE 23 4 48 - 63 10 YR 6 6 wrS ASP o UPLAND AREA= 3,000t S. rn \ ',. J rt .7 • ��� wv 1 " C2 SANDY LOAM SOME 0 101" `� '�''� t :r� �rw/ ° , �� w \ o PLAN BOOK 147 PAGE 95 w 63 - 114 2.5 Y 6/1 GROUNDWATER ENCOUNTERED AT A `° z ors` : . c w \ a ' FINE TO MED. NONE LOOSE �1H OF 101" �- x� PROPOSED ' ��' °� \ PLAN BOOK 263, PAGE 61 114" - 162" SAND 2.5 Y 5/1 S ADDITI ?n APPROXIMATE v N I CRANBERRY BOG p Q PROPOSED 0 d F�0 d' _ � I PAVED I Z OR o� LOCATION SEWAG `+ a �ERygNG DISPOSAL SYSTIN ( �� DRIVEWAY I C oG \ PLAN BOOK 1, PAGE 53 A Z y /'� (SEE NOTE 8y (TO BE J z Ole ROOF". �`�.% �'/" fj• z / REMOVED) 1 F,p�F' Fps ft OVERHANG PROPOSED F IONS _ - ' ' - WWo FLOOD NOTE: DESIGN CALCULA T - --° < =- Q 2 "` —. t�.0.���-�,..'��`�/':wF N r f, ! � � �' i PROPOSED LEACHING RECHARGE BASIN FLOOD ZONES B AND C AS SHOWN ON , f, l' w (RIM �.00 �� FEMA FIRM PANEL #250DO1 0005 C DESIGN FLOW: 3 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 330 GPD o ! w /tr INV. IN EL 36.00) I oo- REVISED AUGUST 19 1985. 330 GPD X 200% = 660 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED ` ! / � a �- ! r .� R ORHA"` �PROPD$ED;r,' I ` DRIVEWAY MAP 234 \ �' LEACHFlELD AREA NEEDED: 330 GPD 0.37 = 892 S.F. c`� ,-�".� '` "' AIaDIAQN ,- x a / k Ito' x ,r � -''�' � �`� '�` �1. {� �u�a'�t r� �e �''.,25�'. � PARCEL 18W SUPPLIED LEACHFIELD AREA: (64'X14') = 896 S.F. oR,3 DATUM NOTE. � �a° �;tC�'t `��`,�',�r������"�`a� �` '��5 � � c� • /�Q � /�„ f�� {iT�� 's S �{ f '"+.... -n INSTALL: ONE 1 - 64'X14' DRIP DISPERSAL LEACHFIELD = 896 S.F. > 892 S.F. REQ'D. < �� '! Rfsy' ' l''` ' ' w \ I z ( ) ( ) �' <a.9 -�%' a /rm ' °� , n ELEVATIONS SHOWN HEREON ARE BASED z ONE ( 1 ) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED \ �� < oF�k ON THE NATIONAL GEODETIC VERTICAL w-10 �°� -!�% ! - ,- �$ a � � ° 9 \ 39 �, DATUM NGVD 1929 SEAL ONE ( 1 ) - 1500 GAL PUMP CHAMBER � � �!' $� ,��� �� , ' � � ( ) ONE 1 - PERC-RITE-15 GPM HYDRAULIC UNIT i .;/-'/ - ; "ROPpSED. ( ) ~� � � � ir r ra� � 3. IRf�GA ON,:-39 ° ` -x w-+e v - ,_ I � ��. �,°a r WELL-(p ROX),t/ � w 191 �" � vUr , LEGEND SIEVE PERCENT SIZE PASSING F q,� - v �, R�I , yF POLE , NOTE�` EXISTING ` ) q ,R EDGE OF\ a� ��' ,..r �; �a� #2/20 No. 4 100% WETLAND v r � 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 50 10x-100% ♦�38 OEOk 100 09�20X 0"co _ — �` \ ■ BOUND EDGE OF WETLAND i 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF 1200 OX-5X TIMBER STEPS +\ "o �A �� �-� BENCHMARK• ov THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT N.W. CORNER CONCRETE WALL m GAS VALVE x FENCE STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY oz t -.\, r �� COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST i _ �� ELEV. = 40.80 (NGVD 1929) T COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. -_ �38 �� IRRIGATION VALVE G GAS LINE*,a� �•� E GIN° �"� WI o .� �\ � � � SYSTEM COMPONENT, INSTALLER ° - - ' �+ 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL PROPOSED MeF \ �.. �3a� D4 — � SCARF A A � ,� TIMBER o�� \ � �\ \ � WATER VALVE —CAN— CABLE TV LINE p SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, SiL'A1UDlY ,� BULKHEAD \_ _ —y1 \ AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. Q�� BARRIFXAJMIT x " / ��ti \ UGHTPOST w— WATER LINE 4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE OF WORTS(EXCLUDING / c+ - - 40 - - CONTOUR IA. SCH 40 PVC SHALL BE 0.01 FT T. SOME LANDSCAPE PROPOSED �� �,� �y NOTED. THE MINIMUM SLOPE OF 4 D /F MInGATION) DRYWELL EDGE OF wAT 6 � \ ` -o- UTILITY POLE O a 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL � � FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF R \ � w-2 ` / %'�, \ —< GUY WIRE w-a WETLAND FLAG HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR w-3 � \ T CONSTRUCTION. \ o c �FQU,q PROPOSED O W 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS Q�/�T ^^ SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES q H CHANGES IN DESIGN. �F - - - - SILTATION BARRIER/LIMIT OF WORK O 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND ---'-.- ✓', UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE EDGE OF LAWN WORK AREA DURING CONSTRUCTION. Ear o LEACHING RECHARGE CATCH BASIN 8) THE EXISTING SEWAGE DISPOSAL SYSTEM (INCLUDING CESSPOOLS) SHALL BE P— PUMPED, FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED �W IRRIGATION WELL O WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN 20 10 0 20 60 U COARSE SAND. `' DRY WELL 9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE �`�' �j OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. >t inch = zo r� Q; H IF APPLICABLE: (THIS AREA IS SERVED BY TOWN WATER) a 10) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MASS. STANDARD VARIANCES: SEWAGE DISPOSAL SYSTEM rrw� MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN CAST IRON FRAME45% OF THE V THE FILL SHALL NOT, BY CONTAINGANY MATERIAL SHALL BE RETAINED ON LARGER THAN 2 INCHES.SIEVE. CELLAR & COVER TO FINISH TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS THE MATERIAL THAT PASSES THE I4 SIEVE SHALL MEET THE FINISH GRADE GRADE �-I FOLLOWING GRADATION REQUIREMENTS: `f 360-1 SETBACK REQUIREMENTS E" w 8' FRAME FILTER FABRIC OVER A 2" Z LAYER OF 1/8" - 3/4" FILTER FABRIC 1' x r x 4' WOODEN FINISH GRADE -LEACHING FACILITY LESS THAN 100' FROM WETLAND a 4" SCH 40 STONE STAPLE FABRIC S� 8 ON CENTER " Q m FILTER FABRIC OVER A 2 LAYER (82: 18 VARIANCE REQUESTED) v w SOIL REMOVAL NOTE PVC FROM " " u W ROOF DRAINS 4' 6' DIA. x 2.5' DEEP OF 1/8 TO 1/2 STONE -SEPTIC TANK LESS THAN 100' FROM WETLAND REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN LEACHING PRECAST H-20 �— 76': 24' VARIANCE REQUESTED N FIELD AREA DOWN TO "C3" HORIZON (BELOW EL= 30.7f - LEACHING(CATCH DOUBLE TO 1-1/2 STONE 4 DIA. DRAIN PIPE ( ) SEE DOH 1 & 30.4t - SEE DOH 2 AND REPLACE WITH BASIN DOUBLE WASHED SL 2' DIA scALE SAND FlIl IN ACCORDANCE WITH NONE #10. � �-- PRECAST � " -PUMP CHAMBER LESS THAN 100' FROM WETLAND AS NOTED CONCRETE 3/4 TO 1 1/2 91': 9' VARIANCE REQUESTED DRAWIIVGFILE 2-0 DRYWELL DOUBLED WASHED STONE ( ) C16894.dwg a BURY BOTTOM OF 360-18 A RESTRICTIONS DATE FILTER FABRIC IN ►- " ,- " " 6-10-08 GENERAL NOTES: 6" x 6" TRENCH 1 6 2 0 1 -6 -THE 4' DEPTH OF NATURALLY OCCURRING PERVIOUS DRAWNBY o SOIL MUST BE ABOVE MAXIMUM GROUNDWATER JRN INSPECTION NOTE 1. LEACHING NB SIN TO BE SET(NOT FlLLIN CLEAN NATURALLY 5'-O" ELEVATION. (REQUEST VARIANCE THAT 4' SUITABLE CHECKED BY OCCURTHE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTIONS) SOILS BE BELOW MAXIMUM GROUNDWATER OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. ELEVATION) o INSTALLATION LATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER LEACHING CATCH BASIN DETAIL SIL T FENCE DETAIL TYPICAL DRYWELL u :� o PRIOR TO THE START OF INSTALLA11ON FOR DISCUSSION ON NOT TO SCALE I HEREBY CERTIFY THAT THE CONDITIONS (NOT TO SCALE) ( ) 1 ~v ' REQUIRED INSPECTIONS. ( ) s� NOT TO SCALE n� ��� ��' � SHOWN HEREON ARE LOCATED AS THEY o; kt EXISTED ON THE GROUND AS OF 5-13-08. v NOTE: ROOF RUNOFF IS TO BE COLLECTED BY GUTTERS, 142 k DAIS ` I J C2*1,ol THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO DOWNSPOUTS, AND INTO ORYWELLS OR PROPOSED CATCH s u THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL BASIN OR AS AN ALTERNATIVE, DRIP TRENCHES. �FEss`° tom. CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND suRv '�� P.LS �` w I 2 SHEETS LOCAL BOARD OF HEALTH REGULATIONS. A G PROJECT NO. 'w v C16894.00 19'-9 42'-T' A NEW ATLANTIS STAINLESS D1 P.T.2 x 10 LEDGER BOARD LAG BOLTED TO STEEL CABLE RAILING SOLID BLOCKING W/(2)LEDGERLOK BOLTS 16"o.c.W/JOISTS HANGERS AT BOTH_ENDS EXIST. ►V 0/c, DINING W/ATLANTIS S.S.CABLE 4 x 4 AZEK CASED POSTS BENCH BENCH COMPOSITE DECKING RAILING SYSTEM DN. v 19'-9"t 13'-G't v o C�� Z?f to PT (EXISTING) (EXISTING) * EXIST. 2-P.T 2 x 10's @ 16"o.c. 3<P�': -lac-12's-W/--. At --— — — — — — — — — — — — —. — — — — 1 x 12 AZEK FASCIA 2,43N co RE-BUILT o EXIST. P.T.6x 6 POSTS ON 12 DIA CONCRETE DECK SONOTUBES W/4*DIA.BIGFOOT FOOTING BASEMENT UNDERNEATH.USE SIMPSON S.S.ABU 66 RE-BUILT POST BASE&S.S.BCS2-3/6 POST CAP, EXIST. EXIST. DECK CASE POSTS W/AZEK. L EXIST. Z (NEW PROCELL DECKING) __ U5E 1,pz� r�Ic r s OFFICE �-�++ N � DN. N b i INSTALL STONE UNDER FOOTINGS TO 25'-1 `* A DEPTH OF 17'W/FILTER FABRIC Y (EXISTING) UNDER DUE TO DEPTH OF WATERTABLE E.Kj!>-rrNG ZSQus coticQ-ETA. F'P�015 tNtoQ(F:jco AS'bu,L;r iN Ft o-t lam Ake J1 1 EXIST. 4'-a' EXIST. EXIST. A BUILDING SECTION @ RE-BUILT DECK t EXI .C�.o S. i i D1 EXIST. DINING m NOTES: N 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, DECK PLAN DETAILS, & FINISHES IN THE FIELD WITH OWNER 3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, SEVENTH EDITION a'a' 4.) 110 MPH EXPOSURE C WIND ZONE, 5.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 6.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS TO BE 3000 PSI 42'-7" ol (LOWER DECK) (UPPER DECK) P.T.6 x 6 POSTS ON 17 DIA.CONCRETE 6'-7" 6'-7" 6'-T' T-2" 7'-1" T-1" 7'-1" T-1" T-1" SONOTUBES W/14' DIA.BIGFOOT FOOTING USE EXISTING CONCRETE UNDERNEATH. USE SIMPSON S.S.ABU 66 PIER FOOTINGS, FASTEN POSTS TO FOOTING W/SIMPSON S.S. A POST BASE&S.S. BCS2-3/6 POST CAP ABU 66 POSTS BASE.EXIST. EfAfA z Cj� �C 1© PT CASE POSTS W/AZEK. DEPTH IS 36"DEEP I— o T 'vD1 2's BST: 2s- L_ -vx 10's @ 16'O.C. ol UP * (EXISTING) (EXISTING) b x N n H a N O 2"-P:T-2-x 10's @ 16"-o.c. �- 6!� -��of>��c 2 lC� I- l'Z'' O� 02 2. :� 1 ', 'P � � o� MARK A. McKENZIE — — — I u H Z tFZ 2-P.T.2 x 1 T1/ a g (Le�Jt L w / 3/® EXIST.�a �� ' EXIST. iONA_- BASEMENT BASEMENT 25'-1" (EXISTNG) IA-;, OF 1x4 s IV/ wMaTA-T1611-1 1N 2-P.T. 2 x 10 P.T.2 x 10 LEDGER BOARD LAG BOLTED TO P.T.4 x 4 POSTS ON 17 DIA CONCRETE SOLID BLOCKING W/(2)LEDGERLOK BOLTS SONOTUBES W/24" DIA,BIGFOOT FOOTING 15;o.c.W/JOISTS HANGERS AT BOTH ENDS UNDERNEATH. USE SIMPSON S.S.ABU 44 e POST BASE&S.S. LCE4 POST CAP EXIST. 0 CASE POSTS W/AZEK. BASEMENT 0 x ` / N �y d x DECK FRAMING PLAN- THEFOR : S C A L.E � DESIGNER SHALL BE NOTIFIED IF ANY p WIG. N 0. COTUIT BAY D S GN, L ERRORS OR OMISSIONS ARE FOUND ON NEW THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 43 BRE WSTER ROAD /4„ = 1 I—o WILL BE RESPONSIBLE FOR THE CONTENT (� I IN THESE DRAWINGS IF CONSTRUCTION MASHPEE ,MA. 02649 COMMENCES WITHOUT NOTIFYING THE .000 CHRISTODOULO RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. PH. (508) 274-1166DATE- THESE DRAWINGS ARE SOLELY FOR THE US OF THE OWNER NOTED ANY OTHER USE OFE FAX (508) 539-9402 THESE DRAWINGS REQUIRES THE WRITTEN D 11 271 PLEASANT PINES ROD CENTERVILLE , MA 6 /19 /2009 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990.