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Home My WebLink About0237 SEAPUIT ROAD 3 r i ,4 ,� __ ►�� v;- :�. - >. .. "'-�aa"^` .- ,._ ,..�. �;.'��?•�....+,�u-�.tea.. �....... .-� ..T �� i o � v a B s J U 0 .f W i � � � � �� 1 � _ � � � 4 � � � .��' t � <<� _ � � L. r .. � � Bowers, Edwin From: Grossman, Michael <mgrossman@commfiredistrict.com> Sent: Thursday, October 12, 2017 8:34 AM To: Bowers, Edwin; Lauzon, Jeffrey Cc: Shea, Sally Subject: FW: 237 Seapuit Road Michael G. Grossman, Fire Prevention Officer Centerville-Osterville-Marstons Mills Dept. of Fire-Rescue&Emergency Services (508) 790-2375 ext. 1/Fax: (508) 790-2385 r Yn J From:Grossman, Michael Sent: Wednesday, September 20, 2017 12:02 PM To:edwin.bowers@town.barnstable.ma.us; Lauzon,Jeffrey<Jeffrey.Lauzon @town.barnstable.ma.us> Cc: 'Shea, Sally' <Sally.Shea@town.barnstable.ma.us> Subject: 237 Seapuit Road Passed smoke/CO inspection on'9/15/17 Michael G.Grossman, Fire Prevention Officer Centerville-Osterville-Marstons Mills Dept. of Fire-Rescue &Emergency Services 1 i (508) 790-2375 ext. 1/Fax: (508) 790-2385 �t I 1 t I , i I 2 U.S. DEPARTMENT OF HOMELAND SECURITY ©U b �L Federal Emergency Mana ement Agency OMB No. 1 ate: Nob 9 Y 9 9 Y Expiration Date: November 30,2018 National Flood Insurance Program TOWN OF BARNSTABL ELEVATION CERTIFICATE Important:Follbw the:instructions�onpages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name "s!FT~ , ..». Policy Number: Donald Coleman,Trustee of the 237 Seapuit Road Realty Trust, A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number: 237 Seapuit Road City State ZIP Code Osterville Massachusetts 02655 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Assessors Map 95, Lot 14(Land Court Certificate No. 194885) A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Residential Addition A5. Latitude/Longitude:, Lat.41.6326 Long.70.3975 Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2,770 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adja nt grade 4 c) Total net area of flood openings in A8.b 3,200 sq in r,,' Yes d) Engineered flood openings? x T— [] ❑ No TM A9. For a building with an attached garage: ,� .. w a) Square footage of attached garage sq ft h3 m w b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in. d) Engineered flood openings? []Yes Q No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State Town of Barnstable-250001 Barnstable Massachusetts B4. Map/Panel B5.Suffiix_ B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 25001 CO544 J 07/16/2014 07/16/2014 AE 12 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 f ELEVATION CERTIFICATE OMB No. 1660.00.08 Expiration Date:Novem0e00,�2018 IMPORTANTnin these spaces,copy"the corresponding Information from Section A: FOR INSURANCE.COMPANY USE Building Street Address(including Apt,:Unit,.,Suite;and/or Bldg; No.)or P.O Route an&Box No. Policy.Number: 237 Seapuit Road . City State ZIP Code; Company NAIL Number. O:sterville' _ .. . ;Massachusetts 02.855. SECTION C-'BUILDING ELEVATION'INFORMATIQN{SURVEY REQUIRED} C1.:Building elevations are based on 0 Construction Draviings* Q<Building Under Construction' Finished Construction *A new Elevation Certificate iadl,be required when construction of the building is complete: C2. Elevations Zones Al=A30,AE'rAH;A.(with BFE)„VE,V1-V30,V(with BFE),AR,.AR%A,AR/AE AR/A1-A30,AR/AH„AR/AO: Complete,ltems C2:a—h below.according to the building diagram specified.in Item A7.1n.Puerto Rico only,enter meters. Benchmark Utilized.:. RTK/GPS 'Vertical•Datum: NAVD'68 Indicate elevation datum.used forahe elevations in items'6)►hrough h):below;_ QGVD 1929.Q N ;NAVD� ' Other/Source: .. .. . 1988 Q Datum used for building elevations must-be the same,as;that used iorthe BFE.. Check the measurement used. a) Top of bottom floor(includ,ing basement;crawlspace,;or enclosure floor) 4. 7 Qx feet Q:meters b) Top of the nezt.tiigher.•.:floor Qx feet Q;meters ❑ c) Bottom of the.lowesthorizontal structuratmember V Zones,only) N/A feet: Q:meters- x d) Attached garage(top of slab), N/A., 0,,feet C].meters. e) .Lowest elevation,of machinery or equipment servicing•the building 12,,5' QX feet . Q::meters (Describe type of equipm,ent,and location in Comments) Q. Lowest adjacent.(fimshed)grade next to,building(LAG): 4;161 9 feet El meters g) .Highest adjacent(finished)grade.next to:building{NAG), 1_4 4 ❑x.feet Q::meters . h) Lowest adjacent grade at Iowe_st elevation of.deck'or stairs,including :,Qx feet ❑ meters structural support :. SECTION R SURVEYOR,ENGINEER,OR`ARCHITECT CERTIFICATION. This certification.is to be signed and sealed by a.land surveyor,engineer,or'architect.authorized by`law,tio certify elevatlon information. . i certify That the information on this Certificate,represents,my best efforts;to interpret the:data:available..l undecsfand`tltatany false. statement maybe punishable by or imprisonment under•f8 U.S:,Code; Section 100.1.. Were latitude and longitude in Sectwn A:provided by.aaicensed.'land surveyor? Z Yes .Q No []Check here if attachments. Certifier's.Naine: License Number- John LChurchill Jr PE,-PLS PLS: ,48066 Title µ OF MASSA President a� cyGJF CompanyName � P.l JC Engineering;anc U H Address �o 8t3 2054 Cranberry.Highway s F .S1E City State ZIP."Code _._. East Ware ha Massachusetts 02538: Signature Date Telephone71 /! 09/25/2017 . (508)273-0377 Copy pages of this Elevati er to and all'attachments for community official;(2)insurance,agent/company;and(3)building owner. ;>Comments(including type e";.pment`aad location,per,C2(e), IPapplicable) The,addition has two(2)°A/ condensefs`located`adjacent_to the�addition on the ezterid.:60ht`side. Bottom of condensers at;EL.=12.5' NAVD 88.. FEMA Form.086-0-33(7/1`5) Replaces all previous editions. Form Page 2 of 6 i ELEVATION CERTIFICATE OMB No. 1 ate: Nob Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 237 Seapuit Road City State ZIP Code Company NAIC Number Osterville Massachusetts 02655 SECTION E-BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El-E4, use natural grade,if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet F]meters ❑above or []below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is []feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5: Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owners Authorized Representative's Name Address ! City State ZIP Code Signature i Date Telephone Comments • I C I ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 'ELEVATION CERTIFICATE OMB No. 1660-0008Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 237 Seapuit Road City State ZIP Code Company NAIC Number Osterville Massachusetts 02655 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction [] Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e), if applicable) I ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 237 Seapuit Road City State ZIP Code Company NAIC Number Osterville Massachusetts 02655 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and'Rear View'; and, if required, 'Right Side View"and "Left Side View." When applicable, photcgraphs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption Front View(picture taken on 9-22-17) J� :+y � I es z Photo Two Photo Two Caption Rear View(picture taken on 9-22-17) FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 237 Seapuit Road City State ZIP Code Company NAIC Number Osterville Massachusetts 02655 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. d � r k. r4 e; Photo One Photo One Caption Left Side View(picture taken on 9-22-17) nE Y 3 J t k Photo Two Photo Two Caption Y Right Side View(picture taken on 9-22-17) FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 Town of Barnstable Building s Card So That-i�Is Visible From the Street Approved Plans Must be`Retained on Job and this Card`Must;[ie Kept: • ,Un Aell , I Post 0 PostedPermit Permit No. B-2015-09062 Applicant Name: SILVIA, RONALD J. Map/Lot: 095014 Date Issued: 02/09/2016 Current Use: 1010 Zoning District: RF-1 Permit Type: Addition/Alte ration-Residential Expiration Date: 08/09/2016 Contractor Name: SILVIA, RONALD J. Location: 237 SEAPUIT ROAD,OSTERVILLE Bt. Project Cost $900,000.00 Contractor License 16932 Owner on Record: KOLEMAN, DONALD TR 'Permit'Fee $4,640.00 Address: 40 LONGMEADOW ROAD Fee Paid: $4,640.00' PORTSMOUTH NH 03801 Date: 2/9/2016 Description: LOWER GARAGE,GROUND LEVEL GARAGE,SECO.ND.FL.2.BEDRMS 2 1/2 BATHS, KI-T HEN,&LIVING AREA Project Review Req Building Official This permit shall be deemed abandoned and invalid unless the work authorized this Permit it com` en6eckWlthin...six m.onths after issuance. All work authorized by this permit shall conform to the approved application-aryd the tapp-e-oye&coristructiori doc6rijehts.for'Which this permit has been granted. All construction,alterations and changes of use of any building and structures shall beiK compliance*'w-ith'the'-I'ocaI z'c.;hJnd'by-:Ia*ws*.and codes. This permit shall be displayed in a location clearly visible from access street,orrbad and shall be maintained open for:p.ublic inspection on for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures'bV.t.he.Building and Fire.Officials are provided on t.his'pe a e.mit. 6% —116 Yle-1 Minimum of Five Call Inspections Required for All Construction Workf. 1.Foundation or Footing AL�A-<4t-RO 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue'l.in.ing is installed 147 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation -2 7.Final Inspection before Occupancy c4r Jf� V. Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. 5.1 h Work shall not proceed until the Inspector has approved the various stages of construction. 0/-- -7 "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in IVIGL c.142A). 1AC-14"7 C)/(- Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RIECIPIENT—�T,,1 57-10 TOWN�OF BARNSTABLE BUILDING PERMIT APPLICATION Map ®!5' Parcel 01 4- Application # ,?D S 9 D Health Division � Date Issued Conservation Division Application Fee 1P570 Planning Dept. Permit Fee ®. - — Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 2,31-7 MRAT ROAD Village GSTE:bylal Owner -KO Lg JqA A DQ!\IALIP r . Address 40 �1E�dy"(r,/�%t��lp 6�tJl RMAJ") g r 1 5i .prv77-(' .I��GN Off; pW Telephone .J10ir_ !M¢�D Y ��3 , Permit Request LQUAR GA EA "Qk) t'&V E1-U .AGE, SEWN, LOD A RAMM KIrcff, Ea�D s k v v tx 7,& Ai,a�4 Square feet: 1 st floor: existing y�S proposed 0 2nd floor: existing 37N. proposed Total new IOL57 q Zoning District -'J Flood Plain x Groundwater Overlay &P, Project Valuation 300 000,°0 Construction Type G0000 ,Lot Size 41i 01 AMS,, Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. :>YS._ f . Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure A004 Historic House: ❑Yes No On Old King's Highway: ❑Yes ',,X No Basement Type: XFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Qtcq. !Qlc/ E�Ti?jc_ Basement Unfinished Area (sq.ft) 13,`0 EXIsr;g Number of Baths: Full: existing A new 2 Half: existing , new J Number of Bedrooms: 7 existing R_new t Total Room Count (not including baths): existing newer_First Floor Room Count Sr Heat Type and Fuel: �f Gas ❑ Oil ❑ Electric ❑ Other y Central Air: Yes O No Fireplaces: Existing New 0 Existing wood/coal stove: ❑Yes (No Detached garage: ❑ existing ❑ new size—Pool:Xexisting ❑ new size _ Barn: ❑ existing U new size_ DUILDINC D.EP3 Attached garage:X existing )4 new size 4 Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ DEC 312015 Commercial ❑Yes ❑ No If yes, site plan review # TOWN OF BARNSTABLE Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1Z01q/LL'1J �' SI LVI/ Telephone Number ,T6,0 -$DO c2l?6 3 Address 1 a A34 tIAI N ST License # r S-01 bJ 3 a (5 STC-ZVI UX M A Home Improvement Contractor# /o f 6 Z Email R.S I LVI A9? S I LVI A A N D 5 !LV l A .COW( Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN To BOVENE SIGNATU DATE FOR OFFICIAL USE ONLY c APPLICATION# DATE ISSUED MAP/PARCEL NO. . ADDRESS VILLAGE ` OWNER DATE OF INSPECTION: FOUNDATION , FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I F+� h . xis �N s� T U........................................_.......... ...... ..... ...... ...... ..... ..... ............................ :......................`..a................................................. ....... G- 1fo .... 3 q �' ow N.EW...n ..lit. ... .... 7 a ..... ...... ...... ..... ..... ...... ...... .... ...... . ..... ... ..........:.... ....:.... ....:.... .... .... / : : : : : : : : : : : : : y)" %�:: ....:.... .._;.... / V . . . . . . . . . : : .... ..... ..... ..... ..... ..... ...... ...... ..... .... ...... ..... ..... ...... ...... ... . .........:.... .._:.... .............:.............:..............:......... ..... ......................... ..... ..... ...... ..... ..... ...... ...... ..... ............................ ..... ........................... ..... ..... ..... ...... ..... ...... .......................... ..... ...... ......-... .... ............................:........... ......... ...... ...... ....................... ...... ..... ...... ...... ...... .... ...... ..... .... ...... ..... ..... .... ...... .... ..... •Port Orford Cedar •Red Cedar •Flooring •Dutch Boy Paint •IPE Decking •Poplar •Marvin Windows •Pneumatic Fasteners •VG Fir •Cypress •Millwork •Bosch Power Tools •Andersen Products The Wood Lumber Company 81 Locust Street Falmouth,Massachusetts 02540 508-548-3154 • Fax 508-457-1189 www.woodlumbercompany.com Providing Quality Materials Since 1912 0 Commonwealth of MR ss�.ehosetts . �_NSheet Ietal Permit Date: I C/Oi Permit �S Estimated Job Cost: $ _ga �� `� permit Fee: $ Plans Submitted: YES r/ NO Plans Reviewed: YES NO Business License# (z Applicant License# Business Information: Property Owner/Job Location Information: Name: ra r a 6 Name: Street: ((0 l3w.�oe vat 5 Street:. City/Town: rya hn,,` City/Town:' l0 f l� Telephone: _01 c7 cl T e lioiie: Photo I.D. required/Copy of'Photo I.D. attached: YES NO Staff Initial Dm_ -unrestricted license .J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family Multi-family U/ Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. V over 10,000 sq. ft. Dumber of Stories: Sheet metal work to be completed: New Work: l/ Renovation: HVAC U/ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: �O CWfi?(i 02Y1' ck k &e VA Y��Y Q/�c►t'yYt.?►+.'�" 1l/ c tit tL Q vi oC L�/�� INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112 Yes ❑ No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy [v]� Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box❑,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final I[nspec>tion Date Comments Type of License: By aster Title ❑ Master-Restricted Cityrrown ❑Joumeyperson Signature of Licensee Permit# ❑J o u m eype rso n-Restricted License Number: Fee$ Check at www.mass.gov/dpl Inspector Signature of Permit Approval Departme.7y of 1ndusmaal Accidents Offaee.o f In-pestigsd®fzs ' 600 Washington 5)treet } Boston,M 02111 www-mass.govldia ' Workers' ComiPensation Lusurkaee Affldavlt: Lauder-/Contractors/Electije /pllum]bers Applicant Information. Please Print Le ° l Name(Business/orgmization/3ndividud):. Adt Tess: n 4 0 9- S Ad-L k CL (tn� j City/State/Zip: /�.�6 �O GO L Phone.#: - a 1�O Are you an employer?Check the appropriate box: Type of p�opect(required):"1.® I am a employer with •4• ❑ I am a general contractor and I 6 []New construction . employees(full and/or part-:fime).*• have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- Listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. []Demolition working for me many capacity. employees and have workers' 9. Buildiu addition [No workers' comp.insurance camp.insarance.t' g required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions '3.❑ I am a homeowner doing all work officers have exercised then 11.❑Plumbing repairs or additions u4seli. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] -Any applicant that checks box#1 mnst also fill oat the section below showing their workers'compensation policy informatim. t Homeowners who submit this affidavit indicating#hey are doing all work and then hire outside cont=tm must submit a new affidavit indicating such. !Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-conlractom have employees,they must provide their workers'comp.policy number. I apt an employer that is providiv workers'compensation insurance,for my eaaaployees. J�elMv is thepohcy and job site information. Insurance Company Name A)i he1 In.,, l xT n,Ql(1raC�_i Policy#or Self ins.Lie.P. q7,• p2 Q Expiration Date. Lo , I I Job Site Address: a� �GG�}9{�,1 / Q� (/1 V �� City/State/Zip= of /')')�ID Attach a copy of the workers'compensation policy declaration.page"(sbow1nc,the policy number and expiration date). Failure.to secure coverage as required under Section 25A ofMCTL c. 152 can lead to the imposition o£criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP FORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Oface of Investigations of the DIA for insurance coveza e verification. I do hereby cerizfy u er a' s nailties of perjury that the infarmadon provaileal ab ove is trade and c' Si atuie: / 5/Phone# �� - a G o 53 Official use ono;. Do not;,rite in ais area,to be completed by city or town offaciaL City or Town: PermitlLlcense# 'Issuing Authority(circle one): .1.Board of Health 2.Buildiug Departonent 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: CERTIFICATE OF LIABILITY INSURANCE FD3�2i�2o ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Allana Notaro NAME: Murray & MacDonald Insurance Services, Inc. PHONN M (508)540-2400 FAAX No:(508)289-4111 550 MacArthur Blvd. E-MAIL DDRESS:allana@riskadvice.com A INSURERS AFFORDING COVERAGE NAIC# Bourne MA 02532 INSURERAArbella Mutual Insurance 17000 INSURED INSURER B Braga Bros Plumbing & Heating Inc. INSURERC: 2 Mountwood Road INSURERD: INSURER E: Marstons Mills MA 02648 INSURERF: COVERAGES CERTIFICATE NUMBER:16-17 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE jM%ADDD$UBD POLICY NUMBER MMIDDY/YYYY M EFF M/DD� LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE ❑X OCCUR DAMAGEPREMISES Ea occurrence $TO RENTED 50,000 9520052701 01 3/1/2016 3/1/2017 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO- ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident A ANY AUTO BODILY INJURY(Per person) $ 1,000,000 ALL O SCHEDULED AUUTOSS AUTOS 1020052173 3/1/2016 3/1/2017 BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident) ccident $ Undednsured motorist BI split •$ 100,000 X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED X RETENTION$ 10,000 NEW UMBRELLA 3/1/2016 3/1/2017 $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N I A A (Mandatory In NH) 4220052770 01 3/1/2016 3/1/2017 E.L.DISEASE-EA EMPLOYEE $ 500,000 If as,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE S Harrington, CIC/SMH ' 'a"r~ ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 f901401) i s �4 Town of Barnstable Regulatory Services MAMreais, 16yy. ♦� Thomas F.Goiter,Director Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 - www,townkarnstable,ma.us Office: 508-862-4038 Fax: 508-790-6230 Property owner must Complete and Sign'Phis Section - �f 'sing A Builder I, 1 as Owner of the subject property hereby authorise (7_ PX V YG�G� YQp 5(05,-P/VC to atrt on ray behalf, in all matters relative to work authorized by this building pem:lit, ��Rdd,, C�S�Pr) **Pool fences and alarms are the responsibility of the applicant. Fools are not to be filled before fence is installed and Pools are not t P a be _ utilized until all final inspections are performed and acce ted. ignatare of Ownex Signature o£_A.pplicant RCIV)CI �� -�I' I V l G PY- b q Print Name Print Name E Date Q:FORM&OWNERPERWSSIONPOOLS 4 Page 1 Residential Heat Loss and Heat Gain Calculation 10/1/2016 In accordance with ACCA Manual J Report Prepared By: Braga Bros. Plumbing & Heating Air Conditioning For: S&S-Ganns 237 Seapuit rd Osterville, MA Design Conditions: Cape Cod Indoor: Outdoor: Summer temperature: 68 Summer temperature: 90 Winter temperature: 74 Winter temperature:- 0 Relative humidity: 55 Summer grains of moisture: 100 Daily temperature range: High Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 4,249 sq.ft. 87,154 6,275 93,429 147,904 ( 8 tons ) First Floor Garage 54,860 3,599 58,459 98,519 All Rooms 2,400 sq.ft. 54,860 3,599 58,459 98,519 Infiltration 2,846 3,599 6,445 14,358 -Tightness: Best; Winter ACH: .3 ; Summer ACH: .2 Floor 2,400 sq.ft. 0 0 0 0 -Over conditioned space N Wall 556.5 sq.ft. 688 0 688 2,471 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Door 94.5 sq.ft. 1,149 0 1,149 4,126 - Metal; Fiberglass; No storm Door(2) 94.5 sq.ft. 1,149 0 1,149 4,126 - Metal; Fiberglass; No storm Door(3) 94.5 sq.ft. 1,149 0 1,149 4,126 -Metal; Fiberglass; No storm E Wall 446.5 sq.ft. 552 0 552 1,982 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 27.5 sq.ft. 2,002 0 2,002 1,009 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 27.5 sq.ft. 2,002 0 2,002 1,009 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(3) 27.5 sq.ft. 2,002 0 2,002 1,009 -,,Double pane; Vinyl frame; Clear glass i Page 2 S&S-Ganns 10/1/2016 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) - No inside shading; Coating: None (clear glass); No outside shading. Window(4) 13 sq.ft. 946 0 946 477 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Door 18 sq.ft. 219 0 219 786 - Metal; Fiberglass; No storm S Wall (2) 757.5 sq.ft. 936 0 936 3,363 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 27.5 sq.ft. 1,067 0 1,067 1,009 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 27.5 sq.ft. 1,067 0 1,067 1,009 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(3) 27.5 sq.ft. 1,067 0 1,067 1,009 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. W Wall 461 sq.ft. 570 0 570 2,047 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 27.5 sq.ft. 2,002 0 2,002 1,009 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 27.5 sq.ft. 2,002 0 2,002 1,009 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(3) 22 sq.ft. 1,602 0 1,602 807 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(4) 22 sq.ft. 1,602 0 1,602 807 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Ceiling 2,400 sq.ft. 28,241 0 28,241 50,971 - Under ventilated attic; Wood decking, no insulation; Dark Second Floor Apt 32,294 2,676 34,970 49,385 All Rooms 1,849 sq.ft. 32,294 2,676 34,970 49,385 Infiltration 1,207 1,526 2,733 6,090 -Tightness: Best; Winter ACH: .3 ; Summer ACH: .2 Duct 2,936 0 2,936 4,490 -Supply below 120; Exposed to outdoor ambient; R-6 People 5 1,500 1,150 2,650 0 Miscellaneous 2,400 0 2,400 0 Floor 1,849 sq.ft. 1,198 0 1,198 7,115 -Over garage or open crawl space; Hardwood or tile; R-19 (4 -6.5 inch) I. i Page 3 S&S-Ganns 10/1/2016 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) N Wall 342 sq.ft. 423 0 423 1,518 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window . 22.5 sq.ft. 535 0 535 826 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 22.5 sq.ft. 535 0 535 826 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. E Wall 358 sq.ft. 442 0 442 1,590 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 8 sq.ft. 582 0 582 294 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Door 21 sq.ft. 238 0 238 855 -Wood; Hollow; No storm S Wall 342 sq.ft. 423 0 423 1,518 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 22.5 sq.ft. 873 0 873 826 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 22.5 sq.ft. 873 0 873 826 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. W Wall 259 sq.ft. 320 0 320 1,150 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 18 sq.ft. 1,310 0 1,310 661 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 18 sq.ft. 1,310 0 1,310 661 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(3) 8 sq.ft. 582 0 582 294 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Glassdoor 42 sq.ft. 3,058 0 3,058 1,713 -Sliding glass door; Double pane; Wood or vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Glassdoor(2) 42 sq.ft. 3,058 0 3,058 1,713 - Sliding glass door; Double pane; Wood or vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Ceiling 1,849 sq.ft. 8,491 0 8,491 16,419 - Under unheated room; R-7 (2 -2.75 inch); Dark YMsidential 4. sp y HVAC Com t ystems Lta6,275 93,429 888 MAM Load calculations are estimates only,actual loads may vary due to weather and construction differert ..tons ) C.JLJ (f. . I I I \ \ I I ATTIC I / / j El o O _ : . , _!1 107 f6' F l� LAUNDRY i BA ROOM io 12'-52' 32' 8'-51 8'-2' - AN to N KITCNE_N%, v ip BEDROOM B 00 TWO .. 0 (° 2 24'-4' 9 1-22 N 2° � 14'-O° v 4 112 v DINING 4 N ABE)ROOM O LIVING V Jy° N J BA RO A ONE I _ - N M 1 l 1 J 114 FOUR 5'-�° 5'-7° 5'-v SEASON — 22'-21° 2 15'-7° _ 12'-22' — — — — — — — — — — — — I Z10 $ Q ;L . a 4r 0/ i • D q j • r j C1� S 1 _ 3 6 �o c 8 N ^ Y H X `� Generated by REScheck-Web Software Compliance Certificate Project Energy Code: 2012 IECC Location: Osterville, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 237 Seapuit Road Silvia and Silvia LLC Osterville, Massachusetts PO Box 430 Osterville, Massachusetts !Compliance: Passes using UA trade-off Compliance: 4.9%Better Than Code Maximum UA: 244 Your UA: 232 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. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Cathedral 2,980 38.0 0.0 0.027 80 Wall:Wood Frame, 16in. D.C. 989 20.0 0.0 0.059 34 Window:Wood Frame, 2 Pane w/Low-E 315 0.280 88 Door: Solid 21 0.280 6 Door: Glass 84 0.280 24 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 2012 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Report date: 01/08/16 Data filename: Page 1 of 8 i .i REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 ;documentation demonstrate ❑Does Not [PR111 ;energy code compliance for the :building envelope. ❑Not Observable ❑Not Applicable 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 :lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable :dwelling units must demonstrate ;compliance with the IECC 'Commercial Provisions. 302.1, Heating and cooling equipment is;, Heating: ; Heating: ;❑Complies 403.6 sized per ACCA Manual S based 1 Btu/hr ' Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA 8 Manual J or other methods ; Cooling: i Cooling: ;❑Not Observable J pp y ; Btu/hr Btu/hr approved b the code official. �:❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/08/16 Data filename: Page 2 of 8 Section # Foundation Inspection Complies? Comments/Assumptions &Fteq.ID , 303.2.1 A'protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below grade. :❑Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not w ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) j Project Title: Report date: 01/08/16 Data filename: Page 3 of 8 i Section Plans Verified Field Verified # Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, ;;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 :❑Not Applicable [FR2]1 ; 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or 'taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not instructions. ❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not 0 AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable :400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm 10 leakage at 75 Pa. ❑Not Observable []Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies ; [FR12]1 :insulated to >_R-8.All other ducts R R_ ❑Does Not ® :in unconditioned spaces or ;outside the building envelope are: ;❑Not Observable :insulated to aR-6. : ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 :air handlers,and filter boxes are ❑Does Not ;sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not U ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- ; R- ;❑Complies [FR17]2 above 105 QF or chilled fluids :❑Does Not below 55 QF are insulated to aR- I ;❑Not Observable ❑Not Applicable 403.3.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 >R-3. :❑Does Not lJ ;❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: Report date: 01/08/16 Data filename: Page 4 of 8 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions Sm Req.ID 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air E ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/08/16 Data filename: Page 5 of 8 Section Plans Verified Field Verified # Insulation Inspection - Complies? Comments/Assumptions & Req.ID Value Value' 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ' ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a' R- R- ',❑Complies ;See the Envelope assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass UNot Observable requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 !manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I i 1 High Impact(Tier 1) 1-2-1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/08/16 Data filename: Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ❑Does Not I table for values. 402.2.2, ; Steel 402.2.6 ❑ ❑ Steel :❑Not Observable [FI1]1 I ;❑Not Applicable jVW 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every ® ;300 ft2. ❑Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation >_R-value of the ;❑Does Not adjacent assembly. ❑Not Observable ' I ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 Iach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ; [FI4]1 i cfm/100 ft2 across the system or ft2 ft2 ❑Does Not ® <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable Itests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 :Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Fl9]2 installed on forced air furnaces. ❑Does Not J ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. -]Does Not gJ ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not V accessible manual controls. ❑Not Observable ; ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not :fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 01/08/16 Data filename: Page 7 of 8 Section Plans Verified Field Verified # Final Inspection-Provisions Complies? Comments Assumptions & Req.ID Value Value 404.1.1 Fuel gas lighting systems have ❑Complies ; [FI231]3 no continuous pilot light. ❑Does Not ; ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]z ❑Does Not U ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not tJ systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: it 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 01/08/16 Data filename: Page 8 of 8 a r 2012 IECC Energy Efficiency Certificate 'Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.28 Door 0.28 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments j Town of Barnstable Regulatory Services Richard V. Scali,Director &UMSTABLFT ' BuildingDivision BABNSTABLE i639• ♦0 '°iEo�,,prA Thomas Perry, CBO 573 Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 January 22, 2016 Mr. Ronald Silvia 1284 Main Street Osterville,MA 02655 Re: 237 Seapuit Rd., Osterville Dear Mr. Silvia, Application has been made for an alteration/addition at the above referenced address. Information is missing and must be supplied before the process can continue. Only 2 sets of plans were submitted,there were no framing or insulation plans, and the living area above the garage must have 2 ways out or eliminate the kitchen. If you have any questions,please contact this office. Sincerely, Paul Roma Local Inspector oFTay,� Town of Barnstable 0 Regulatory Services i F t F 9 $ Richard V.ScaI4'Directo"r- �'� �� Building Division Tom Perry,Building Commissioner 206 Mar Street,Hyamiis,MA 02601 www.towiLbamstabIejna.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 7DO)UALn X QLE Md V T I S7"FC , as Owner of the subject property hereby authorize YDN&D r S I LV I A to act on my behalf, in all matters relative to work authorized bythis building permit application for. A3 7 SSAPQ17- OS72SEY)UF HA (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not e filled or wed before fence is installed and all final inS,Fe 'ons.are performed and accepted. S ture of Owner Signature f Applicant Print Name Print Name Date Q:F0PIa:0 WNERPERIMSI02e00LS Town of Sax-nstable Regulatory Services �THE ro Richard V.S=Ii Director w Building Division R6Rw7r.-rARrR s Tom Perry,BluiIding Commissioner MA SS 9� 14199. 200 Main Street; Hyannis,MA 02601 QED www town.barnstable.ma.us Office_ 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EREIY'=ON Please Print DATE: JOB LOCATIONT: nnmbcr sit names home phone# -WO&phouc# 7 CURRENT MAILING ADDRESS: city/town sty rip cock The current 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"homeownere"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be 1eMonsible for all such work performed midst the building permit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,roles and regulations- The undersigned"homeowner"certifies that he/she understands the Town of B a3mstahle Binldiag Department minimunn inspection procedures and requirements andthat he/she will comply with said procedures and mqunemerds. Signatum of Homwwncr 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 ESE aUON The Code states that: 'Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.11-Licensing 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." 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 SIIpervisors,Section 2.1.5) This lack of awareness often results in serious problems,particularly when the homeowner hires nnTcensed persons. In this case;our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner arthig'as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,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 care t amend and adopt such a form/certification for use in your community. Q:\WPFU_ES\F0R2vM=ldingpermitfo=\E TMS.doc Revised 061313 i Massachusetts Department of Public Safety ® Board of Building Regulations and Standards i License: CS-016932 Construction Supervisor RONALD J SILVIAC�� 44 ICE VALLEY RD p i % ? OSTERVILLE MA 02655 . Expiration: sioner. 11/18/2017 ! �/le �Oc�'Ito7r8a9elLrG'2�/�(y��CCJJC6C'�tIJCCG.i . �r,t Office of Consumer Affairs&Business Regulatio.€,-_ dME IMPROVEMENT CONTRACTOR _ registration: 10'1627, Type: zpiration 8/24%2016. Private Corporatia: SILVIA&SI�VIA ASSOCIATES;`:INC.. Ronald Silvia 1284 A MAIN ST. QSTERVILLF.MA 02655 Undersecretary I ?lie Comrlxortivealth ref Vassarcliusetis Depar trrrent Q,f rudustrial Accide7ds f}}fre of.Tmw_stagaiions 600 Washhigtou,S` eet Boston,MA a2111 1•b'ym mamgo'vIdia '"riarliers' Campensatian Insurance Affidavit:B.uitders(ContractarsMeciiicianslPlumbers Applicant Infarmatian. Please Print:LeoibIy I Name(BudwmS mzmizi irmFFndmdna7y- SI LVI A i S 1 LVI A LL C A�idres� 1 ��4 MAiI� �r City/Statel2rp (�STL"-K 1j11.1.L Pl/l D�GSS Fhane;r• SOS 4laD 2`1 3 Are you an employer?Checkthe appropriate box: ' Type of project(required): LJK I am a em to 3`er uith 4. ❑ b I am a general contractor and I P �— 6_ ❑New construci;iog employees(full and/or part-time)-* have hired the sub-contractors 2.❑ I am a sole proprietor or partner listed on the attached sheet. 7. ❑Remodeling ship anal haze no employees. 'These sub-confractors have 8.,❑Demolition wading four'rn in any capacity employees andhate woricers' 9. EC Building addition. [Nv tv-arknm. comp.insurance: comp-m¢nranml required-] 5. ❑ We are a corporation and its 10-❑Electrical repairs or additions 3-❑ I am.a homeoumer doing all work officers have exercised their 11.0 Plumbingrepeirs or additions ou myself.yselmyself.[No vwo�rkers'comp- Ti of es�Ffi per MGL t 1?❑Roof repairs . insurance required-]i C.152,§1(4�and we have no employees-[No workers' 1-3-El Other coop.insurance required-] *Any apphczDt:d3stched1mbosrl� also fill outthesectianbelowshaTdngdmirwuaereeompensatiaapaayifanatsaea 1 Sameawnem who submit dais i ffidzvf imd kztiag they are dainQ all Raab and fhm lire outside contractais—st sa8mit anew of dw&indicrtimfl sarh TCa thst rhrer3c this baci must¢ttarbed an additianal sheer shoring tbe'nmne of Qte sub-ccutza m and sty arhethet or not those entities ham emplowees. Ifthesahtoatn eshave empIo s,fbey�stpmti'idetheir workers'comp.pahicy number. I ant an empIgpr treat is provialing workers'coarpensdioat inmiraure for arty employees. $etoov is the pv cy razd job site information. Insurance Company Fame: 14AZIFAD U NDEZ W fZ 1 r&4 I AI S. - A 1r Policy 4t'or Self-ins-I_ic_14' no A SS 316 7 6 A 16 Expiration Date: q Job Site Addzess z 3? �S EA FlJ 1 t' CityJStafel;�.tg:f�s?leQYII.LL`. ►"!/l.D e16 S'S Attach a copy of the workers'cocmpensationpolicy-deciaration page(showing the policy number and expiration date). Failure to secure coverage as required.under Section 25A of MGL c 152 can lead to the imposition of rsiminai penalties of a flue up to$".OD OG and/or one-year impriso>m pTd as well as civil penalties in the form of a STOP WORK ORDER and a.fine of up to$250-0O a day against the-violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage yerification_ I do hereby cerfF;fy ander pains andpmaIties ofpaejarl'rhatflis uzforma#imj.prm d abm a is berg and correct Date: 3© Si Phase gr So8-*0 -aSIG 3 O,Bzcial ase only. Do not wrrtta in this area;to be crrtupWa3d by city ortotrn ofjrciaL City or Iowa• Pern ftUcense# Inning Authority(ca cie ore): L Board of Health r.I3nTc&ng Depar tmmt 3.CitylTuwn Clerk 4.Electrical Inspector 5.Phmbing Inspector 6.Other Contact Person: Phone#: — -- -- 6 Eaformation and Mstructions Massachaselts Geheral Laws chagte:r I52 reqn-es all=play=t3 provide woticeas'compensation for their enployees- p`arsaantto this staiine,an empLyre is defined as.'°.cvmypersonm the service of another under any contract:ofbiie, express or implied,oral or wrh=-" An e7npkyer is defined as ua�indi ideal,partnership,association,corporation or other legal may, or any two or more of the foregoing engaged in a joint eatr p .and including the legal relresemfa$ves of a deceased employer,or the receiver or trastee of an individual,patamship,association or other legal entity,employing=3:PIoyexs. However the owner of a dweEing house,havinnotmore than three apartments and who resides therein,or the occupant of e - having -not house of another who employs persons to do mainteuance,construction or repair wotic on such dwelling house or on the grounds or building appnrtr n thereto shall notbecause of such employment be deemed t o be an employer." MGL chapter 152,§25C(e7 also sfafes ii:Lat"every state or local licensing agency shall withhold ffie issnance or renewal of a license or permit to operate a business or to construct buildnaga in the cofumunweaith for any applicant who has not produced acceptable evidence of compliance with the ksux nce.coveragerequired- AdditionaIIy,MGL chapter 152, §2sdo states"Neither the commonwealth nor ELuy of its is political subdivisions shall enter into an coat y conact for the performance of pu u blic work ntil acceptable e evidenc of coman plice with the ins u ranc6. requirements of this chapter have been presented to the,contracting aofho>ity." - Applican-& Please EL out the workers'compensation affidavit completely,by ch(-- ® the;boxes that apply to your sitnation and,if necessary,supply sub-contractor(s)name(s), addresses)and phone number(s) along with their certtfcafe(s)-of Nisi nce. Limited Liability Companies(LLC) or Limited Liability Partammhips(LLP)with no employees other than the members or partners,are not requited to cant'workers' compensation insnrmce_ If an LLC or LLP does have employees, apolicy is required- Be advised that this affidavrtmaybe submitd to the Depaifinent of Industrial Accidents for confirmation of inSiu" ce coverage. Also be sore to sign and date;the afIIdavit The affidavit should be•rcla ned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Aocidmfs. Shouldyou have any question regadmg the law or ifyou are regoired to obtain a workers' compensation policy,please call the Department at the number listed below Self-i os red companies should enter then self-insurance licc:ose number on the appropriate line. City or Town Ofa-cials Please be sure that the affidavit is complete and printed.legibly. The Department has provided a space of the bottom of the affidavit for you to fill out in the event the Office of Investigations has to cordact you regarding the applicant Pleas e be sure to fill in the permidlicense number which will be used as a reference number. In addition,an applicant that must submit multiple pens., -cense applications in any given year,need only submit one affidavit indicating cu rent policy jj l ation(if accessary)and ruder'lob Site Ad&,�ss"the applicant should'Yri�"all to cations in ( Y or awn)-"A copy of the-affidavit that has been officially stamped or ma33ced by the;city or town may be provided to the applicant as proof that a valid affidavit is on file for fotmi'peamits or licenses'A new affidavit must be,filled Ott each year-.'Where a home owner or citizen is obtaining a.license or permit not related to any business or commercial vet. (i.e. a dog license or permit to bum leaves eta.)said person is NOT reqda-ed to complete Ihis affidavit The Office of Investigations would like to thank YOU in advance for your cooperation and should you have any questions, please do not hes ztr to give us a call. The I?epartmenYs address,telephone and fax number 'I7Le C-a=mMWeajft of Ma ssachn&ct#s , Degartrnmt cif 1adusfcial Accidents ttmcm.of laveytigatio= 6GG Wasan stmd BQgkm..,YA E)�111 2`e,1.0 617' -49W Qxt 4-06 or 1-377-MA gAFE Fax#617 727 7749 R.evised4-24-07 mz. gQgfdia ACb CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DDNYYY) �� 10/14/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE,HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kathyilvia NAME: y The Fair Insurance Agency Inc. aHCNNo EMI: (508)775-3131 q/C No:(506)790-1677 619 Main Street E-MAIL ADDRESS., @ thefaira enc ADDRESS: y g y-com Suite 1 INSURERS AFFORDING COVERAGE NAIC# Centerville MA 02632 INSURER A:FIRST MERCURY INSURANCE INSURED INSURER B:Hartford Underwriters Ins.-AR 80411 Silvia & Silvia LLC INSURER C: P.O. Box 430 INSURER0: 1284 Main Street INSURER E: Oste=ville MA 02655 INSURER F COVERAGES CERTIFICATE NUMBER:CL15101401131 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IN SD WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY 1,000 EACH OCCURRENCE $ ,000 i A CLAIMS-MADE OCCUR PRENTED REM REMISES Ea occurrence $ 50,000 MACGL000004595202 8/1/2015 8/1/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE S DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I iER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? ❑ N/A B (Mandatory in NH) 6S60UB5831076215 4/1/2015 4/1/2016 E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500 000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Hyannis, MA 02601 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Kathy Silvia/FAIKSI �' - ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 001011 I I • Town of Barnstable Regulatory Services m Richard V.Scali,Director rEp µid 1 Building Division Tom Perry, CBO,Building Commissioner 200 Main Street; Hyannis,MA 02601 www.town.barnstable.ma.us Office: 5OM624038 Fax: 508-790-6230 Buildine Permit Procedure for Residential Addition Or Remodel Or Dock Determine map and parcel number and enter it on application. ❑ Historic District Commission,200 Main Street,approval required prior to construction/demolition for any properties located in a Historic District: • Old Kings Highway Historic District.(north of the Mid Cape Highway) • Hyannis Main Street Waterfront Historic District(See map for boundaries) • Historic Preservation'(if applicable). ❑ -If ZBA relief(Special Permit or Variance is required for Project): ❑Copy of ZBA decision ❑Documentation proving that decision was recorded at the Registry of Deeds w/in one year of ZB decision date ❑ Ap vials from the following departments are required and can be obtained at 200 Main St.: th Department (8:00—9:30 AM&3:30—4:30 PM (as of March 2nd,2005) servation Department (8:00—9:30 AM&3:30—4:30 PM) " az Collector {can be obtained from Building Department) reasurer {can be obtained from Building Departmentl Permit must contain complete owner information,full description of project, correct square footage*of project,valuation of project(do not include hvac),building detail for Assessor's Office, complete builders information, including signature and date of application. 5 sets of reduced house plans measurine 11"x 17",scaled 1/4"=1' &fully dimensionalized are required. Plans must include a foundation,cross section,framing schedule,insulation detail & floot plan showing location of smoke detectors(located with a Red`S'.) ** ** IF USING ENGINEERED LUMBER AND/OR STRUCTURAL STEEL,ENGINEERING DATA MUST BE PROVIDED""" Plot plan or mortgage survey required for any addition. Workers Compensation Insurance Affidavit form must be submitted for any workers hired. In the event the homeowner takes out the permit,subcontractors hired must supply this. Copy ofInsurance Compliance Certificate must be submitted. - . i __ S ❑ Mass Compliance Checklist a5—�h=, =,�5 ,;� ,`E�•SffJ�'�J F Construction Supervisors License&Home Improvement Contractor's License OR ❑ Homeowner License Eiemption Form must be submitted if homeowner is acting as general contractor or builder for the project. Property owner must sign Property Owner Letter of Permission. ❑. A NON-REFUNDABLE Application Fee must be paid upon receipt of application number. All checks should be made out to the Town of Barnstable ❑ CE02&gEYS: Need Home Improvement License,no plot plan required ❑ PIERS AND DOCKSNced Construction Super License AND Home Improvement License: OWNER j CANNOT PULL OWN PERMIT. ❑ Projects requiring the use of a crane must complete the forms issued by the Aeronautics Commission I ti PROJEC NAME: U ADDRESS: PERMIT# a 3� PERMIT DATE: to 41 Cm M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: BY: q/wpfiles/forms/archive Silvia & Silvia Associates, Inc. Custom Hort;e Builde)'s Jim Clark Project Manager 1284A Main St.,Box 430,Osterville,MA 02655 Phone:508-420-0226 Cell:774-244-2138 Fax:508-420-8109 E-mail:jclark@silviaandsilvia.com TOWN OF BARNSTABLE BUILDING PE MIT APPLICATION Map 9-S Parcel /`K TOWN, �� Permit# Health Division �oa JJS COI 'RNSTABLE Date Issued 200 4 Conservation Division S a oy MA r 28 AN 9: 4 Application Fee � 3 Tax Collector Permit Fee r Treasurer GIVIS/p/y q 6w�5 SEPTIC SYS TEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board WITH TITLE 5 ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address 237 7- /FoAD Village eST2Ry/LGC_ Owner --F6-4-7c "7- 90/,C7 1 Z.S, L L Address 12,'Y.a AN.a 7- Telephone 4. Permit Request �E�mL r�o�✓ E �viLD/�4'. �F.iG�1i7,s' Square feet: 1 st floor: existing proposed 2nd floor: existing - proposed 3,7/Z Total new Zoning District i?F- Flood Plain J 8 D/3, •411 . Groundwater Overlay Project Valuation 2 7-s"9, '0 `' Construction Type Gr000 )6I.-O L Lot Size /3• 57.4e rF_5 Grandfathered: ❑Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family 2K Two Family ❑ Multi-Family(#units) Age of Existing Structure$aILT/ 96 3 Historic House: ❑Yes 56o On Old King's Highway: ❑Yes 2rNo Basement Type: &Full ❑Crawl ❑Walkout ❑Other Q89 Basement Finished Area(sq.ft.) EX• —C��►✓-��86 S� Basement Unfinished Area(sq.ft) i Z 32 Number of Baths: Full: existing 3 new /0 Half: existing / new 2- - ,Number of Bedrooms: existing new 9 /;7 Total Room Count(not including baths): existing new 2 7 First Floor Room Count eejLST/4V4. Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑Other Central Air: l(Yes ❑No Fireplaces: Existing New Z Existing wood/coal stove: 0 Yes No Detached garage:O existing E new size — Pool:❑existing Qlrfiew size?p 7'yO 'Barn:❑existing ❑new size Attached garage:0 existing @(new size Shed:0 existing 2166 size Other: ,"5'DL a f1A4C*7Zc ,0,4,** Zoning Board of Appeals Authorization 0 Appeal# Recorded O Commercial ❑Yes 21rN"o If yes, site plan review# Current UseF-' %1�5/�E"�i%4� Proposed Use ,FgS/DEwj/4-L BUILDER INFORMATION Name /LV/� ¢ S'/L✓/�4 �QSSo e /.✓c . Telephone Number Address 2 8 �� /''� pZ`• License# 3 2— Home Improvement Contractor# Worker's Compensation# �c o 9 S L 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO lz:aT 9' t; c 3 6, SIGNATURE �• DATE SZ 1 I FOR OFFICIAL USE ONLY Sh .. PERMIT NO. DATE ISSUED MAP/PARCEL NO. . ADDRESS VILLAGE , is OWNER i - DATE OF INSPECTION: - FOUNDATION FRAME + T INSULATION e oar► n Z c r� 1 - Z��a a 4(REPLACE'--rar-*'-A 2 -T^. 0y' (7-a s ELECTRICAL: ROUGH FINAL • PLUMBING: ROUGH FINAL N'S_ s {' GAS: ROUGHM, s- > FINAL FINAL BUILDING L2 o A<, ' 9 = Rai i�fl fJ 2 0M 0 DATE CLOSED OUT- r ,L5 t9 ASSOCIATION PLAN NO. m < co ARCHIVED SPECIFICATIONS Year : Project Name: T,t l �� T Project Address: 5 S u-1 Map & Parcel # Q (7 Permit number, if assigned: Permit date: (a Per Tom Perry, these Specification books must be kept indefinitely. Check with the Commissioner before discarding any of these documents. They can be moved to storage if needed. Archived Specs ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# Health Division o)C�5-3yN ��/ Date Issued 116 6 4W Conservation Division 2f,150 3 so 66 -.�3—V 37-5-loee) Application Fee 6 " G I Tax Collector AW Permit Fee d F0 a`�a Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 1 _ Village Owner G 1 U4,Address i.�D. 43.5_062-, Sa - ��77S Telephone �., Permit Request L leiCD Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total news`; Zoning District Flood Plain Groundwater Overlay `n Project Valuation � �' 400 Construction Type ei7l L4J—�P6� IF Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family 0 Multi-Family(#units) I � Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: 0 Yes 0 No Basement Type: O Full Cl Crawl O Walkout O Other Basement Finished Area(sq.ft.) 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 new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: 0 Yes ❑No Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑No 'Q Detached garage:O existing O new size Pool:0 existing O new size Barn:0 existing ❑new size Attached garage:0 existing 0 new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded O Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed UseCf� c BUILDER INFORMATION Name Telephone Numberggell Address d �8 License# Home Improvement Contractor# . 10 Z-X Worker's Compensation# G J�ltI�3-437?��C Z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO � . I SIGNATURE DATE p FOR OFFICIAL USE ONLY PERNUT NO. a ,' DATE ISSUED : MAP/PARCEL NO. ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION ti FRAME INSULATION FIREPLACE '' t ELECTRICAL: ROUGH FINAL-, PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ; i Town of Barnstable Regulatory Services Thomas F.Geller,Director 3b». Building Division prf° A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 office- 508-862-403 8 Pesaiitno. Date � AFFIDAVIT HOME uaiLOVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MOL c. 142A requires that the"reconstruction,aliemion,o an addition to anypreexisting owner occupied 3 modernization,conversion, hnprovement,removal,demolition,or construction of btulding containing at least one but not more than four dwelling twits or to structures which are adj acent to be done b registeredtha contractors,with certain exceptions,along with other such residence or building be requirements ,may Estimated Cost Type of Work: Address bf Work: ` Ownec's Name: Date of Application: - I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owmrpu1ling ownpemut Notice is hereby given that: GISTERED 0W1,Mp S pULLING THEIR OWN PERMIT OR DPERALINME 0 NOT HAYS CONTRACTORS FOR APPLICABLE HOMEDERMGL c.142A. ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY'FUND •SIGNED UNDERPENALTIES OF PERJURY I hereby apply for permit as the agent of the owner: w !/ Registration No. Conuactor.Name Date OR Date Owner's Name Q..fomis:homeaffidav MAR-29-2006 WED 04:51 PM FAX NO. 5084208109 P. 04 Mar 29 2006 S:41PM GILLMORE MARINE SOB-477-7740 P, 2 Town of Barnstable Regulatory Services _ Thomas F.Geller,Director ie1¢ �•� -Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis.MA 02601 WWW-toad barnstable.ma.us Office: 508-862.4038 Fax. 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Sc4&_rPi94rNE�s l.L��FLayO 7 S��i�as Owner of the subject properly herebyaurho6u to art on my behalf, in all matters relative to work authorised by this building permit application for: Address of Job) Q� Ana o er n /11//'19 print MAR 29,2006 05:31P 508 477 7740 page 2 f _ Board of Building Regulations and Standards HOME IMPR�OVEMENT CONTRACTOR Registrati'on`:, 123494 Erxp Ira tioo 2/26/2007 _ Tyn to Corporation • Gillmore Marine Contracting=ln,c, George Gillmor 37 Bowdoin Rd Mashpee,MA 02649 Administrator I :�rj '[povivrir� � ✓�aaaac�ucaella F� BUILDING,REGUL=ATION§ � License C NSTRIJ.CTION SUPERVISOR Nuinber: S 068433 Bi a e-56rl. 55 x I Pe ;0 iOl- i3 1i no: 25522 - Re tYlcte u GEORGEfR GILL' 0 PO�BOX940 °�. yea Gr,, ,. / _ ^I GOTUIT, 'MA:Q2635 Comriilsslone I ii I FROM James Barnes Arch.401-751-0599 PHONE NO. 401 751 0520 i Oct. 07 2004 05:45AM P2 WILBUR E. YODER AIA PE ! 14 Imperial Place Suite 201 Architect and Engineer I ; I Providence,Rhode Island 02903 751-0599 '! �I (401)455-0789 FAX(401) ! October 6,2004 i Silva&Silva Associates,Inc. I 1248A Main Strimt ! ( 0sterville,MA 02655 Attention: Jim Clark Re. 237 Seapuit Road Foundation Walls Dear Jim: j' The Building Inspector's oonoem about foundation walls'that are taller than eight (8)feet and retain more than eight_(8)feet of earth, are well founded and understood. That is, they need to be reinforced since the tensile capability of the concrete is i r inadequate for the bending stresses'ExPerienced for the greater freight i I I I'm fully aware of that fact and did perform the anas and determined that lyst i+ vertical reinforcing was required. The drawings indicate #4 bars at 18" on center vertically on the inside face (with proper coverage) just to address the fad that the t induced tensile stress exceeded the allowable for concrete and needed reinforcing. - !LIIijf more information or a copy of the analysis- which George Gakldls rOlglit already have-is needed,please let Me Mow. ' ! Sincerely, I Wilbur E.Yoder,AIA,PE I' ( 14 Imperial Place,Unit 202 ! Providence,RI 02903 7 j I George Gakidis cc: Geo - , i ! c.%YoderProjecta%2375espuit4v3.doc • j II . Ij i. .l I j , I,i 1 114E' � Town of Barnstable o� Building Department - 200 Main Street t BAMST"LE. = Hyannis, MA 02601 MAC. (508 ze��. ) 862-4038 9 . 4'ArFo nna'�°` Certificate of Occupancy Application Number: 77237 CO Number: 20070081 Parcel ID: 095014 CO Issue Date: 05/02107 Location: 237 SEAPUIT ROAD Zoning Classification: RESIDENCE F-1 DISTRICT Village: OSTERVILLE i Gen Contractor: SILVIA, RONALD J. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: S Building Department Signature Date Signed J.� APPROVED TOWN OF BARNSTABLE A� -�kkRl N G NLPLUMBING -B�G� THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM ^� C DATA .. ��NC;H,fiIJ) 095 014 DJDRE SS t`2 37 SEAF' ;:JUTE RVI �: LOT f7 J DBA DEVELOPMENT DISTRICT CO Pr RIiJ:`J' '172 37 DESCRIPTION SINGLE F'AHIIX Wl/(2)TWO CAR. C.AR�'GES AT'�'AC:EyET :PERMIT "CYPE B,UIL'.D 'TITLE M'w RESIDENTIAL BLDG PMT h C.;0N"LRACT01Z0)o SILVI.A, RCINIALD J. Department of Regulatory Services TOTAL FEES! $3,972.94 BOND $-�)O �ti� C,`4;NS'TRUC'.T 101i COSTIS , 1.7t3 y 30 .00 �® 101 SI�TC7T1E FA HOMEDETIkCRED 1 PRIVATE BARNSTABLE, MAN. 16,3 BUILDING DWIS19N BY D,s.%,m I S0JED 06/14/2004 EXPIRATION DATE t (1U, l � THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY'PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY 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 CONSTRUCTION WORK: 'APPROVED PLANS MUST,BE,RETAINED ON JOB AND _a 'APPROVED CARD KEPT POSTED,UNTIL FINAL INSPECTION HERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS I.A. PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL•MENIBERS HAS BEEN MADE.:WHERE A CERTIFICATE OR.00CU- ELECTRICAL,PLUMBING AND MECH- READY TO LATH). `� PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE 3.INSULATION. 3 "� ' OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY.1' ' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS In r11-1 L_u� �Z JAI 6(v 3 2.3_ S 1 HEAT HEATM INSPECTION APPROVALS ENGINEERING DEPARTMENT 07 ._ OTH i SITE PLAN REVIEW APPROVAL - �- �jNLf 1 WORK SHALL NOT PROCEED UNTIL PE IT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. .h ! �Y f� ,, �• t,- a. ;_.i .�. �, k.' w ,- - tt� ,. '�'a`, "'�:s J?��, �l-t �-rdJ �� T ,� 16 ' r� i `.w - r•1 ,i 1 t 1• ,;.v ♦#yes).1 s.r, � FY,� e s ?'� r.'� ` D' partinent of, - R� Regulatory Services }t BARMABLE, + � BUILDING DIVISION . f , ,1 Y ,f^� r TOWN, BARNSTABLE F BUILDINGG PERMIT PA.; r. • -J 095 014 GEOBIS ID 4467 AD Jk SS 2.37 SEAPUIT ROAD � . PHONE OSTERVILLE -ZIP LOT BLOCK ., LOT SIZE DBA DEVELOPMENT,, DISTRICT CO PERMIT 77237 DESCRIPTION„SINGLE FAMILY W/(2)TWO CAR GARAGES ATTACP`r_ � PERMIT TYPE BUILD TITLE ' r ,NEW RESIDENTIAL BLDG PMT I CONTRACTORS: SILVIA' RONALD J. Department of ARCHITECTS: �� . ` P `•"��. �. . :TOTAL FEES: $3,972.94 Regulatory Services BOND $'00 "''�► ryONSTRUCTION COSTS $1, 178,368.00` 101 SING L FAM HOME DETACHED 1 PRIVATE .)r" Mass' 039. BUILDING DIVISION F BY 11,elj.. I/ :DATE ISSUED 06/14/2004 EXPIRATION DATE ;; '( �j gHIS PERMIT CONVEYS NO RIGHT TO OCCUPY,ANY STREET,ALLEY OR SIDEWALK O� CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BLR `GALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAIN PERTCSOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLIU MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST,' 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTEs 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHER' +j (READY TO LATH). PANCY IS REQUIRED,S4, 3.INSULATION. OCCUPIED UNTIL FINAL k 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INIcr z 3 Cis;s�(`ti`°�%��,'�—i7•C.3�;-ai,•> �. 2 a - 3 1 HE 2 :ar OTHER: SITE PLAN R WORK SHALL P 1'90CEED UNTIL PERMIT W' •THE INSPECTOR •YAPPROVEDTHE STRUC'`-o, VARIOUS STAGE.' ;'R CONSTRUC- MONTIHS C TION. NOTED ABC JI IX BUILDING. . PER- MIT-. - . } a � �s I ti 1 - 09 JF Building Department = Foundation Permit Date Permit # huhA, y Name S 1 IvInL- . ' 6 Location AS7 S CM15w M,44,e�--OQqT It VW% v I i sp. of Bidgs. v� coi Department of Regulatory Services r ti +#► BARNSPABLE, MASS. s639. A,� FpMO►I •41� �I BUILDING DIVISION BY r r . I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY 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 CONSTRUCTION WORK: APPROVED:PLANS'MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE s ' 1.FOUNDATIONS OR FOOTINGS THIS CARD-KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD • IT IS VISIBLE FROM STREET 'I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1i. �'� �\�L�.-i �.�:i-C,�• S i e:�it C7'� � _.� -_____ ,C 2 I140 / 2 2 �•V D i 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL ' WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON-:' INSPECTIONS INDICATED,ON,.THIS t THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY " p VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED.•AS . TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. r• ,a�'..:�.u,. Ili. .; �,�,• �� .t f JEW BUILDING P.,E R M IT ► R + . ` t7 • � � TOWN OF 'AR' �• .e �' BUI LID T�.a P s PARCEL, ID 095 014 GEOBASE TD '3�7 q''APUIT ROAD ` -� PHON4 \ ZIP Department of Regulatory Services BANdsTABM MAss. 03 BUILDING DIVISION BY w ' 74, TOWN OF, B AiR61 fE PARCEL ID`095"- OI4A GEOBASE JD ?67 ADDRESS 237 9EAPUI:T ROAD PHONE r OSTERVTLLE `} " # t '�?� ZIP-. - -., LOT BLOCK s LOT -SIZE ` DIIA DEVQPENT�'' : - DISTRICT CO r PERMIT 85835 DESCRIP1f10N 350 SF POOL HOUSE ' PERMIT TYPE BUILDA TITLE , NEW"BUILDING PERMIT,:;pCCES y CONTRACTORS: SILVIA, RONALD J. Department of . 4RCHITECrS- Regulatory Services TQTAL FEES: $264.00 BOND. $.00 ` (ONSTRUCT ION -COSTS $40,000.00 "�•� I 3 328 -`t OTHER NONRESIDENTIAL BLDG 1. PRIVATE 473 +► BAMSTABM + MASS. 039 ♦� BUILDING DIVISION i DATE ISSUED 08%Q2 f 200Fi EXPIRATION.- DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM' STREET I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 0 /� � L t ` fciSl � sC`�' 2 f �sl� 2 J l � CJ �u rxl�A� ex) �± , q 1 HE ING INSPECTI APPROVALS ENGINEERING DEPARTMENT �r S(l c�l� /_2Z,�� a v4 As .? Ll 2 IF BOARD H OTHER: SITE PLAN REVIEW APPROVAL 3-"5- 3L4 L WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. a f I •, � -lta - �` _ wry r I I I I . I I I I I I I I ` I I I � ' . I a'•'s' s,r �`a y �` tip•. } Y I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION " 'Map U —Rcel 4114 Permit# Health Division v ' u� / Date Issued c� 2 -0 6 v P '�{ b o Conservation Division 20 v airairbw � �vuea Fee Tax Collector Treasurer SEPTIC SYSTEM MUST BE Planning Dept. 1CNeC�N COMPLIANCE Date Definitive Plan Approved by Planning Board R�NTAL CODE AND EG Historic-OKH Preservation/Hyannis ��! Project Street Address 23 ) "5�,65,aov r J&::1Ar2 _ Village % ✓'i L Owner Address �� o y3*� D h �✓� � Mdt oz��' Telephone �21>-a 2 2�- Permit Request �� Square feet: 1st floor: existing�✓l� proposed � 2nd floor: existing — proposed Total new 3 7� Valuation Zoning District R� Flood Plain �� Groundwater Overlay Lip Construction Type W mcP Lot Size '?< e- J LAOJ ' Grandfathered: O Yes 2-K10 If yes, attach supporting documentation. UJ Al Dwelling Type: Single Famil, O' Two Family ❑ Multi-Family(#units) Age of Existing Str'uetur Imo' - - Historic-House: '❑Yes -9-fq -` On Old King's Highway: 0 Yes :Wo Basement fgpe: VFull Crawl ElWalkout O Other Basement.F_inished Area(sq'ft) Basement Unfinished Area(sq.ft) Number of'Baths Full: xisting AJIA new Half: existing new Number of Bedrooms: exiting a new 1-lov-'i t�fil� l Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: O'Gas ❑Oil ❑ Electric Cl Other Central Air: 2 es ❑ No Fireplaces:°Existing New Existing wood/coal stove: 0 Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing O new size Barn:0 existing O new size Attached garage:O existing ❑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 BUILDER INFORMATION Name !U►P,� " Gyi r..yi �, Telephone Number 152"-5- YZ6r-C3�z� Address License# e_11561 3Z Home Improvement Contractor# Worker's Compensation# tA-��?651, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN Tg-- 8 Y Pg;i✓d i� SIGNATU DATE FOR OFFICIAL USE ONLY. 1 PERMIT NO. DATE,LSSUED MAP/PARCEL NO. - ADDRESS VILLAGE OWNER = DATE OF•INSPECTION: - FOUNDATION FRAM INSULATIG" i FIREPLACE" y ELECTRICAL: ROUWi=- M FINAL 1 cr� > �, PLUMBING: ROUe Q O FINAL' C9 S GAS: ROU m Q FINAL FINAL BUILDING � �� J mtgmnl� C � v- roO Q 00m QN DATE CLOSED OUT r, 0. s ASSOCIATION PLAN NO. I I' i : f Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Software Version 3.6 Release 2 Data filename: C:\Documents and Settings\Jim\Desktop\Jim's Documents\Seapuit-237\237 Seapuit Pool House Energy Ck.rck PROJECT TITLE: 237 Seapuit Road Pool House CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW /WALL RATIO: 0.20 DATE: 07/19/05 DATE OF PLANS: 5/4/2005 DES IGNER/CONTRACTOR: Silvia and Silvia Associates Osterville, MA COMPLIANCE: Passes Maximum UA= 135 Your Home UA= 111 17.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling (no attic) 350 30.0 0.0 12 Wall 1: Wood Frame, 16" o.c. 743 19.0 0.0 36 Window 1: Wood Frame:Double Pane with Low-E 12 0.330 4 Window 2: Wood Frame:Double Pane with Low-E 7 0.340 2 Window 3: Wood Frame:Double Pane with Low-E 114 0.310 35 Window 4: Wood Frame:Double Pane with Low-E 12 0.330 4 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 284 13.0 0.0 18 Furnace 1: Forced Hot Air, 91 AFUE Air Conditioner 1: Electric Central Air, 10 SEER 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 Massachusetts Energy Code requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date 7 e,°'yw Town of Barnstable „ Regulatory S er lees B Sras Thomas F.Geiler,Director asass. Eo�9-�A Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 ' Office: 508-862-4038 Fax: 508-790-6230 Permitno. Date ` AFFIDAVIT HOME IM[PROVEMMNT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: b r� �� Estimated Cost� Address of Work: Owner's Name: �fl+�17 0" 4-tZ 7� � �'LZ- Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 Building not owner-occupied Downer pulling own permit Notice is hereby given that: TERED OWNERS PULLING THEIR OWN PER10TOR DEALING VE WITH R'012K DO NOT HAVE CONTRACTORS FOR APPLICABLE HO M ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDERMGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of th4Cctor Registration No. Date Name OR Date Owner's Name Q:forms:homeaffidav ✓Lie T9aY/LI726wweaGLi1• al,.1&, waduaem ;> BOARD OF BUILDING REGULATIONS License: CONSTRUCTION.SUPERVISOR r Number: CS 016932 Birthdate: 11/18/1949 Expires: 11/18/2005 Tr. no: 12386 Restricted: 00 RONALD J SILVIA PO BOX 430 � � OSTERVILLE, MA 02655 Administrator ✓�ie 'Caa�vnaoauaeaL� o�.,!�ac�ivaeCCa Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 101627 ' i Expiration: 026/2006 Type: Private Corporation SILVIA&SILVIA ASSOCIATES,INC. j Ronald Silvia 1284 A MAIN ST. OSTERVILLE,MA 02655 Administrator oFTF1EA Town of Barnstable Regulatory Services BAR''' Thomas K Geiler,Director Mass. g . �A�fC MA'S A�0 Building Division Tom Perry, 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 &-J.7.r. , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. -Z3-7 ')� V-P- Ohr�R—Vi (Address o Job) Signature of Owner ate LFL.6' fl -5- 1 L JI a Print Name QTORMS:OwNERPERMISSION a OASTAL NGINEERING TRANSMITTAL OMPMNY, INC. 260 Cranberry Hwy.,Orleans,MA 02653 508-255-6511 Fax:508-255-6700 www.ceccapecod.com To: Town of Barnstable Date: 4/6/05 Project No. C16264.00 Attn: Zoning Dept 200 Main St. Via: ❑1st Class Mail ZCertified Return Receipt Hyannis,MA 02601 Phone: Fax: Subject: Chapter 91 License Application No. of pages to follow: Proposed reconstruction of existing licensed permanent pier,construction of new ramp, float&elevated walkway, and maintenance dredging of existing channel Seapuit Partners LLC 237 Seapuit Road, Osterville,MA Map 95 Parcel 14 DEP File No: SE 3-4375 ® Plans ❑ Copy of Letter ❑ Specifications ® Other We are sending the following items: Copies Date No. Description 1 4/6/05 Chapter 91 Waterways License Application 1 4/4/05 Sheets Plan entitled, "Plan to Accompany Petition of Seapuit Partners LLC to License, 1-7 Reconstruct&Maintain an Existing Pier, and License&Maintain Proposed Ramps & Float, and Maintenance Dredging in North Bay,Barnstable, Barnstable County, MA" These are transmitted as checked below: ❑for approval ❑for your use ❑as requested ❑for review & comment ®for your signature Remarks: Attached please find a copy of the Chapter 91 Waterways License Application for the above referenced project. As you will see, a signature from the Zoning Dept.is needed to complete the application process. Please sign the attached signature pages where noted, and return. If you have any questions, please give our office a call. Thank you. cc: Seapuit Partners LLC, c/o Floyd Silvia w/out encl. By: Beth E. Hays Peter J. Markunas., Coastal Engineering Co., Inc. w/out encl. Roy E. Okurowski,P.E., Coastal Engineering Co., Inc. w/out encl.. NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program Tr 059886 Chapter 91 Waterways License Application -310 CMR 9.00Transmittal N°. Simplified,Water-Dependent, Nonwater-Dependent,Amendment Important: A. Application Information Check one When filling out PP forms on the computer,use Name (Complete Application Sections) Check One Fee Application# only the tab key to move your SIMPLIFIED - cursor-do not use the return Water-dependent and key. Nonwater-dependent(A-E) ❑ Residential with <4 units $65.00 BRP WW06a ,e ❑ Other $65.00 BRP WW06b WATER-DEPENDENT - General (A-H) ® Residential with <4 units $175.00 BRP WW01a For assistance in completing this ❑ Other $270.00 BRP WW01 b application,please seethe ❑ Extended Term $2730.00 BRP WW01c "Instructions". •----........--.......-.._.._.._.._.._.._.._.._....................--.............-.._..----........----................._.._.._.._........--................. Amendment(A-H) ❑ Residential with <4 units $85.00 BRP WW03a ❑ Other $105.00 BRP WW03b NONWATER-DEPEN DENT = Full (A-H) ❑ Residential with <4 units $545.00 BRP WW15a ❑ Other $1635.00 BRP WW15b ❑ Extended Term $2730.00 BRP WW15c Partial (A-H) ❑ Residential with <4 units •$545.00 BRP WW14a ❑ Other $1635.00 BRP WW14b ❑ Extended Term $2730.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential.with <4 units $545.00 BRP WW16a ❑ Other $1635.00 BRP WW16b ❑ Extended Term $2730.00 BRP WW16c Joint MEPA/EIR (A-H) ❑ Residential with < 4 units $545.00 BRP WW17a ❑ Other $1635.00 BRP WW17b ❑ Extended Term $2730.00 BRP WW17c Amendment(A-H) ❑ Residential with <4 units $435.00 BRP WW03c ❑ Other $815.00 BRP WW03d ❑ Extended Term $1090.00 BRP WW03e CH91App.doc-Rev. 10/02 Page 1 of 17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program W 059886 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: Seapuit Partners LLC Name E-mail Address c/o Floyd Silvia, PO Box 430 Mailing Address Note:Please refer Osterville MA 02655 to the"Instructions" City/Town State Zip Code 508-420-0226 Telephone Number Fax Number 2. Authorized Agent (if any): Coastal Engineering Co., Inc., Attn: Roy E. Okurowski, P.E. rokurowski@ceccapecod.com Name E-mail Address 260 Cranberry Hwy Mailing Address Orleans MA 02653 City/Town State Zip Code 508-255-6511 508-255-6700 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): Same as Applicant Owner Name(if different from applicant) Map 95 Parcel 14 0410 37'27.6" N 0700 23'44.9"W Tax Assessor's Map and Parcel Numbers Latitude Longitude 237 Seapuit Rd., Ostervile MA 02655 Street Address and City/Town State Zip Code 2. Registered Land ® Yes ❑ No 3. Name of the water body where the project site is located: Ishams Pond in North Bay 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation ❑ Nontidal river/stream ® Natural ❑Area of Critical Environmental Concern ® Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ❑ Great Pond ❑ Uncertain ❑ Uncertain CH91App.doc-Rev. 10/02 Page 2 of 17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program W 059886 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" The project will be used as a private residential boat dock for recreational boating. 6. Is the project a pre-1984 existing structure AND less than 600 square feet? ❑ Yes ® No 7. Is the project a post-1984 existing or new structure, less than 300 square feet AND water dependent? ❑ Yes ® No 8. What is the estimated total.cost of proposed work (including materials & labor)? $100,000 9. List the name &complete mailing address of each abutter (attach additional sheets, if necessary). An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50' across a waterbody from.the project. Holbrook R. Davis PO Box 572, Osterville, MA 02655 Name Address Samuel S. Mullin, Trs 34 Governor Long Rd., Hingham, MA 02043 Name Address Name Address D. Project Plans 1. 1 have attached plans for my project in.accordance with the instructions contained in (check one): ® Appendix A(License plan) ❑ Appendix B (Simplified License plan) ❑ Appendix C(Permit plan) 2. Other State and Local Approvals/Certifications ® 401 Water Quality Certificate To be submitted Date of Issuance ®Wetlands SE 3-4375 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91 App.doc-Rev. 10/02 Page 3 of 17 i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program W 059886 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." 4 16,rF Applicant's si ure:Floyd Silvia for Seapuit Partners LLC Dat Property Owner's signat (if different than applicant) Date Agent's signature:Roy E.Okurowski,P.E.,Coastal Engineering Co., Inc. Date APPLICANTS FILING A SIMPLIFIED APPLICATION STOP HERE CH91App.doc•Rev. 10102 Page 4 of 17 Massachusetts Department of Environmental Protection . Bureau of Resource Protection - Waterways Regulation Program W 059886 Chapter 91 Waterways License Application -310 CMR 9.0o Transmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment A F. Waterways Dredging Addendum 1. Provide a description of the dredging project ® Maintenance Dredging (include last dredge date & permit no.) ❑ Improvement Dredging To remove sediment from a pre-existing dredged channel-for vessel access (last dredged in 1962 under Army Corps of Engineers dredge permit#62-090). 2. What is the volume (cubic yards)of material to be dredged? 4,900±c.y. 3. What method will be used to dredge? . ® Hydraulic ❑ Mechanical ❑ Other 4. Describe disposal method and provide disposal location (include separate disposal site location,map) The material will be disposed of upland in the Bourne Landfill, a registered lined landfill. 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. See attached grain size analysis. Dredge spoils are not proposed for beach nourishment. CH91App.doc•Rev. 10/02 Page 5 of 17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program W 059886 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Seapuit Partners LLC Name of Applicant 237 Seapuit Rd. Ishams Pond in North Bay Osterville Project street address Waterway City/Town Description of use or change in use: Private residential boat dock (recreational) To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Name of Municipal Official Date Signature of Municipal Official Title City/Town CH91App.doc•Rev. 10/02 Page 6 of 17 i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W 059886 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to Seapuit Partners LLC Applicant: Name of Applicant Section H should 237 Seapuit Rd. Ishams Pond in North Bay Osterville be completed and Project street address Waterway City/Town submitted along with the original Description of use or change in use: application material. Private residential boat dock (recreational) To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans have been submitted by.the applicant to the municipal planning board." Printed Name of Municipal Official Date Signature of Municipal Official Title Cityrrown Note: Any comments, including but not limited to written comments, by the general public, applicant, municipality, and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4)and/or 310 CMR 9.17. CH91App.doc-Rev. 10/02 Page 7 of 17 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Apr. Permit# sibig Health Division Date Issued 2_hb y Conservation Division f �3 6t{ Application Fee E Tax Collector Permit Fee Treasurer �� 0/��t p,�r``��-`„ SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board WITM TITLE 5 ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address 37 Sfif A/r�/�� Village Me- Owner ♦ rl + y dress K� G Telephone Z//.Z�a s 44A!! Permit Request �CQ �I�UI� C�cJ�l� E f d t OVA et ' N �� I 20 x%-+ f ovwew, — .r/ G Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Construction Type Lot Size !U 6 Grandfathered: ❑Yes ❑No 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) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes kNo If yes, site planq iew# .I Current Use Proposed Use 6'U G �/�n �Oy ;?JPxv e� BUILDER INFORMATION ��1 / �? Name t 1� 0/w L OD�S Telephone Number �W�D��r/� Address6.01-es V ii�1 License# ��Oi /� (�' C �s F rl Home Improvement Contractor# �y�4� Avzy Worker's Compensation# 'SS- 7 If ALL CONP�CTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S5' U� C._ c00VL - SIGNATURE DATE s• FOR OFFICIAL USE ONLY PERMIT NO. f DATE-4SUED r t MAP/PARCEL-NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION �Iulc FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL;.: PLUMBING: , ROUGI-ii 5 FINAL ` maa� GAS: ROUGI -i O FINALSO , *`FINAL BUILDING CO� l 20 -1 DATE CLOSED OUT cv M 0 ASSOCIATION PLAN NO. rr' m j I . r °Ft► ,�,,, Town of Barnstable ti Regulatory Services 1 !F'ABIZ " Thomas F.Geiler,Director MAM 0 9. `�� Building Division, Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION ; MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: 2-3-7 �y�f V4�� Jk) O)T 1( Estimated Cost 0 OdC) Address of Work: 'S4l i wt AIL I N Owner's Name: S' � '%►N ' J' ` °'ot 23l Date of Application: 7 3 i a I hereby certify that: Registration is not required for the following reason(s): FlWork excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: D e Contractor Name Registration No. OR Date Owner's Name i i Q:forms:homeaffidav L r THElp ` Town of Barnstable Regulatory Services 9 BKAM ARN9MM$ Thomas F.Geiler,Director E0;p� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: .508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I �ni a l NA , as Owner of the subject property... hereby,authorize 4 IAre�Q• to act on my behalf,. in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner ate Print Name - Q:FORMS:OWNE"ERNIIMSION �— Board of Building Regulations and Standards �I License or registration valid for individul use only "`' HIM ME CONTRACTOR before the expiration date. If found return to: - .. -- - -,:• ,•ire_ ✓fe��c�r�r.�xa�uifeall/r. n`�j`n:wac%uveltd . BOARD OF BUILDING REGULATIONS ,Q License: CONSTRUCTION SUPERVISOR Number: CS 056174 Birthdate: 03/16/1945 i Expires:03/16/2005 Tr.no: 9504 Restricted: 00 RICHARD E BENOIT 54 CUSHING HILL RD _c�"�^ NORWELL, MA 02061 Administrator . - ✓�e Toa�ivinoouuea`�o��Glaaracluaet�a Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: - Board of Building Regulations and Standards _ 'Registration: 105485 One Ashburton Place Rm 1301 EttP�gon: 7/17/2006 Boston,Ma.02108 Type: SuppiementCard SOUTH SHORE.GUNITE POOL kS R(?--WXRD BENOIT c� 7 Progress Ave. Chelmsford,AAA 01824 Administrator N valid w out sig re - I . ., The Commonwealth of Massachusetts Department of Industrial Accidents 600 Washington Street Boston,Mass. 02111 Workers' Com .ensation Insurance Affidavit:Buildin lumbin lectrical Contractors. name• -. address: city state: zi hone# �' 'A work site location(full address)' 37E L (4 DjtT ;�,rr DS IfeY( re ❑ I am a homeowner performing all work myself. Project Type: ❑New Consnuction❑Retnodel ❑ I am a sole ro rietor and have no one world in an capacity: ❑ Buileii>Z Addition i %/ /% %%//%///%//%//%//////%////////il'%%///%/�///%//////%/�//%///l/// am an employer providing workers' compensation for my employees working on s job. compan-y name• address: �. city: 1�-1.A hone# eel, O�. insurance co. olic. # tO ❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation company name: address city: obone# insurance co. olicv# company name address: city: obone# insurance co. lic. # Failure to secure coverage as required under Section 25A of MGL 152 can lead to the position of criminal penalties of a fine up to$1,500.00 and/or one yenta'imprbotuncat as well as civtl pennitln In the form of a STOP WO RK copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage cover ge ER and a vleriflca ioae or si 00 a day against me I understand that a I do hereby certify er th pains and pen es perjury that the information provided above is true and correct.' Sigaa �/� �7 2 - Date ! 4 t name _ �t'• O Phone# t-00 V ems I /el0 Official use only do not write in this area to be completed by city or town oMcW ' city er town: permittlicenae# ❑Building Department ❑check if immediate response is required ❑Licensing Board ❑selectmen's Office contact person: ❑Health Department tteviBed Sept.2003) phone p; ❑Other Information and Instructions Massachusetts General Laws chapter 152.section 25.requires all.employers to provide-workers' compensation for their employees...As quoted from the."law" an employee..is.defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resi des therein; or the occupant of the dwelling house of another who-eiiiploys persons to do maintenance, construction-or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be.deemed to be an employer. MGI. chapter 152 section 25 also states,that every state or local licensing agency shall withhold the issuance or renewal of a'bcense or permit to operate�a business or to:.construct buildings'in the commonweait:hffor any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable_evidence of,compliance.with the insurance requirements of this,'chapter•liave been� rdsen'ted to the contracting authority. - = p APPlicants . Please fill in the workers' compensation affidavit completely,by.checking the box that applies to your situation. Please supply company name, address and phone numbers along-with a certificate of insurance as all affidavits may.be-submitted Jo the Department of Industrial Accidents for.confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pem-iit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law" or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pernrit/lic mse number which will be used as a reference number. The affidavits may be returned to the Department by mail.or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should,you have any questions, please do not hesitate to give us a call The Deparhnent's address, telephone and fax number: .• --c • / �-. ' // The Commonwealth Of Massachusetts. Department of Industrial Accidents emcs of Imresugnuou .600 Washington Street Boston, Ma. 02111 ' fax#: (617) 727-7749 _ phone #: (617) 727-4900 ext. 406 TovM of Barnstable • -�E Regulatou 8 ervides " 3 Thomas F.Geller,Director Building Division . lFn µAS Tam Perry,Building Commissioner I 200 Main Street, Hyannis,MA 02601 , Fax: 508-790-6250 Office: 508.862.4038 permit no• ' AFbTDAVIT CONTRACTORROFmjNT �SM-pI ,NMNT TO PERM =APPLICATION MQL c 142A requires that the"recons onstruction of an addition on,alterations, oany preexisting o�wr�eroccupied conversion, •iraproveulent,removal,demolition,or bu0ding contaiva►g at least one but not more than four dwelling units or to structures which aie adj scent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. �o••s?m..v c c,T� it/ Estim4ted.Cost 2 7Soco 'Type of Work' Address of Work: 2 3 S�4P✓�T •c a . s'E•¢P ci i T �,a-/L Tom✓ S, L C L Owner's Name: , ' n: Date of Applicatio I hereby certify that: ,e.Otretioa is not required for the following realon(s): []Work excluded by law []Jab Under 51,000 . []Building not owner-occupied er pulling own permit Notice is hereby given that: p�YIiERS PUI.L]N G THEIR OWN PERMIT OR D ROYEMENT W ORY D O NOT BA•vE CONTRACTORS FOR APPLIC4M,HOME IlYLP ACCESS TO THE AjajTRAT10N PRO GRAM OR GUARANTY YU.ND UNDER MGL c.142A, SIGNED UNDER?BNALTIES OF PERMY Ihereby apply foi apermit as the agept of the ovrr}er: r S'�c ✓/A- ASSOG /sW'E5� �/�. Z 7 Contractor Name RegistrationNo. Date i.4%R FA jai 7- P�,r'y-.i/B o2 5, LG� Owner's Name i �F(HE r Town of Barnstable h Regulatory Services S s LA ` Thomas F.Geiler,Director t�s�ss. ' 9�prEo►9.{' Building Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-862-4038 Fax: 508 790-6230 Property Owner Must Complete'and Sign This Section If Using A Builder Z �97fj ,as.0avne:t.,of the.subject property ..._...__ .: hereby authorize .r/LY/,f .x/Li'/ �¢SS' /•°1�S /! �. : ._.to:act on my..behalf,. in all inatters relative to work authoiizeci•by this building.petmit-apphk9tion4or. (Address of Job) ; r 4figilsoaer at Print Name Bard ®f Buildo� Re �Data®ns qN One Ashburton Pace, rn 1301 Boston, Ma 02108-1618 License: CONSTRUCTION.SUPERVISOR LICENSE Birthdate: 11/18/1949 Number: CS 016932 Expires: 11/18/2005 Restricted To: 00 RONALD J SILVIA PO BOX 430 OSTERVILLE, MA 02655 Tr. no: 12386 Keep top for receipt and change of address notification. 67-e �n�ua�aanruealt�. a�iIr'�crdduc�u�eLir1 , -r^ I 00-35,000 cf enclosed space P BOARD OF BUILDING REGULATIONS (MGL CA 12 S.60L) e 1A-Masonry only License: CONSTRUCTION SUPERVISOR I-1&2 Family Homes r" Number: CS 016932 Failure to possess a current edition of the = Birthdate: 11/18/1949 Massachusetts State Building Code is cause for revocation of this licenser <txt Expires: 11/18/2005 Tr. no: 12386 Restricted: 00 RONALD J SILVIA PO BOX 430 �y— OSTERVILLE, MA 02655 Administrator DIG SAFE CALL CENTER: (888)344-7233 �„� ✓fe �o�nar:a;�cue¢lt✓c er�.t1.asoacluee!ia . Registration: 1Q.1627 g RegBoard of Building vRegulations and Standards License or registration alidfor individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: k7F, Board of Buildin ulations and Standards �� Expiration: 6/26/2004 One Ashburton Place Rm 1301 Type: Private Corporation Boston,Ma. 02108 SILVIA&SILVIA ASSOCIATES, IN Ronald Silvia 1284 A MAIN ST. OSTERVILLE,MA 02655 Administrator- Not valid without signature t " 32 DEC-02-2004- THU 04:14 PM FAXV,:`5084208.109 P. 02 Silvia & Silvia Associates, Inc. i f P.O, Box 430. 1.284A Main Street. Osterville, Massachusetts 02655 December 2, 2004 Town of Barnstable Building Department of Regulatory Services Jeff L luzon 237 Seapuit Road Osterville, Ma 02655 RP: Swimming pool Fence will comply Nvith Massachusetts State Building Code and any part of the house being used for fencing will.comply with Massachusetts State Building Code Alarm requirements" Ronald J. Silvia President 508-775-1442• 508-420-0226• Fax 508-420-8109 a.. ' 1 t r Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program w 059886 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal.Zoning Certificate Seapuit Partners LLC Name of Applicant 237 Seapuit Rd. Ishams Pond in North Bay Osterville Project street address Waterway City/Town Description of use or change in use: Private residential boat dock (recreational) To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in.violation of local zoning ordinances and bylaws." /?/0"r Printed Nam f uni6l:al O ci Date SkIrfatu—re of Municipal Official i e City/Town CH91App.doc-Rev. 10/02 Page 6 of 17 r Massachusetts Department of Environmental Protection Bureau of Resource Protection Waterways Regulation Program W 059886 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Seapuit Partners LLC Name of Applicant 237 Seapuit Rd. Ishams Pond in North Bay Osterville Project street address Waterway City/Town Description of use or change in use: Private residential boat dock (recreational) To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." PeO� Printed Na of Muni p I Official Date v igna.ure bf Municipal Official 41ue CTRyfrown i CH91App.doc-Rev. 10/02 Page 6 of 17 I`_ i RESIDENTIAL BUILDING PERNHT FEES APPLICATION FEE New Buildings,Additions $50.00 �►,Sp,00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKS NEW LIVING SPACE I S Y 13 square feet x$96/sq.foot= x.0031= ,3Sa 3 S g phis from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) 13 Q y square feet x$32/sq.ft.= I7�° x.0031= I�-9• 6 ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch 3 x$30.00= (number) Deck �v x$30.00= (number) Fireplace/Chimney x$25.00= � (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 I Relocation/Moving $150.00 l Bolus above if applicable) . CAtP4,y'CA4.LF: AX Home: Departments:Assessors Division: Property Assessment Search Results 237 SEAPUIT ROAD P d Owner: GLAZER, MARTIN&ROTTENBERG TR&operty Sketch Legend Map/Parcel/Parcel Extension t Mnz3232 ; 095 /014/ Mailing Address GLAZER, MARTIN& ROTTENBERG TRS THE 234 TRST%GLAZER, MARTIN ESQ GOULSTON&STORRSPIP BOSTON, MA.02110-3333G �^,� 2004 Assessed Values: 0L Appraised Value Assessed Value Building Value: $310,200 $310,200 Extra Features: $2,500 $2,500 Outbuildings: $0 $0 Land Value: $3,066,200 $3,066,200 Interactive Property Map: ap requires Plug in rick r Totals:$3,378,900 $3,378,900 I have visited the maps before �,,.7 if » `- Show Me The Mao ,; �^ April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: CRANE,COOLEY G C27977 $0 CRANE,ARTHUR M-792 $0 GLAZER, MARTIN&ROTTENBERG TRS 10/19/1999 C155218 $2,068,000 2004 Tax Information: Tax Rates: (per$1,000 of valuation) Town Tax $22,334.53 Town Fire District Rates Other Rates 6.61 Barnstable 2.01 Land Bank 3%of Town Tax C.O.M.M. FD Tax $3,716.79 C.O.M.M. 1.10 Cotuit 1.52 Land Bank Tax $670.04 Hyannis 2.03 West Barnstable 1.36 Total: $26,721.36 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 13.57 Year Built 1963 Appraised Value $3,066,200 Living Area 2744 Assessed Value $3,066,200 Replacement Cost$378,325 Depreciation 18 Building Value 310,200 Construction Details Style Modern/Contemp Interior Floors CarpetPine/Soft Wood Model Residential Interior Walls Drywall Grade Luxury Plus Heat Fuel Oil Stories 1 Story Heat Type Hot Air Exterior Walls Wood on Sheath AC Type None Roof Structure Gable/Hip Bedrooms 4 Bedrooms Roof Cover Wood Shingle Bathrooms 3 1/2 Bathrms Total Rooms 8 Rooms Extra Building Features Code Description Units/SO ft Appraised Value Assessed Value FPL1 Fireplace 1 $2,500 $2,500 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenfiouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) May 26 04 02: 07p COMM Water Dept. 508-428-3508 p.2 I I Centerville-Osterville-MatStons Mills Water Department P.O.BOX 369- 1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 a''��E u WATER orF1cb of BOARD Of WATER COV1htISSIONERS 3 DEPT. WjVfER SUPERINTENDENT 9q y I i TEL.No.508-428-6691 FAX No.508-428-3508 I i I I I May 26,2004 I. I! Town of Barnstable Building Dept. 367 Main Street i Hyannis,MA 02601 Re: Account#2542 David Rowe 237 Seapuit Road j Osterville,MA Gentlemen: On March 7, 2002 we disconnected the water service at the water main for the property mentioned above. It is our understanding that the existing house is being demolished, a new house being built and a new water service will be installed in the future. If you have any questions,please call our office at 508-428-6691. Very truly yours, Craig rocker Superintendent y CC/jw j MAY-28-2004 FRI 09:04 AM KEYSPAN ENERGY DELIVERY FAX N0, 17818904898 P. 02 i 7 Energy Delivery 12 WhI e 127 Whites Path i (;�.,l��;r•�;y South Yarftulh,Massachusclls 02604 I II May 28, 2004 I I Re: 237 Seapuit Road, Osterville Silvia and Silvia 610 Main Street Centerville, MA 02632 To Whom It May Concern; This letter is to confirm that there Is no natural gas service to the above referenced j I property. If you have any questions, please call 508-760-7530. Sincerely, Stev bson Field Supervisor i i i l 05-27-04 07:30 From-NSTAR VOICE OPERATIONS +7814413635 T-270 P.02/02 F-766 I PJSTAR One NSTAR way,westw000.MassscnuuOus 02090-9230 EL EC TRIC GAS i May 27,2004 Dear:Jim Clarke This letter will serve as confirmation that the electric service at 237 Seapuit Rd,Osterville, Ma was removed on 4/5/2002. Based on this information,there is no electric power to this building and you may proceed with the demolition. if you have any questions,please contact me at(781)441-3327 I Sincerely yours, I Dolhe Gayle Cusromer Service Clerk ! i I CC: Colrman Geary Jr. I i i I I I' i Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code RES cheek Software Version 3.5 Release le Data filename:D:\TEMP Project Folder\Gakidis\237SEAPUIT.rck PROJECT TITLE:Residence at 237 Seapuit Road CITY:Osterville STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: I or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:05/27/04 DATE OF PLANS:05.26.04 PROJECT DESCRIPTION: 237 Seapuit Road Osterville,Ma 02655 DES IGNER/CONTRACTOR: GNG Design,Inc. 8 Stone Drive Buzzards Bay,Ma 02532 COMPLIANCE:Passes Maximum UA= 1521 Your Home UA=848 44.2%Better Than Code'(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 4280 30.0 0.0 150 Wall 1: Wood Frame, 16"o.c. 8512 19.0 0.0 511 Basement Wall 1:Solid Concrete or Masonry 4298 15.0 0.0 137 Wall height: 10.0' Depth below grade:9.0' Insulation depth: 10.0' Window 1:Wood Frame:Double Pane with Low-E 1270 0.030 38 Door 1: Solid 384 0.030 12 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 Massachusetts Energy Code requirements in RES checkVersion 3.5 Release I (formerly MECcheck)and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer ., Date I REScheck Inspection Checklist Massachusetts Energy Code RES check Software Version 3.5 Release le DATE:05/27/04 PROJECT TITLE:Residence at 237 Seapuit Road Bldg. Dept. Use Ceilings: [ j 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation . I Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1:Solid Concrete or Masonry, 10.0'ht/9.0'bg/10.0'insul, R-15.0 cavity insulation Comments: Windows: [ j 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.030 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor:0.030 Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays orjoist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required 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 shall be provided. Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. I Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) JA 09 P11'.1 Mm I oz M i, 0 L-r ru IL IL U, U. to LO 0 CD t- ;JO J W LIJ Ow a. mi 10 237 Seapult Road Residence CfttorvtW MA SN9&wvk Assadatems I= 32R4A M.I.S— O—ifl,MAM-655 OMX Oa. DEPC GNG DESIGN Inc. ................ Cm 1300 SOFT 295 sQFT MiTz-Am 440 SOFT 604 SOFT Second 1073 sor-T Floor Plan TOTAL 3712 SOFT HEATED -SPACE Second Floor Plan 237 Seapuit Road Residence Ostervililk MA Aslodaba,I= 1284A Moro Saar O—W..MA a2655 GNG DESIGN Inc. aac c:sasacana.� / A paw //• / / / Mr--A— Roof-Observation level 268 SQFT Floor Plan TOTAL 268 SQFT HEATED - SPACE A1.3 Roo - serration cl Floor plan s.r:v.•-ry t Al :�•�'he'Comtrianvea�th ofMasscl�usetts Department of Industriar.Aeeidents Affe►fJfiY~w 6Q0'WashingtanStre6 ; _ . Boston;Mass..0Z111 Worker s' C m ensation nsurance Affidavit-General Busin:5 2': MA PON BLLSe• � „low .• , dress: at /l?�i� �•7` : ram.• h a 'SoB. �o-oz z�' S 7 f.%�✓/,LG state1. ' D ,d v/GGE 44 A 0.2 ' �� address : ! ?J I R0� Retail 5 R urant/Bai/EaYing Establishment . worksitel dhavdno one Basins RealFstae,Autos etc.)' X am•a sole roj?rietox an 0{fice[�Sales(mcluding . xking in anj�capath •e<n to ees full &' art times an err to er wi r . /�%% + ensation for my Y on this job.. 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D�IiC.':�r �d •. �,• f• $•r y:`::r,• r.,• •:`�+.:fi+,:._ e to$1 00,00 an or r. a:l�tt{ir:.t• .7.. fnstirsnc osition of crimfz►alpenaYti�s of a line r5 Fallure to secure coverage as required under Section 25A of MGL 152 can load to the imp + Isonment sa well u e}yrIl Penalties in the fc;m of a STOP WORK ORDFiR and a fino of�100.00 a'day against ma I understand that} e Yerificatlen• one years lmpr be forwarded to the Office of YnvrsHgatiom of theDlAfor eoYerag , copy o f this statement may ' ovided above isfru and corxecG unde t i andpenalties bf-PFO'ry that the information,pr I do hereby e Date ?7 , 5i�na hone print name ', ofiiew use only do not write in this area to be completed by city or town official (]Building peparb=Mt permitillcense# []Licensing Board city or town: ❑selectmen's Office Date is required ❑RealthAepartment , Q cheekif imm ediatt reap [Other phone#; contact person, ' frovi:ed ScpL 7003) —� a • Information and Instructions' L'aws'chapter 152 section 25 requires all employers to provide workers' eompenstion for their. eitS G .. ••vs Massachi . is.defined as every person in the sezvice o another under any contract . cn3P103'e ; ,As quoted 'fromfhe F`law", an em,�loyse of hire; or irn do; t ral or written, . e, I er is defined as an individual,partnership, association corporation or other legal entity, or any fwo or rngre of An emp aged-in a joint enterprise,aad including the legal-representatives of a decea_sed,employer, or the•receiver'or the foregoes enga8 artnershi association or other legal entity, employing employees. *Howevei••the owner of a trustee of an individual,p Px , dw�g house l�vvog,riot'fnore than three apartrne�s and-who resides therein, or the occupanto�`the,dwelling house bf s ersbns toad mainfeAance, constrnctibn or repair work on such cl.welIing fiou 1-or on the grounds or another wbo emplb3' F ` , t thereto shall notbecause Qf such.emplo}*mentbe deemed to be ari pzng�loyer. •bufiding.gppurtenan • •.. • • : ,; . � :• :;•...,,., '. ..,:: , ,. : , g'. b. 1;eba ter.1152 sectiOn 25 also'slatcs'fhat'evezy s°tate'or local hcensin a�eney sha19 fo any a cant who hall i 1KG p to operate a business or to construct buildings in the.con=o w Y applicant of a license or perm the Insulian6e not produced acceptable evicl.ence of co��enter into any contracgfor theperformance of public work unto coz�nonwbalthnor.an3�.of zts political sub . acceptable evidence of compli�oCe with t�e insurance requn ements•of this chapter bave been presented to the contracting.. authority. . A MEN Applicants Please a s''eompenyat r a€t'idavlt corz�letely,by checking the box that applies to your situation.,Please ply company name, address and phone numbers bers along with a certificate of insurance as all affidavits maybe submitted s ip to the Department'of Industrial Accidents•for confirmation of insurance coverage. Also'be sure to sign and date the affidavit. Thedavit should be rettunedto the city or town that the application for the permit or license is being t the pepartment o Industrial Aecidelts. Should you have any questions regardiri &6,gatl'.or if 'you are requested, no worlcers''comp p Qy please call theDepa�ntat•thenimzberlisteelow. t aired to obtain a ens lion Qfi . required City or Towns . f . Please be sure that the affidavit is cbmplete amdprinted legibly. The.Department hoaupeo iae the a space t th bo oxft of the affidavit far you to easie fill ott mthe Vent the Office of lnvestigatims has to contact y_ g g pp th ermit/licens e,m=b er which wM a us ecY as a reference number, TUh .aff 4yits may.b 6yeturned tq. be;sttretofill�m e 'arrangementshavebeenmade• theDepartnmtb�`, pI unICSS Other The Office of Jnvestigations would like to•tlia (You in advance for you cooperation and should you have any questions, esitate to'give us a•caTl...• please do noth s address,telephone and:fax number: The Depent' The Commonwealth Of Massachusetts Department-of Industrial.Accidents_ emu of li ns Limns 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 TheStPalll Surety St.Paul Fire and Marine Insurance Company Franklin Oaks Office Park 124 Grove St.—Ste 311 Franklin,MA. 02038 508-553-0700 Fax: 508-553-0760 December 23,2002 CERTIFIED MAIL-RETURN RECEIPT REQUESTED Town of Barnstable Building Department 208 Main Street Hyannis,Massachusetts 02601 RE: PRINCIPAL: Suffolk Construction Company,Inc. OBLIGEE: Town of Barnstable,Massachusetts BOND NO.: 412260 TYPE OF BOND: Street Permit Bond -Construction Activities at Weiner Residence, 237 Seapuit Road,Osterville,Massachusetts. SCCI Project#: 10-10-202033 Dear Sir or Madam: The Seaboard Surety Company as surety under the captioned bond written for a continuous term,beginning on the25 ph day.of March-, 2002 hereby notifies you that it desires and does hereby cancel said bond. Cancellation effective 30 (THIRTY)days from receipt of this notice. This notice is given to you in accordance with the cancellation provisions contained in the above bond. St.Paul Surety Christoher� Ward Christopher J. Ward Authorized Representative cc: PRINCIPAL: Suffolk Construction Company,Inc. 65 Allerton Street Boston,Massachusetts 02119 AGENCY: Aon Risk Services of Massachusetts 99 High Street ,Boston,Massachusetts 02110-327 1 Amending Bond Description•for Obligee St.Paul Fire and Marine Insurance Company United States Fideliy and Guaranty Company Seaboard Surety Company.. Fidelity and Guaranty . Insurance Company St.Paul Mercury Insurance Company St.Paul Guardian Insurance Company i r 00 I W3'7f , } TOWN OF BARNS]rI3f.,; 4_ BUILDING PEN.t•a.".' PARCEL ID 095 014 GEOBASE' ID 4467 ADDRESS 237 SEAPUIT ROAD PHONE i OSTERVILLE ZIP - i LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 60"78 DESCRIPTION NEW 9051 SQ. FT_ SFH AFTER DEMO UNDER#80375 PERMIT TYPE BUIL TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: ROBERT ITE Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: 743.5E BOND .1.00 Ox THE CONSTRUCTION COSTS $666 6.�6.00 4p�' 101 SINGLE FAM HOME ETACIi 1 PRIVATE P 4**ti?E''' ; * BARNSrABLF,63 + � � ED Mlr►� BUILD BY r DATE ISSUED 04/12/2 2 • EXPIRA ON DATE iN ,' • TOWN1 OF BARNSTA—BLE BUILDING PERMIT p , . PARCEL,'ID 095 014 `. GEOBASE' ID_ 4467 4- . ADDRESS=�. .�37 S•EAPUIT .ROAD - „. PHONE �CISTERVILLE ZIP LOT ; BLOCIC ' LOT SIZE ABA w DEVELOPMENT DISTRICT CO .z PERMIT 60378 DESCRIPTION NEW 9051 SQ. FT-, SFH AFTER DEMO UNDER#60.315 PERMIT TYPE BUILD..,a. . TITLE NgW- RESIDENTIAL BLDG PMT CONTRACTORS: ROBERi H WHITE Department of Health ,:ARCHITECTS! 1 P Y Safet., and Environmental Service'_, !''TOTAL FEES: $2,743.58 BOND _ $--00 °x �'CONSTRUCTIOR COSTS $86 ,'7896:010 101 SINGDE. F'AM HOME DETA6Hz6 1 PRIVATE P 0. ' i634, \r BULL BY DATE ISSUED 04/12/2 2 �EXPIRATI N •DATE THIS PERMIT CONVEYS NO RIGHT.TO OCCUPY ANY.STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY;PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY 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 CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR'TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU (READY TO LATH). ELECTRICAL,PLUMBING AND MECH- PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE 3.INSULATION. `: % OCCUPIED UNTIL FINAL INSPECTION'HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY,`.''. POST THIS CARD SO IT IS I ! VISIBLE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS i 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 , BOARD OF HEALTH OTHER:, ' �- SITE PLAN REVIEW APPROVAL I, i; WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THEINSPECTORHASAPPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION: NOTED ABOVE. TION. .4 I' �ki�b��M++en'NwM 4 .May - 11 -02 09: 11A Osterville Water iDpt 508 428 3508 P.02 Center ville-OstervilleNiaryt(ins Mith Watei- (Department. P.O. BOX 169 - 1)i8 MAIN STREET 0STERNALLF.,MASSACHUSETTS 02655 I. L o11;1_'Uu1; WATER}ro Hf)A♦;1Jo1•wn'n:R('0MnnssurNERN #y DEPT./y WAWA SUP1:K1N'1 i:N1)::NT A`tT°N5!r` FAN No 50842h..'014 March 8, 21002 -Ibwn of Barnstable Ruiidinu Uep't Y'17 Main Street I lyar.nis, M1A 02601 Re: Account 92542 Steven Weiner �37 Seapuit Rcia( Ost.erville, MA- (_i en t l crnCIA: On 'Thursday, March 7, 2002 we disconnected the water service at the water main at the property mwntioned above. It is 01-ir understanding the owner plans to demolish the house, rebuild and irstall a new water line at a later date. If you have arly questions, picase call out,office at 508-428-6691. Very truly ,you's, Craig Crocker Superintendent. CCi'jw I, ONSTAR 484 Willow Street,W.Yarmouth,MA 02673 EL EC rRI C GA S April 5, 2002 Town of Barnstable Office of Building Inspector 397 South Street Hyannis, MA 02601 Re: 237 Seapuit Road, Osterville To Whom It May Concern: d o Please be informed that there is no longer any electric service at the above reElenced a2dresci? v> rn co o I Respectfully, CD „ D /,, o Linda Roderick Yarmouth Service Center W/O 1201530 CC: Faxed -K. Almquist TOWN OF BARNSTABLE BUILDING PERMIT APPLICATTIIO . Map`S _-S� Parcel ' � - '' � /�(� � ermCit# A f•( /^ �� ._ � • � ems•—,.. Health'Division S _ `��'� a(10,�- j -r.0W a.0 SA I�v'TA$LEDat '° ue Z�a Conservation Division 7 ZDOZ Plw u�+Ccc�-c / (R, e'( Tax Collector SYS M UST BE Treasurer []I OPd SIN PWWCE 6 Planning Dept. B641,2o .my�-� r ONAMa WN DEAND Date Definitive Plan Approved by Planning Board �. d o TMNS f 0,9 D Historic-OKH Preservation/Hyannis f3o/ Project Street Address -A 9 cA-%�T 62 Village Os c LLei57 Owner 03 4 —ia s r 7t Tat Ad ss �o Ar roRC+�� S Telephone !�t qgz - C, t!" s .t[, duioZ��4867M0 i iiOiU � t-,)Permit Request c t G�� t czL G LJ c�f xop1 wC[+ - 2-P, GA RX==Pc.( G S r AL G = A i L-Lf k G 2.o�o r_�� 1 c--x,Lo c .� ?�c�2 si►�a�a�: Rc= u�-s Square feet: 1st floor: existing -74/ - = 2nd floor: a isting 0- proposed 11107' Total new It 9o-57 Valuation / �� Zoning Di rict /Z,F-1 Flood Plain 4 t� Groundwater Overlay _P1 P — Construction Type O o t - Lot Size fi 1'3 z ko Grandf I erect: ❑Yes Aft If yes, attach supporting documentation. Dwelling Type: Single Family Tw amily ❑ ulti-Family(#units) Age of Existing Structure 3 25, Hist is House: ❑Yes k No On Old King's Highway: Cl Yes WNo Basement Type: kf Full XCrawl ❑Walko ❑Other Basement Finished Area(sq.ft.) a$-5 J_ -t- Basement Unfinished Area(sq.ft) oe,3 Number of Baths: Full: existing 3 new Fay 3- y Half: existing 'z new 2- Number of Bedrooms: existing_ new 81 Total Room Count(not including baths): existing 4new First Floor Room Count Heat Type and Fuel: . Gas ❑Oil ❑ Electric ❑Other Central Air: O Yes ❑ No Fireplaces:Existing New / Existing wood/coal stove: ❑Yes ❑ No Detached garage:,dexisting Cl new size Pool:❑existing ,1'new size 9,9)(510 Barn:❑existing ❑new size Attached garage:❑existing Onew size // Shed:❑existing ❑new size Other: cQ _ x -` �' 1�1��- trt Zoning Board of Appeals Authorization ❑ Appeal#Jj '� "�V 1 3� Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use -Tog.. , wt Re'Scle-AiTZ Proposed Use Q c Ibe 74-c- BUILDER INFORMATION Name s��/� �vf�.�� G. c Telephone Number .917--5 /7 �/ - Z Z t Address License Home Improvement Contractor# co Worker's Compensation# ✓�2`P 6 dL ALL CONSTRUCTION DEB S RESULTING FROM THIS PROJECT WILL BE TAKEN TOT61(lrrn %P /`�iv►� �� T 7 SIGNATURE DATE 0,7A F FOR OFFICIAL USE ONLY _ r e PERMIT NO. .DATE ISSUED. MAP/PARCEL NO. - F x. ADDRESS � ' VILLAGE OWNER DATE OF INSPECTION: t " FOUNDATION _ 1 _ FRAME ► '`' rr" �.,- a" INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL. � 3 rEC J 1 1 ` PLUMBING: ROUGH . FINAL.:, ' FINAL y GAS:..' RQU '' FINAL 130ILDING "I. _ co lip DATE CLOSED OUT ` ' (ASSOCIATION PLAN 95. i c . —� m yyaa�k i3 , F { a ✓/2C 6OmYpZQ�211/CCL 6� BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR z Number: CS O46285 ^ ==='3..<.. Birthdate 03/26/1947 a I y Expires: 03/26/2003 Tr.no: 8858 Restricted To: 00 ROBERT H WHITEr 40 POWDERHOUSE RD EXT MEDFORD, MA 02155 Administrator I Mar- 11 -02 09: 16A Osterville Water Dpt 508 428 3508 P .02 Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369- 1138 MAIN STREET 0STERVILLE, MASSAUILISETTS 02655 "�� °sr C OFFICE >P u WATER 1* HOARD 01;WAI'1i14('0MMISSIONERS DEPT. WAI'I;R SUPUKINTI:NDENT �otys� TUL.No.1l)K X$8 I�H91 FAX No.5D8-438-45U8 March 8, 2002 I Town of Barnstahle Building Dept. 367 Main Street Hyannis, MA 02601 Re_ Account #t2542 Steven Weiner 237 Scapuit Road Osterville, MA Gentlemen: On Thursday, March 7, 2002 we disconnected the water service at the water main at the property mentioned above. It is our understanding the owner plans to detnolish the house, rebuild and install a new water line at a later date. If you have any questions, please call our office at 508-429-6691_ Very truly yours, Craig Crocker, Superintendent CC/jw r 04/05/2002 FRI 13:10 FAX 5766 OPERATIONS 1¢IUU1 1ONSMAM '4&4 Willow Street,W.Yarmouth,MA 02673 EL EC TR/C G.4 S April 5,2002 Town of Barnstable Office of Building Inspector 397 South Street Hyannis,MA 02601 Re: 237 Seapuit Road,Csterville To Whom It May Concern: Please be informed that there is no longer any electric service at the above referenced address. Resp z, �L Luin o ck Yarmouth Service Center W/O 1201530 CC:Faxed-K.Almquist AON Aon Risk Services Construction Services Group March 25, 2002 Mr. Walter McDonough Suffolk Construction Company, Inc. 65 Allerton Street Boston, MA 02119 RE: Principal: Suffolk Construction Company Obligee: Town of Barnstable Bond: Street Permit—237 Seapuit Road Bond Amount: $1,000 Bond Number: 412260 Dear Wally: Enclosed please find a Street Permit Bond for the above referenced project, per Kim Almquist's request. Arlene Wilson will file the bond. As always, we encourage you to carefully review the bond for accuracy, as this precautionary measure may help to identify any clerical errors that could result in the bond being rejected. Should you have any questions, or if I can be of further assistance, please don't hesitate to contact me. Sincerely, J an Brooker urety Account Manager Construction Services-Group ` Aon Risk Services,Inc.of Massachusetts 99 High Street•Boston,Massachusetts 02110 tel:617.482.3100•fax:617.457.7777•www.aon.com I LICENSE & PERMIT BOND Seaboard Surety Company Bond Number: 412260 KNOW ALL MEN BY THESE PRESENTS,that we Suffolk Construction Company,Inc. of 65 Allerton Street,Boston,MA 02119 as Principal(the"Principal"),and Seaboard Surety Company,of 124 Grove Street,3rd Floor,Franklin,MA 02038,a company duly organized under the laws of the state of New York,as Surety(the"Surety"), are held and firmly bound unto Town of Barnstable,Building Department,208 Main Street,Hyannis, MA 02601 as Obligee(the"Obligee"), in the penal sum of ONE THOUSAND AND 00/100-------------------------------Dollars($1,000.00) for the payment of which sum well and truly to be made,the Principal and the Surety,bind ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has been granted a Street Permit for construction activities at Weiner Residence,237 Seaauit Road,Osterville,MA SCCI Project#10-10-202033. (description of license or permit) NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION IS SUCH,that if the Principal shall indemnify and save harmless the Obligee against loss to which the Obligee may be subject by reason of the Principal's breach of any ordinance,rule or regulation relating to the above described license or permit, then this obligation shall be null and void;otherwise to remain in full force and effect; in no event shall the liability hereunder exceed the penal sum hereof. PROVIDED AND SUBJECT TO THE CONDITIONS PRECEDENT: 1. The liability of the Surety hereunder shall in no event exceed the penal sum of this bond as stated above,regardless of the number of years this bond shall continue in force. 2. This obligation may be canceled by the Surety by giving thirty(30)days notice in writing of its intention to do so to the Obligee,and the Surety shall be relieved of any further liability under this bond thirty(30)days after receipt of said notice by the Obligee,except for defaults occurring prior thereto. 3. Any claim must be presented in writing to Seaboard Surety Company, 124 Grove Street, P Floor,Franklin,MA 02038. 4. This bond will be in force for one year beginning March 25,2002 and ending March 25,2003. This bond may be renewed annually thereafter by issuance of a Continuation Certificate issued by the surety. Signed, Sealed and Dated this 25 h March 2002. WITNESS OR ATTEST: Suffolk Const cti n a \nc (Seal) Principa By: Name�l6i _ oiNT!GENERAL COUNSEL- WITNESS OR ATTEST: Seaboard.Suretv Com an (Seal) YVI -1- By: I)C44611 xdw - rooker,Attorney-in-Fact - U r le �ul POWER OF ATTORNEY Seaboard Surety Company United States Fidelity and Guaranty Company St.Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company . St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. St.Paul Mercury Insurance Company Power of Attorney No. 20153 Certificate No. 911''1 7 8 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,and that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the "Companies"), and that the Companies do hereby make,constitute and appoint Kevin A.White,Michael J.Cusack,Jean M.Feeney,Mark P.Herendeen,Susan M.Kedian and Jean Brooker Boston Massachusetts of the City of State their True and lawful Attorneys)-in-Fact, each in their separate capacity if more than one is named above,to sign its name as surety to,and to execute,seal and acknowledge any and all bonds,undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings req�ed r permitted any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument tot b�,s`°ig�neddland='sfe�aallleddtt i1�ltY1 lSt day of December 1999 Seaboard Surety Company�OV` y�Y'�'V ited States Fidelity and Guaranty Company St.Paul Fire and Marine Insuran Com_panyY� � 1 Fidelity and Guaranty Insurance Company St.Paul Guardian Insurance�Gompany� 1. Fidelity and Guaranty Insurance Underwriters,Inc.. St.Paul Mercury Insurance Complid"y�l1O��g • SUfir)y arWF po,,M_INy�9 Jp.,.,xslyq� ��tY1t,y0. �TcY �'�rtt �rtOPROR„gym Qi�AYORNt� a`7, i 1927 Ot t '� 1977 NtED JOHN F.PHINNEY,Vice President 1951 State of Maryland City of Baltimore THOMAS E.HUIBREGTSE,Assistant Secretary On this 1St day of December 1999, before me, the undersigned officer, personally appeared John F. Phinney and Thomas E.Huibregtse,who acknowledged themselves to be the Vice President and Assistant Secretary,respectively,of Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,United States Fidelity and Guaranty Company,Fidelity and Guaranty Insurance Company,and Fidelity and Guaranty Insurance Underwriters,Inc.;and that the seals affixed to the foregoing instrument are the corporate seals of said Companies;and that they,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. �O�Gcp FA L0 V� In Witness Whereof,I hereunto set my hand and official seal. NoBARY My Commission expires the 13th day of July,2002. ypgEcl,APO REBECCA EASLEY-ONOKALA,Notary Public 86203 Rev.7-2000 Printed in U.S.A. This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company,St.Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company,and Fidelity and Guaranty Insurance Underwriters,Inc.on September 2, 1998,which resolutions are now in full force and effect,reading as follows: RESOLVED,that in connection with the fidelity and surety insurance business of the Company,all bonds,undertakings,contracts and other instruments relating to said business may be signed,executed,and acknowledged by persons or entities appointed as Attorney(s)-in-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s)of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman,or the President,or any Vice President,or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved,printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and.subject to any limitations set forth therein,any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company,and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached;and RESOLVED FURTHER,that Attorney(s)-in-Fact shall have the power and authority,and, in any case, subject to the terms and limitations of the Power of Attorney issued them,to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings,and other writings obligatory in the nature thereof,and any such instrument executed by such Attomey(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I,Thomas E.Huibregtse,Assistant Secretary of Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company, St.Paul Mercury Insurance Company,United States Fidelity and Guaranty Company,Fidelity and Guaranty Insurance Company,and Fidelity and Guaranty Insurance Underwriters,Inc.do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. i IN TESTIMONY WHEREOF,I hereunto set my hand this 25 th day of WM.March , 2002 SIY+fIyRF \�,,, �NgG a+,xSUga ,�irq,yo V-�qq � .\ / 1927 � �tZOR>Oq,,f m =itOk glfn Oy TED tass 1.977 1951 / m # * ALfo'! ,,SEAL) n �p� �t� ��oarhw ,gsw i�; � 1A#4 ( t 13��y { Thomas E.Huibregtse,Assistant Secretary To verify the authenticity of this Power of Attorney,call 1-800-42.h3g8�11 a klfo`t e ow rtia AttQFney clerk. Please refer to the Power of Attorney number, the above-named individuals and the details of the bond to whiMtthe pow attached, VJ/t:jf GriUi 1 f.-P f Ol t 4004111 UCLL I•I1 I t'r'1CLL HICI.1-1 r'HUt CIL 790 CMR: STATE BOARD OF BUILDING REGCILA'nONS AND STANDARDS THE MASSACHUSETfS STATE BUILDING CODE Manual Trade-pfr W*rksheet Builder Name Dste ��tK ► - �� Permit ii I Builder Address -41—ck6jL%�1HA ,,. 0.� 1 weed By Site Address Z)nej I2 013 034 j l ,.� Pube � Submitted ByUP Phone��4a1��G PROPOSED REQUIRED CipSkvlieh Ft puS e Bcquired lnsulalion xTVetArra U-Value thsx a-Value U-Valse UA ableJ6.L2b xAnea = UA Ceiliag � ' abkJ6.22a .Q3� t�1=j •�iJ► �1�Q� ��'� j Floor Over Outside Air (Table J6.2.2a) ft= flz Tom!Area i Walls.V1rirJdowJte&Etd Tbors ltxsulwlon xng Raqmkvd mriptioo R-Value V-Vaha: Area UA U-Value xAm . UA (rAle L�J6.22b.e.d) 1�l 4l�b t�---► 32.3 . 13 7r� = (N TableJ1.3.3a) Doors (NFRC or Table 113.3b) Bii#hrgGlma Boots — ��g� (NFRC or Table J 1.S.3a) 33 Total Am ' fors and Fotmda&ns Inaulmion IamLalioo R- x Arse or Required REE�Eiorz Depth Value U-Vabue perimeter -UA U-Value x Area -UA F1oer Over Unrnndirioned (fable — J6 2s) Sea .03s 3,3 117 Hasemmt Wall abk J6.22f) -Zj& LOWT Z ,� UnheRted slab it (TableJ62.2 ) in HeWed Sirb able J6.2.2 ) in. Teruel NVOM4 VA be Iran rofar �----_.� Teal Ow of el"I ]rarer(&P Rrgabed W �„ UA 377 &Wdned vA e t �78 suit ent of Compiimee:Tile proposed buddmp dealdrl repreaerrtaA la � iJlSa etcY7riVrrRM(B cMtASfeletl oilJJ dtf bnildfitgPfGar.I�ae(fJeGrlor� �� aaumW d od=o koiadom mbmkW with the t ieahon. Regained UA '2-1&- QA1 b4fle-11sa AiJk*zd-,,a- •tom Breiklu/Desigher Company Namte Date ?60.22 790 CMR-Sixth Edition 2120/99 (Effective 3/1/98) RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 9 0 J-1 square feet x$96/sq. foot= 86 3181 o x.0031= 9 3. S�' plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft.l >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new buifding permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost rr =L Department of lain-,v"& �------ :: alflce atifin tJgatlgin 600 Washington Street Boston,Mass• OZIII m oance davit Workers' Co „ensati rill nInsur � name: location. hone# city ❑ I am a homeowner Petiorming all work myse'f ❑ I am a sole oroorietor and have no one workin m anv canaeito ////////,r//.l'/%/!/// 0//!%� g on this job.::: ::::::::::::::::. :.:::.:.:.::.::.:.:.]•::;,::::::: co ensation for my �y .:n•:::.?.)::::::::..,...:.::::::.::::.:.:::.::::::::::::::::::::::::..:.::,:::::::.:::..:..::,:.. rovidin workers mP lover g >:::.....:: :<:>:>: L v�n ame � COTIIt] .... .......... ........:... cite Ih ;:... ............. ............ ............................... ...::::::::::::::::::::.....:::::::::.................................. : .. :..... .......... .... ............. / / :. soli:proprietor, several contractor, or homeowner(circle vru)and have hired�contractors listed below who ❑ Iamas P have n P •ces: workers) ensatt the following mrota ...... ............... ............. ............, ..a...... ....,. ....... .. . .}.. ............ ........................;] ;:::}:}i:.;):.]:.;:.)::::.;]:.i].::::::::.i;):.;:� ...... ...... ..... .... ......... ........... .................... ..v..vv.,.•:T. 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" hone •: .. ........................................................ ........................................................ ............................ ...............................:........... v... •.:v: ........:::::...... ........ ..... ...;.._.::::::•):{{•?:............ :lFn'::.!i:;:];:^):•ai�::)`:::i::S;:•:;fit::::;.}:;i:':;::C::•:.,•::::::•.•. `''�:�:::::: of IwwI oo and/o, Failure seco:z thO a' eoveMe as required under Section ZSA of MGL 1S2 nn lead to atal peaaltles of a sae a �e years'imprisomnmi as weal as civII penalties in'thes ofform Inv of a STOPoW ORS ORD>DIA for c� o�00 a day s;aia�t nut I ai d copy of this a ffiy be forwarded to the OtII m I do hereby a raider the gauss mid penalties ojpequry that the injornration provrded above is tru'mid correct Y ,0 Z ' r Date Signatiue Plum°# MAkA print name ` ofgrial use only do not wrrte in this area td-be completedby ty or town otnalal /IImue# QBtzfldlap Departmcac Qjlcensing Board city or town• QSdectmen)s Otnce Q check if immediate response is required immediate (:] Depacreut — ❑Qther�� phone0; contact person; (rmw 9/95 PJA) I A.� C�1- CERTIFICATE OF LIABILITY: 03/14/02 INSURANCE " DATI:� w' aro2 PRODUCER THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION Aon Risi Services, Inc,of Massachusetts ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 99 High Street HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Boston MA 02110 ALTER THE COVERAGE AFFDjRj0ED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY PHONE-(617)462-3100 FAX- 617)457-7777 A St Paul Fire $ Marine Insuranca Co. INSURED COMPANY Zurich American Ins Co Suffolk Construction Co Inc B 65 Allerton Street COMPANY Boston MA 021190000 USA C COMPANY COVERAGES' b THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CON81TIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BYPAID CLAIMS. CO 'TYPE OV INSURANCE POLICI'SCdI BLR POLICY EPPCC•nY6 POLICY EXPIaMn Ox LIMITS LTR DATC CIDIMPNY) DATE(NDI1DDnY1 A GENERAL LIABILITY KK02900221 GENERAL AGGREGATE S2,000,OpO ' COMMERCIAL PKG. 08/31/01 08/31/02 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/CP AGG S2,000,000 CLAIMS MADE 7 OCCUR PERSONAL s ADV INJURY $1,000,000 OWNER'S S CONTRACTORS PROT EACH OCCURRENCE $1,000.000 FIRE DAMAGE(Any ono Tirol $100,000 MED EXP(Any one person) $10.000 A AUTOMOBILE LIABILITY MA02900027 08/31/01 08/31/02 COMBINED SINGLE LIMIT x ANY AUTO BUSINESS AUTO COVERAGE $1,000.000 ALL OVNVEO AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) { HIRED AUTOS BODILY RY K NON-OWNED AUTOS PeraeUtl l) PROPERTY DAMAGE GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ANY AUTO OTHER T HAN AUTO ONLY! EACH ACCIDENT AGGREGATE B EXCESS LIABILITY AUC 2918401.08 O8/31/01 09/31IO2 EACH OCCURRENCE $5,000,000 }{ UMBRELLA FORM COMMERCIAL UMBRELLA COVERAGE AGORECATE $5,000,000 OTHER THAN UMBRELLA FORM p WORKER'S COMPENSATION AND WVK2900725 x WC STATU- S OTF1• EMPLOYERT LIABILITY WORKERS COMPENSATION 08/31/01 08/31/02 EL EACH ACCIDENT $500,000 THE PROPRIETOR/ INCI PARTNERS/EXECun-we EL DISEASE-POLICY LIMIT $500,000 OFFICEFISARE: EXCL EL DISEASE EMPLOYE $500000 DESCRIPTION OF OPERATIONSILOCAT1oNSn/EHICLES/sPECULL ITEMS Evidence or Insurance Re: Building Permit CERTIFICATE HOLDER 'CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Town of Barnstable EXPIRATION DATE THERPOF, THE ISSUING COMPANY WALL ENDEAVOR TO MAIL Attn: Building Dept. 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. 208 Main St. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Hyannis MA 02601 USA I OF ANY KIND UPON THE COMPAN IT9 AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE AAN R*zA S or WAS"CHUSYTTS ACORD 25-S(1/9$ ZA aril/I.�tP Nn 57nnn91d4517 Hnlriar Id anPlHpr• Rf:rl C:ac!i ZO 'd Z0:OI ZOOZ SZ JPW Z1ZZ-ZSb-Zi9:xed S=M3S ;ISM NOU I� r� DOC:7e^c;159 10-19-93 03:03 1 C1'F#.155218 I' BAR14STABLE LRND COURT REGISTRY (QUITCLAIM DEED L. We,LANSING E.CRANE and CMUSTOPHER M.CRANE,Executors of the Estate of " Cooley G.Crane,a(see Berkshire County Probate Court Docket No.98P0254-EP,)for. consideration in the amount of TWO MILLION SIXTY-EIGHT THOUSAND AND NO/100 " ($2,068,000.00)paid,grant to MARTIN A.GLAZER and ALAN W.ROTTENBERG, TRUSTEES OF THE 234 TRUST,u/d/t dated September 28,.1999,to be recorded herewith, J( with a mailing address at c/o Goulston&Storrs,P.C.,400 Atlantic Avenue,Boston,MA 02110- W 3333,with QUITCLAIM COVENANTS,a certain parcel of land situated in that part of the Town and County of Barnstable,Commonwealth of Massachusetts,called Osterville,more particularly bounded: No W 10 N' gt I :w o at to _� 2 (i.a T t �0 I w X -] V/ I Y cc- W ¢ O Q FS-. 0 Ly So/ 1 a a M N '�" !sf•1'P!N�n FOR REGISTRATION 'C�IrVEXT j)+ree, M�7f1 ki i LOT 12: NORTHEASTERLY by the Southwesterly line of a Way marked on plan hereinafter referred to"Way 40 feet wide", 125 feet; NORTHEASTERLY again by land of Seapuit,Inc.by three courses, 114.70 feet;6.60 feet;and 90.44 feet; SOUTHEASTERLY by land of Seapuit,Inc.,346.51 feet; a SOUTHWESTERLY by Isham's Pond,347 feet,more or less; NORTHWESTERLY by Lot 11 on said plan,383 feet,more or less. a: Said premises are shown on a plan entitled"Plan of Land in Osterville,Barnstable,Being subdivisions of land shown on L.C.plan No. 15055A and Lot J on L.C.Plan No.5725F dated p. November 6, 1961,T.H. Stegmaier,as Lot 12,said plan being presently numbered 5725-Y,and duly filed with the Land Court Engineer at Boston,Massachusetts. Said premises are conveyed together with the benefit of and subject to the right to pass and repass over the forty foot way shown on said plan above referred to,and over Seapuit Road to the public highway,in common with others entitled thereto;reserving to Seapuit,Inc,,its successors and assigns,the fee in said forty foot Way and also the right to use said forty foot Way in common with the Grantee,and the right to convey similar rights to use said forty foot Way as appurtenant to its remaining land. Said premises are conveyed together with the tight to matntwnva rious pipes and conduits underground in said forty foot way,together with the additional right to run underground wires, cables,or conduits from the nearest pole to said forty foot way,maintained by the Cape& Vineyard Electric Company over other land now or formerly of Seapuit,Inc. Said premises are conveyed subject to a View Easement Agreement between Holbrook R. Davis and Arthur E.Crane and Cooley G.Crane dated December 22, 1961, the terms and conditions of which are more fully set forth in said Agreement,duly recorded and filed with Barnstable Registry District of the Land Court,as Document No.73244. G! 2 i 7!. Said premises are conveyed subject to the restrictions,agreements and easements set forth �l �. in the deed from Seapuit,Inc.to Arthur E.Crane and Cooley G.Crane dated December 29, 1961 :i and recorded with the Barnstable County Registry District of the Land Court as Document i 73242. Being the same premises conveyed to Arthur E.Crane and Cooley G.Crane by deed of Seapuit,Inc.,dated December 29, 1961 and recorded with the Barnstable County Registry District of the Land Court. See Certificate of Title No.27977. Arthur E.Crane died on December 1, 1985. Cooley,G.Crane died on December 6, 1997. LOT 1: NORTHEASTERLY by other land of Seapuit,Inc., 125 feet; SOUTHEASTERLY by other land of Seapuit,Inc.,365 feet,more or less; SOUTHWESTERLY by Isham's Pond, 127 feet,more or less;and NORTHWESTERLY by Lot 12 on a plan hereinafter referred to, 118 feet and 230.05 i feet. i is ih Said premises are shown as.Lot I on a plan entitled"Plan of Land in Barnstable-Mass. Being a subdivision of Lot C3 on L.C.C. 15055-C"dated October 7, 1968.Barnes Engineering Company,Inc.,duly filed with the Land Court Engineer at Boston,Massachusetts. Being part of premises described in Certificate of Title No.5377. L,Cp• The premises herein described are conveyed subject to the restrictions,agreements and easements set forth in the deed from Seapuit Inc,to Arthur E.Crane and Cooley G.Crane dated November 23, 1966 and recorded with the Barnstable County Registry District of the Land Court as Document 125941. 3 i h V LOT 31: ." Being shown as lot 31 on a plan entitled"Subdivision of Land in Barnstable, Massachusetts",being a subdivision of Land Court case 26772, 15055,and 30878 dated July 15, 1969 by Barns Engineering Co.,Inc.,duly filed in the Engineer's office at the Land Court yi ' September 4, 1969 as plan 26772V and bounded: NORTHWESTERLY by land of the Grantees,365 feet,more or less; NORTHEASTERLY by land of Seapuit,Inc.,292.71 feet; EASTERLY by lot 32 on said plan,707.17 feet; i SOUTHERLY by said lot 32,351 feet,more of less; WESTERLY,NORTHERLY and WESTERLY by North Bay o Contained 309,235 square feet. Said premises are part of the premises contained in certificate of title 5377,27108,and 27110, y`1 The premises herein described are to be conveyed subject to the restrictions,agreement m and easements set forth in the deed from Seapuit,Inc,to Arthur E.Crane and Cooley G.Crane dated September 12, 1969 and recorded with the Barnstable County Registry District of the Land Court as Document 134368. 1' Being the same premises conveyed to Arthur E.Crane and Cooley G.Crane by deed of Seapuit,Inc.,dated September 12, 1969 and recorded with the Barnstable County Registry District of the Land Court. See Certificate of Title No.47130. Arthur E.Crane died on December 1, 1985. Cooley G.Crane died on December 6, 1997. a� 4 j' WITNESS our hands and seals this day of October, 1999. I, CFansing_E.Cr e,Executor of the Estate of Cooley G.Crane Christopher M.Crane,Executor of the Estate of Cooley G.Crane i THE COMMONWEALTH OF MASSACHUSETTS Berkshire,ss. October I7 ' 1999 Then personally appeared the above-named LANSING E.CRANE,Executor,and acknowledged the foregoing instrument to be his free act and deed,before me, _ l(�U�%►1XIIJC C BSc A .�.�s Notary Public My commission expires pECEA11,2003 . THE COMMONWEALTH OF MASSACHUSETTS Berkshire,ss. October 1999 y Then personally appeared the above-named CHRISTOPHER M.CRANE,Executor,and y4. acknowledged the foregoing instrument to be his free act and deed,before me, is q,1 `3 I� t A01 Em RES Notary Public UECEIA ER11,2003 ,1` My commission expires: i BARNSTABLE REGISTRY OF DEEDS I BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER SUBDIVISION PLAN OF LAND IN BARNSTABLE 5 T.H. Stegmaler, Surveyor November 6, 1961 N SEA PUIT ROAD 0 0ti E owl o o 0 Seapui'L, Inc. Plan 5725 Cert. 1858 CerL. /9694 i ' oo R� 1� SV• mo6. r� i `.... � 4Yesl.:e t.•.n'?.ter?` N �' � u1 4� iox/ oo�i�FB'� Q /2 5.0 y�� y NO c 1 ' Subdivision of Part of Lots C-& J \� Shown on Plane 15055 C & 5?25J Sh.1 �. Piled with Cert- .:of Title Nos. 10224 & 1858 \ Registry Distriot of Barnstable County �. Separate certifka eS of title in y be Issued for land shown hereao es. 9 �_.1/.!�w -------- 8 the Court. --------__ y CON of if of p/dn r ) LAND RIVISTIAT M OARCE pre415-/g,[�6� --- r_'� Seafe.of this plan 100 fart to an Inds C.M.Anderson,fopb er rw tbu t vt SUBDIVISION PLAN OF LAND IN BARNSTABL$ Barnes Engineering Company Inc., Surveyors Sheet•.,::'.:: July 15, 1969 1 a • w I Z �v L C.Pleas 19o55 Carl. 6777 Seapuit, Sea puit I nc. Inc . PN L.C. Na 1507'5 L.C.No. 15065 J Cart, tlo. 5377 Cent.No.5777 aj 7 c'j S66*540ef E S %,1 V V oo s S2.QO e' ^' 7.0 Az f-ig5.t1�. "�s•sly. � . o"^ nmN ?9?>/�..F c.e. 26$$$e •1,`.. .. .'p + R,1xp.� 13 ' •: a� 4�1 Lie 3331 • G :44 2� ? o $. 32 A`� p �J e •� M �' D t O J y 3 35 ,.. �a G�'+ y,� ' � •�, aP Prp�j ,4. �u 30 .28 H }a•yrwt'°� ��0� 27 Yp 28 v y Subdivi.slon of Lots 1,3 & pa Et of Lots 2, 4 & C2 & Land Shown on Plans 26772B, 15055 & 30878A Filed with Cert. of Title Noe. 23115, 10224 & 28242 Registry District of Barnstable County Separate certificates of title may he issued for land Shown hereavr Qod_oo.Sbssl.2.af J eta 2$Jhre.33..... By the Court. lANO TION AF'. _ lAp. i R Doc i 838T 887 65-C-2851 11113 Ctf*z161346 T RE61STl1 BARNSTABLE LAND COUR I, HOLBROOK R. DAVIS, of Osterville, Massachusetts, for consideration paid and in consideration of ONE HUNDRED FORTY THOUSAND AND 00/100 ($140,000.00) DOLLARS, grant to MARTIN A. GLAZER and ALAN W. ROTTENBERG, TRUSTEES OF THE 234 TRUST u/d/t dated September 28, 1999 and filed with the Barnstable Registry District of the Land Court on October 19,1999 as Document No. 782158, c/o Martin A. Glazer, Esq., Goulston & Storrs, 400 Atlantic Avenue, Boston, MA 02110, with QUITCLAIM COVENANTS, three parcels of vacant land situate off Seapuit Road, Barnstablc (Ostcxvillc), Barnstablc County, Massachusetts,described as follows: Parcel One: of 155 on Land Court Plan 5725-54, being a plan drawn by Down Cape Engineering Co.,dated March 14,2000. Parcel Two: Lot 157 on Land Court Plan 5725-55, being a plan drawn by Down Cape Engineering Co.,dated June 28,2000. Parcel Three: Lot 160 on Lana court Pian 5725-56 , being a plan drawn by Dowrt Cape Engineering Co.,dated July 7,2000 revised August 21, 2000• Said Parcels One, Two and Three are to be conveyed. subject to the following restriction for the benefit of the remaining land of Holbrook R. Davis in Land Court Case 5725-0: "For a period of 10 years from the date of the deed conveying the same, said LAW OFFICES OF JO►N R.AL+GER.P.C. Parcels 1, 2 and 3 shall be restricted to use as a driveway and entrance way to be S BARKER ROAD P.O.BOX 449 OSTERVILLE.MA GZGSS-0449 7 i designed and placed at the discretion of the GRANTEE or for other non-building purposes, and no building of any sort shall be erected on the premises. That portion of Lot 155 lying easterly of the line marked"recreation use line"may be utilized for a tennis court, swimming pool and other recreational uses; however, no building including pool house, shall be erected thereon during the 10 year period. Parcel One is to be conveyed subject to the,restriction that no structure or driveway will be built along the westerly 20 feet of Parcel Two;however this restriction shall not apply to landscaping. So long as the GRANTOR herein owns land, including the house lot of the GRANTOR, abutting Parcels One, Two and Three, the GRANTEE, or his heirs, executors, administrators, successors and assigns, shall not sell Parcels One and Two without first offering the GRANTOR,his heirs,executors, administrators, successors and assigns the right to repurchase the same at a price equal to the price offered by a bona fide prospective purchaser. In the event that the GRANTEE his heirs, executors, administrators, successors and assigns desires to make such a sale, he or they shall give written notice sent by registered mail to the GRANTOR, his heirs, executors, administrators, successors and assigns, wherein shall be stated the name and address of the prospective purchaser and all.tne details of the ot'br made by him to purchase. The GRANTOR, his heirs, executors, administrators, successors and assigns, shall, not later than twenty days from receipt'of said written notice, notify the GRANTEE, his heirs, executors, administrators,successors and assigns, (the"Offeree") as to whether or not he desires to repurchase the above-described premises upon the terms stated in said written notice,:and in the event he so elects to repurchase he shall have ninety days from the receipt of said written notice to complete the repurchase. If the Offeree fails to timely elect to repurchase or fails to repurchase or waives his right to repurchase, the Offeree shall have no further right. The GRANTOR, his heirs, executors, administrators, successors and assigns, may waive said right to repurchase the same premises provided the same is in writing. Unless specifically stated to the contrary, the right to repurchase shall apply for the benefit of the GRANTOR, his heirs, executors, administrators, successors and assigns, and the said right to repurchase shall be upon the same terms and conditions and at the same price similarly computed. So long as this right of first refusal remains in effect, the GRANTOR may assign his rights to allow DAVID K. CASE and CAROLINE R. CASE, the owners to the north, .so long as they are the owners thereof, the right to exercise said right. This right of first refusal shall not apply if said Parcels One, Two, and Three or any part thereof are. being conveyed for conservation purposes or if being conveyed as part of a sale of the balance of the GRANTEE'S property,provided,however, the same shall apply to any subsequent transfer as aforesaid. For title see Certificate of Title No. 61264. / O 3 7 r„ WITNESS my hand and seal this -2 D day of 1-yte-"cL ,2000 Holbrook R.Davis .f MAR :+ 2001 , i 7Zr- S's' 7 flan�715-s� Lnt /to v I44MME0 AS TO MCAIPTION ONLY! obis A.Moore,Engineer TGl� STATE OF COUNTY OF DATE: Then personally appeared the above-named Holbrook R. Davis and acknowledged the foregoing to be his free act and deed,before me NOTARY PUBLIC My Commission Expires: ' }' ^�" - '• r PATAICIAA.LOWE ` Notary Publla,State of FloAda "' 0 •.....• r IJIy oortrn.explree Jr/Y b,?A03 �.!b '�1:�,•�,. Comm.No.CC464386 - BARNSTABLE COUNTY REG OF I REGISTRY OF DEEDS REG t# 23 V V16UNTY EXCISE TAX BARNSTA13LE --------------------- 05/01/01 10115AM 04 OOM Nan DATE 05.01.'01 TUE FEE 6478.80 TAX $319.20 CASH $4.76.$G TOTAL 0319.20 CASH 1319.20 CLERK 1 NO.008062 TIME 14:15 2222 !Go�NG�� PNS�C �Pao 6P.GAS GO JoN�F � BARNSTABLE REGISTRY OF DEEDS rao-ao mot '°® SLB20 Dm'q�nomrv6.1.mvm BEB o"'y Te�7P u 61i0A3ANf16 QNvi nv Sif33MON3 'IIAIJ vee<I Ym 'oOr '8mjaaorBQ`a adaa O.xop �ssml vm arse-zar-voe ml � � ,_ oaoe ' c•-sn-Los ve e•t[1 ♦ LeMWella[a laDu OM1I,A�III w DN.WDllJ1 M�6a0YDp >oit xa lerM nx LY.aa TNT LaU lbq M1L612 I •m1ODw]l.en bLL LB ♦ b0 Mvn rma nx mranetlnWb Dnpebe enwo[nu w p`nb.y m e.MWvrnalm ax - ' ♦ - • a glee ru00C[1 ebl i�OL�a ANY Lx�gLFB�iOYI��:IT ' '- { 4� AULC m.tLaSpel Ar larax ♦ - ♦ `� RY'Irm A¢'mp®aYW ii�aax KYa[vn Munn Lip QI m9 "�L' p1101 o L1Fa ♦ { D n1A re.gY an TLAee W O•elllar —�zTiZ3—E .o i ♦ e�v 3 amaze mM nvr = a, •` \ ,oxiwa»Wwoa¢sD bla.m T.awa. ` ♦4 `�rroa. 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Town Hall CRANE, ARTHUR M-792 $0 367 Main Street GLAZER, MARTIN & ROTTENBERG TRS 10/19/1999 C155218 $2,0 Hyannis, MA 02601 Phone 508-862-4000 E-mail Contact Town Hall Land and Building Description Land Building Lot Size(Acres): Year Built: i http://www.council@town.bamstable.ma..../resultsk02.asp?MAPPAR=095014&Bl=Submi 03/13/2002 i I Tgwn of Barnstable Assessors Division Page 2_ g of 10.82 �96� Appraised Value: Q v� rea: $ 1,637,100 �2744 Assessed Value: Replacement Cost: $ 1,637,100 $339,789 Depreciation: 18 Building Value: $ 329,600 i Construction Details Style: Interior Walls: Modern/Contemp Drywall Model: Residential Interior Floors: Grade: CarpetPine/Soft Wood Luxury Grade Stories: Heat Fuel: 1 Story Oil Exterior Walls Heat Type: Wood on Sheath Hot Air Roof Structure: AC Type: Gable/Hip None Roof Cover: Bedrooms: Wood Shingle 4 Bedrooms Bathrooms: 3 1/2 Bathrms Total Rooms: 8 Rooms Outbuildings& Extra Features Code Description Units/SQ FT Appraised Value Assessed Val FPL1 Fireplace 1 $2,500 $2,500 Building Sketch T i •y • , w O http://www.council@town.bamstable.ma..../resultsk02.asp?MAPPAR=095014&B1=Submi 03/13/2002 Town of Barnstable Assessors Division Page 3 of 3 Back-Forward Home I Departments I Town Information I Contact Town Hall Website Developed and Maintained internally by the Town of Barnstable Information Systems Department Town Hall-367 Main Street- Hyannis,MA-02601 -508-8624000 iDISCLAIMER: Although we strive to provide accurate information,we are only human. Please consult directly with the appropriate department if there is a question of accuracy. Copyright 2001©Town of Barnstable. All Rights Reserved. hq://www.council@town.bamstable.ma..../resultsk02.asp?MAPPAR=095014&B1=Submi 03/13/2002 • I REFERENCE DATUM IS MEAN LOW WATER=0.0 fEMA DATUM /S N.&V..D. EP REF: BARNSTABLE ASSESSOR'S MAP 95, PARCEL 14 1Q SEE SHEET 7 FOR COORDINATES Q N HOLBROOK R. DAVIS NORTH NF T �- P.O. BOX 572 BAY u- OSTERVILLE, MA 02655 LOCUS BAY STREET BAMEDIRL MA PROPOSED NOfldWbXE DEWATERING <1 AREA ACOE PERMIT #62-090 c�' Roy q yG� DPW PERMIT #965 2l2 DEQE PERMIT #179 iviL c �SSIONAI, G PROPOSED RAMP, —' \7 �� FLOAT AND / RECONSTRUCTED PIER sr IfARYs '. ISYAND © p� • . 5 1 I-IAH S POND PROPOSED MAINTENANCE 1 DREDGE AREA \ TO —5 MLW \ NSF SAMUEL S. MUWN, TRUSTEE NORTH BAY 34 GOVERNOR LONG ROAD 1 HINGHAM, MA 02043 0sq �00 PC 2 O 1 PREPARED BY KEY MAP COASTAL ENGINEERING CO., INC. 0 260 CRANBERRY HIGHWAY ORLEANS. MA 02653 PLAN TO ACCOMPANY PETITION OF 10=200' DRAWN BY.MJ C16264.dwg 8T PARINERS LLC TO LICENSE, RECONSTRUCT AND MAINTAIN AN EXISTING PIER AND LICENSE AND MAINTAIN PROPOSED RAMPS, FLOAT AND MAINTENANCE DREDGING IN NORTH BAY, BARNSTABLE, BARNSTABLE COUNTY, MA C16264.00 APRIL 4, 2OD5 SHEET 1 OF 7 REFERENCE DATUM IS MEAN LOW WATER = 0.0 s \ ASSESSORS MAP 95 PARCEL 14 PROPOSED \ ` 414' RAMP PROPOSED 418' PIER EXTENSION ` �--- EXISTING 472' PIER TO BE RECONSTRUCTED TO 90 x-2.2 \ • . \ .�2 \ \ \ x-2.2 = '• S PROPOSED PROPOSED----'* RAMP PROPOSED PILINGS z-1.6 q� © x-2.1 x-2.5 x-2.7 ' •4 y PROPOSED PROPOSED TURNING AREA 8'x25' FLOAT TO —5 MLW \ ® 1SMAWS POND x-20 z-27 PROPOSED 40' x 930' MAINTENANCE DREDGE AREA TO —5 MLW �ql x-2.6 6 �00 ZN of x-22 c} ROY ,4cyN PION 10 0 40 4 1*=40' A�o,�FG/S7ER�`�\a�``� SS/ONAL ENG PLAN TO ACCOMPANY PETITION OF SEAPUIT PMTNEM TO LICENSE, RECONSTRUCT AND MAINTAIN COASTAL PREPARED BY N AN E)ISTING PIER AND LICENSE AND 60 CRANBERRY HIGHWAY MAINTAIN PROPOSED RAMPS, FLOAT AND ORLEANS, MA 02653 MAINTENANCE DREDGING IN NORTH BAY, DRAWN BY:MJ C16264.dwg BARNSTABLE, BARNSTABLE COUNTY, MA 06264.00 APRIL 4, 2005 SHEET 2 OF 7 k RffERENCE DATUM IS MEAN LOW WATER = 0.0 x-2.6 �q �. . • x-0.9 N syFTGN� ST. MARY'S ISLAND ��. x-0.5 x-2.6 x-3.3 x-0.5 ISHAM'S POND PROPOSED 40' x 930' x-2.4 MAINTENANCE DREDGE pp0 AREA TO —5 MLW x-3.7 x-1.6 x-4.1 �0® 2.2 x-1.7 x-3.8 x-1.1 x-1.8 x-0.6 x-3.9 / x-4.0 x-0.6 x-2.1 x-2.3 \ NORTH BAY x-3.2 O x-3.5 x-2.7 �p0 -4k1 OF 4tq 0 x-3.7 k • x-2.9 ADO 9F6ISTEP��`cS� NAI yF`yG PLAN , x-3.SFT� _ 1p 40 1._40, PLAN TO ACCOMPANY PETITION OF SMIT PARTNERS LLC TO LICENSE, RECONSTRUCT AND MAINTAIN PREPARED BY COASTAL ENGINEERING CO., INC. AN EXISTING PIER AND LICENSE AND 260 CRANBERRY HIGHWAY MAINTAIN PROPOSED RAMPS, FLOAT AND ORLEANS, MA 02653 MAINTENANCE DREDGING IN NORTH BAY, DRAWN BY MJ C16264.dwg BARNSTABLE, BARNSTABLE COUNTY, MA C16264.00 APRIL 4, 2005 SHEET 3 OF 7 i REFERENCE DATUM IS MEAN LOW WATER = 0.0gT N x-3.�T g�F x-4. PROPOSED 40' x 930' MAINTENANCE DREDGE x-4.7 AREA TO -5 MLW x-5.4 NORM BAY 00 �o �00 x-5.6 �N OF ly,9ssq O O ROY cyG ND.41458 Q o A� s� �� G/��ONAI 4&:-fI PLAN 1'=40' PLAN TO ACCOMPANY PETITION OF IT PARTNERS LLC TO LICENSE, RECONSTRUCT AND MAINTAIN PREPARED BY COASTAL ENGINEERING CO., INC. AN EXISTING PIER AND LICENSE AND 260 CRANBERRY HIGHWAY MAINTAIN PROPOSED RAMPS, FLOAT AND ORLE % MA 02653 MAINTENANCE,DREDGING IN NORTH BAY, DRAWN BY:MJ C16264.dwg BARNSTABLE, BARNSTABLE COUNTY, MA C16264.00 APRIL 4, 2005 SHEET 4 OF 7 J Of MASS�i+ z o LU � z im y � C.D OY iGl, >t .< Lu Uj � OJ CIVIL w O V y. W O¢ � T Qip No.41458 O—O 11 0 ADO gFG IN Cn 1STER�� Q O�J II p- I O W S9�ONALE�� w _ = If w V) U 0 0 a�n I o C-) 0 X � z CL ao a ¢ I IL w w o � W � 1 N N d O ON 0=� x♦ M < d t� W ' ♦♦ V ¢ 0 O cr Z ♦ Q C.D Cl to 1 ♦ 1 w O I ccl n � O ell I LLJ c W w o LLJ V 1 t[) � U o V'�00 V.! to w W w rrAA I II III O O a a O OU vJ I »I o ^ aQ rn x Li Cal 1 vAJ N ¢ U N I Q Z IY W I N N Q .� O / Q U Z O Q / � moo U) Q } U W / Wcr. Q O `er } Up�p O U LLJ Q p J L) to 00 cn _ CO I W � � u— z II w I w V cooJ Nw� OfM o_LLJ NN (n wp� O O w Jw J CL CL O W W C O (c% cr W> 0- d o O O f- O X PLAN TO ACCOMPANY PETITION OF SEAPUIT PARRUMS LLC TO LICENSE, RECONSTRUCT AND MAINTAIN COASTAL PREPARED BY AN EXISTING PIER AND LICENSE AND 60 CRANBERRY NHIGHWAY MAINTAIN PROPOSED RAMPS, FLOAT AND ORLEANS, MA 02653 MAINTENANCE DREDGING IN NORTH BAY, DRAWN BY:MJ C16264.dwg BARNSTABLE, BARNSTABLE COUNTY, MA C16264.00 APRIL 4, 2005 SHEET 5 OF 7 i i REFERENCE DATUM IS MEAN LOW WATER = 0.0 4' 2x6 HANDRAILS ROUT EDGES 20 2x4 SIDE RAILS W/ 46 POSTS (TYP) N 3/8"0 THRU BOLTS 2x8 JOISTS FLUSH FRAMED 2x6 DECKING (NORTH/ ® 2' O.C. AND NAILED (TYP) SOUTH ORIENTATION) 2 - 2x8 STRINGERS (EACH SIDE) W/2 - 5/8"0 THRU BOLTS ® POST CONNECTOR 2- 2x8-YOKE 2- 3/4"0 BOLTS cn 3X6 BRACING WITH 3/4" DIA. BOLTS o I � 8"0 x 20' PERMANENT PILE GRADE EXISTING S G E LO ANCHOR TYPE TO BE APPROVED BY ENGINEER H OFMgssq ROY `'yG PER DEWo R Fa 4 U � NOT TO SCALE O TER�\��Q s�ONAL E ' PLAN TO ACCOMPANY PETITION OF EMIT PARTNERS LLC TO LICENSE RECONSTRUCT AND MAINTAIN PREPARED BY COASTAL ENGINEERING CO.. INC. AN EXISTING PIER AND LICENSE AND 260 CRANBERRY HIGHWAY MAINTAIN PROPOSED RAMPS, FLOAT AND ORLEANS. MA 02653 MAINTENANCE DREDGING IN NORTH BAY, DRAWN BY:MJ C16264.dwg BARNSTABLE, BARNSTABLE COUNTY, MA C16264.00 APRIL 4 2005 SHEET 6 OF 7 DREDGE AREA MASS NAD83 COORDINATES (METERS) Q N 2692756 E 957491 Q N 2691935 E 957172 Q N 2691954 E 957135 m N 2692659 E 957410 Q N 2692685 E 957399 Q N 2692707 E 957342 Q N 2692800 E 957378 "OF ss� ROY E G v a LNio �9o, S�iSTEA��`Q TONAL E PLAN TO ACCOMPANY PETITION OF SMIT PARTNERS LLC TO LICENSE, RECONSTRUCT AND MAINTAIN PREPARED BY COASTAL ENGINEERING CO:, INC. 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GRAPHIC SYMBOLS DRAWING SYMBOLS ARCHITECTURAL ABBREVIATIONS VICINITY MAP PROJECT INFORMATION DRAWING LIST lYsl OOLIIN a1D IplillOil eM as 40e0lf•- 1w Pr'06 IIL m few.Is"ow— .� AO Cover Sheet,Project Into.Notes Fpall'wF PrV� ARCHITECTURAL •'o l e• YM61=1P.MI6OL01{>! � M tr�d E� FED Prolec1 Address: 237 Seapuit Roatl @�1�Y0>.L e�>apV,f r MONO ROOIAmI1 p �` Illit, ��. 1� FI��W \ Osterville.MA S��O�uo-,Sc0olr�d Rotor �0 RS •K• - brr Irr N �^,ry R �V 111, 0��-b /M_tY rr� M ,sI Al.0 Rool Plan 070a IIN y it, =_ I�I��11 'Y OWNER A2I Bunding Elevatlom m =y O r sF•1°ur m Silvia 8 Silvia 2 u0ding Ele ®� Mil TFR! LM► M- I�i I w�irr,Z�li.rMrl !r h ��bxa�sylnc. II Ing EI a —Or rR O.hr ® Ipp I1N � s'+m^a`` Pmm�e:tsoel.maaa - U Miff eSticni 000u runt an w 1++� Ili' 64 + P:. :o,A , 1; LDIN ® PT. ,..d ID M ws SITE CIVIL kY DOOR MlmF Or � w we W p �'�'�� e p EDWARD L.PESCE P.E A41 � IYf l 1Y:lrr t.m lrrr rrY fOF ..r.. y PESCE ENGINEERING AOA MOOI Twe ��Fr CC��YY M. � d"I P�q Iryiy�4 r AND ASSOCIATES AB.1 4D—Ili Pipe cm Ills YrwrY Wry bid�y, 011117 Holl"m 7 �` w I,rer1 a =rd �'y'is LANDSCAPE ARCHITECT �j ne.l flee. Viz/-Etl�piiiiiiR a/eer ols mew R JY Ins, Q„p Kw STRUCTURAL ®Mm MM M !ter , In Y.*" M M� S0.0 Foundation Plan 00L �� S0.1 Foundation Detalts ,a,�,IrOm ,'.—6 0.),ow w r".r.I4 n u�.. LOCUS MAP $ z0 Second r or ing Plan g Plan OOID `� „ Wilbur STRUCTURAL ooder 52.1 Second Ce06,g L Wall Framing Plan �" —�-� '""-' 1f �7w NOT 7° Cover Title Y�e� AD I.......- �'�•�� aT MA 00 re rerr 12 PlI Og 1��.r.erre .IMF Asdd r4 Yoder 8 TidwevAl,Lld. 53.1 Roof FramingPlan g ■/O1R W err)rM V IFI ey! 7ef! q I err 14 Imperial Placo f>Y I" r eerM atlFel 101 Ir.of swl P.Imp n 1.o1= 54.0 Iv�/eetl ■e-O IWitl r 11RD e�"' ~ mon.:.o,.75,.2.00 54.1 M wit *"tyb F-401-274.7517 r+ IIP*,r.I llrYe�II.1r wx yy, ON �r li _srrYrVl twI1D =.I4Mer GENERAL CONTRACTOR MECHANICAL a r Illf. ,rrY u .1✓ MI aewn ry: IIOIFIII AllllOr W arlr Irrrl tr eYee� Silvia 8 Silvia GG F9lflai tl4D �^—'1h�me* % Ili MJ GNG ~� Y~MI `��r111 ASsooiates.Inc M2 cn.cbn Fr. MA TW•rsreerr) A �e� I.p err VW lri ! um mR0 Wr.Y(.fir. re y ELECTRICAL IIIIIIIIIIIIIIIIIIII,LwF rIMY erlr r Ms► I�}CYIO � W M M ur0eut �r�r( EI o��` MAY 19,2OD4 AT"R0r1O I��e pOLIplll � p�► 0e�W � POer E3 /��...��j•./// OmR 0g US MM��FYI. Sloe. L,_SCAPE /ARMY OR L l2 A O•O \\ 237 Seapuit Road Residence " I I Osterville,MA I Silvia& Silvia Associates,Inc. 1284A Main Street Osterville,MA 02655 I o I ■ �.� ..w,4,..w...yoI=.I..e.Ap,•w•m I � 4�rn4m.e.�•�m�,a•�nTr,an4nay, am n.mwyn au.�x��,ro",n� ,"w,cn,•,el m,bnx•m4c.mm.� as. I m•v a...mn•n.m•n+a.7 a u o.w.m ,5•cincw.e�wi�.�ae a�,5�4maxl>.n xb b w .nn.".....m of u•ow,... 011 owxee nnAins Au swxss.==M conrxxn TO nAxs MD caxsraurnon—- ROOM STORAGE \� OM \\\ O HOME THEATER GNG DESIGN Inc. 8 STONE DRIVE RUZZAR DS EAY MA 02532 TE L.SO S-743.0904 LOUNGE O FAX 508-743-0903 012 j VANE dt, gngdesign@attbi.com GA MECHI tAR ROME0 o OM \ s � i 3a STAIR 0 •1 0 �� I � o EJ(FRCISE oo ROOM o � EKI I I I I gz o I I I � III I I HALL I a I I I ATH I I : R 11 I III , 9A I I I I I I I0o, 11 I 11 = II I i I I I I II I � Sneel Mc: I I I I I I Lower Level I0, I I I Floor Plan j II trno-srnPnu acw"nY. GG cn<cn•e nr• GNG . Scab: 1/4"m t'-0" ® a•: ISiay 19,2004 Sncclxume•r. 1 North A 1• Lower Level Floor Plan Basement Scale:l/4"=t'-0" 1 / 237 Seapuit Road Residence iep Osterville, MA �.a g Silvia&Silvia ,aD Associates,Inc. 1284A Main Street Ostevi Ie,MA 02655 A a MASTER ❑� / BEDROOM I ® ❑ ❑ /D ro nm..n I / L F � nmm enPlro an rypbm eM ap°ry a.v°Iy A O NDK G QYI °kb cmelllmA WrlNm elmmYma NaO O I DO NOT eeM eraWroa bra / LINNG // a wml.a.°rnwaw.m4.am�.nenmlm.«L ant' Imu a mowm lA m.aumum m w wro oaalm PIP ROOM m.m m.Plrya.,.NW°rwPlr m w oNro.ma i 108 A'3'D vialau�aWka,�ImmvpgmalYw.Ym.N / O © .m�WNvm°mmnmwa..nr.PWnm.IP MASTER a^>Yn..wrc°ae,P aaam bPIImPII3Rmw Oy / BATH 1 / OW to PLIS 1N5Ae NDIns.NCL—conuolD3 \ / O nl'N3 AND CONSrkoCIION DOcum5M3 ix1 °, d 1` GNG DESIGN Inc. STUDY ROOM 8 STONE DRIVE se0e�lerm�`W/w••.a eeo6fl BUZZARDS BAY MA 02532 TEL.505 / xAFa FLAn 743-0904 di 107 HALL /' \ `\ III I 1 / 14 FAX S 08 747-0903 WALK IN "♦ k l 1 / D N ro < 3 1 / 4 CLOSET ® i® ♦v) _I /'O , / ® gngdesign@attbi.com a. >/ STAIR '\ HALL I ' y $•TAIR I II O kewln� 4° /HALL /A 1 V TO /j• ` CCU T I ® \ ♦e.♦` � iO4 I I II 1 II I \ 0 I I II I 912 \II 1 / FAMILY I ENTRY °�I / ROOM I 00o g1 °0O POWDER CLOSET OOM RM. lihe:• —1 oAn ANDere°-1"�I / crone /i' Fx11 T OR CH T=NAL \ TZE Lnrox 1117 I / '�` ♦ / 121 ` j,. `♦ KITCHEN STAIR ` ° ©C> /PANTRY \ / O AUNDRY HALL ♦may,- © / GARAGE \♦ ` N NO MUD / ♦\♦ ,''' - u.l \�♦ RM. / \♦ O,' /, `� BATH � � 11B ♦♦\ /^\ �b /' ztp I ,'� ♦\ GARAGE ♦\\♦ a `„2 / �♦ ♦ PORCH I ' 4•^t ` `� `�♦\ \ / ` Opp •r ♦\\ ♦ ` , \ \`♦ 'a3 MUD M. ♦;♦\ < ♦♦ `♦ xn ' \ I PORCH ,p First -11-`E "D Floor Plan ell NTERgR PARTTrk]Ie9 SHALL Bfl RA.LT NSULATED ` WITH 5 Vi'UNPAGED P43EROLAS9 90lfID NSULATgM. `\ z.Locere - ♦�DOORS S'NNPIUM PROM nOJACFJYT Wells OR CENTL+Rep On wALL AS a a-[N810115 NOTED ARe FROM PACE OF ROUGH \ .b 0110-seepul3 rrgem S / Wn kr. e. D WALLART1 P 5 SHALL USe SA°STA—RED CC,! Ora PReMNo.OVERALL WOTH IS it,W/S K'UNPeCpD \ Cnmkce OY P®L•ROLASS SOUND NSVLATN)N VOVery BETVeEN Mr31uS.USE Y.•BHEET ROCK FASTEN TO STUDS W/RC 'sh \ CNG AT CHANNELS,TTP. ASAY 19,2004 North First Floor tan Scale:v4"=r-o I A 11. 237 Seapuit Road Residence Osterville,MA --------- Silvia&Silvia Associates,Inc. 1284A Main Street Osterville,MA 02655 < `\ x21 \ DECK ``\ ® `5 _ CtJ' am ama�lawman�au�ro wo anw�w�m , oxmn.,,m m.mnme w cmmom�mem m.ms. `\ 4� •z \ '' 213 l.o.unc.oTae Qa lm lm.>gmlaw,muw nea ve vw PVP°N mmepn�vq MASTER d°r ou.•wew,.°�k polac�la aim.5�m ux" BEDROOM 3 `\ � 1 O WNFa aflmNS Nl IIONn,e1CL01NG COVTAIGNR 10 vinxi AND C01nTaOnON pOCUA.FM3 212 / \ WALK IN \ 209 xz1 LOSET MASTER 'r xn DECK j® BATH z w GNG DESIGN Inc. /' ` ® ® r•�� ® ® 8 STONE DRIVE BUZZARDS BAY MA 02532 \ 6 208 \ I / TEL.508.743-0904 ` WALK IN '� � F„� FAX 508-743-0903 CLOSET O �� gngdesign@attbi.com 21B _ O K wl / MASTER B MA TER © BEDROOM 2 \ B J `\ ® EE ROOM \ a 20 — -----�3• -----a�i--- 2EV ® 7i 21 H o A ® BEDROOM 1 ,1a ' I I� MAIN STAR ' 2 HALL LK IN LOSET 4 ® DECK f HALL , ,/ tiP� WAUc I f BEDROOM ,' zofi BEODROOM 2 x22 I I �,, TH _^ � DECK , TTI c I I v.p R OM ."® v, STAIR WALK IN\ •fJ BATH \\` ® ROOM ' ,iR00M221 4 .�.1 \ / \ ® / BEDROOM 3 LAUNDRYBATH \ ROT 3 All WALK IN ,' \ / CLOS \ Second f Floor Plan • f v'aac0 0110-Seapuit w...m er. GG cneca.a er GNG sane: °0 MAY 11,1011 • I - ® Sneel Nvmnvr. Nordt Second Floor Plan Scale:1/4" 11-0" 1 1 237 Seapuit Road • 3 Residence Osterville, MA �ERAL HOTEB Silvia&Silvia ROTEO PACE sTUO TO ' _ Associates Inc. .1 OWErvslOne ARE OP MIT ,/ \ I RJ.O V� 2 nLOL ROOFWO t9 V/OOQRREO CL•ADAR 1284A Main Street 18'—4 w R sR .sTARTeR sram.A— Osterville,MA 02655 ' D6 \ _ eAVEA—TALL BLOCK—DRT•E8 OVER STARTER 8TRW MD T10r1 V18TnLL A JB'AT—OF 1 ` / " ..USE KEMATP_RBMELD AT ALL eA .VALLEYS a use x•LATERs Jow R G F.IT DR a R aP` LATE ' \\ GETCA'OVCR BOCK'ROOPRIO WIDERLATMEI,T \� C /' 8.ALL PLASHW6S ARE LPeD—A—D— AOMmw Wr Mxl% ITPIU ppypuLry 7.use S PPED COUVTFJt FLASMnO AT CHPIwET I ' \ Reeetlm�>,sR�ma.�.a m.cnPMn an ere.nyo I ( I ``\ ` LocATiw, R..c.ec.m.m RBi rmbanwi.p.v \\ 8.use COPPER—AL AT CUPOLA.IO.c.TO SIBR,R eMOP eIUIIMmmpnt le lne nitenllmdwBRO ovalpnpb ` - / DM68 POR APPROVAL BT tel'16 D..�s.R O ERI iA Wrtbvc el meb4tla an4mmmmwammwoK \ / \ - /' rhea a.wb4a nawmoRmtytlwowrm me / , x / ``\ eptl�OY PWmn4 tm W.pdtttm Ws tlb ab � , AJo / \ ro roW4epwtwmuv4b3vnm wmb br \\\ //,/ , \` my mbr purpeae,mpela ItttllmwOM4w \ �, ` Rwroao w4nm ca.o.m of w aw,R.. ,�' OWNER RflA1Nf ALL OOM3.WOIIBPiG CORTOOxi3 O RIARf ARO COIOiRVC110R OOCUM[Mf GNG DESIGN Inc. e STONE DRIVE `\ BUZZARDS BAY MA 02332 TEL.508-743-0904 \ `♦ ` V - xJ0 \/ ' FA%508-743-0903 ` DECK `\ gngdesign@attbi.com \ \ xF3ol •i.i OBSBS ERVATION `\` O VEL x / r3.211 POWDER 1^ _J O / / / _ \ O - \ / I I ,' ------------------------ O `> `\ I ` I / Roof-Observation Level Floor Plan "J.t ^OI°Cn 0110-scnpuit B�ewe ei: CG Cnacke4 RY• CNG 114"•I'-0" ® Bete: 01By 19.200d fnom R.mem: NBnh p Roof-Observation Level Floor plan Scale:ua"-r-01, I ' /iIs Nvll ►\ , 1 ,,.■` _- C � -:5-� :jam• GNG DESIGN Inc. 8 STONE DRIVE - - BUZZ I MMEN � _ _;,y i-- \� ;•i��: I _ ;Ii�1iA 1iA ii tiQ1iQ� Ire\ram I •��1 i• �!4'4d14 �� —_�Td! ,I�I : L_L�� i� �ii it:�� i r:�� ■ �-� -� � p - � .� �I11n�11 rl �� -i0 I-1�_ �_�I 1 I .e.•�.-r �. .� i n _ - - � =\�illl'Illllllllli��llllfll�l�� '!IIIIIIIIIIIIIIIIIIiilllllllllllll Illllllllllllllllllllllllilllil11111111�=1'; � —_ �= — I! -- 'll ..,. _ � =:�r�plllllllllllllllllllllil�(Ill�lllllllllll.=_ � � �I _��III�Illlllfllllllllllli. � �� IIIIIIIIIIIIIIIII►1llIIIII __=- _ - `` ---�------III---•-- 1 1 .�.� — __— _�_��=�Iw�= •ems►=�. —=— �� - ,� ns IG► 11 11 '_ -_--— - -T- - —_-- - - 1 111 11 11 a 11 11 11= ___;1�11=__ 11�11 11 �I■ ■l ,��j �= 11 �, 11 I _ 11 11 11 11 ■■ ■■ -1 a 11 11 11_ _=_ —_— _ min �� 11 minim 11 ■■ on —=:1 1 ;__H=mill ❑.11E ■�■ ■.� --- _�� 11 11 ■■ ■■ __- E°—=1 II II II E E 11 11 11_ 11 11 11 =E ■I■ IE — __ ■J 11 II 11 ■■ I __ 11 11 11= — _=—__--=e _- r 237 Seapuit Road Residence '--'T —T -T- Rae Pe ��, Osterville, MA HxTER10R AND MRpR 6RLLa AnD aPACERa 1--PR- - - vsnTEo MAHocarr sLesLLs Ano.,/r cAanc aooP conaraucrcn: ' ReD<eDAR ROOF aHsicLea Silvia&Silvia PeaPecr x,came,.,BLye s-ABeLT on ceona BReATxca on ao• Dreg a,a•CDx PLYWOOD --. 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Silvia&Silvia F Associates,Inc. ,2 97 — 1284A Main Street Osterville,MA 02655 i I I m I nie,.mor,ienm.r2wnnA,ax�.wm,°Ywen I 1 N9 bne waceearva oo nm wr w.x�ce br I I ebnenYma E°we W elRcnwR'4e w 4nNge I I � .Nnamw9nl bbee em�wmmac�oamm.at� I I S1B nDd1 —II - -2BZI• — novae e,.w+.p.er°rN°mparrymu.a.m°.e I I '0e'd„a�a amoB.-uew��ac°Ro.ia�Niw I �nY aNer Purvvee.ww°lec,brmw�^vMbme 2 LnTER9 OP 5/B'BD e.pbm w4vvnvabeet al Ne D-mr. II �BOE oP ELevnroR II arnu s"—,0 BY owno F-S Ain conirR—o�ocUWM ws I II 7ftf I II I it A II I I II — I - — SUB "°°R- GNG DESIGN Inc. 1 —r— �T{� 8 STONE DRIVE BUZZARDS BAY 02532 TEL.508-743-0904 —RESS PLOOR TT— FAX 508-743-0903 ,2'POR ELEVATOR PR. 4C COORD9,nTe THE EucT oR•1EnsannL gngdesign@aubi.com REONREME,ITS NRN THE Et8VnT00.Mel,lp. h RIP of sAa — — �'t�vAnafr33C— I RevhbN Building Section slate:1/4"=3'_orr I Building Section scale:vm'=r-o° 2 I 2nee„me: Building SECTIONS R�.9n 0110-S9.PBtl �ne�Ree.,. cNc • i MAY 19,2004 °mecr Building Section scate:u4"=r-o^ 3 Building Section Scale:1/4"=1%0" 4 A- 1 4.b\ OUTLINE SPECIFICATIONS 237 Seapuit Road - 2 DESIGN DATA Residence - - • `.s"o:r$adaN°u ;umpum wdb'a"eSe"::aalPr�ao.Ya„ama..u. ` & ; Osterville,MA za—a=_,°pp,,1r(a/ u vo p.o \ / p 1. o.ae Load-.aro NamNa-zo per t"'-40 par ' wNa 0-p°20 21 pa \ \ 1 3L-w 1-1-na par `—3 Silvia&Silvia ( p�Ax :i�r, ia' A; Associates,Inc. 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PER LEVEL MAY REQUI E T e 1 P"'- i INSTALLATION OF ADDITIONAL SMOKE DET TOI48FH I NOTE: A SEPARATE PERMIT IS REQUIRED F@3 THE N I i INSTALLATION OF SMOKE DETECTORS-THE ELE RICAL N — .—.—.—. — . — .— .— .— .—.— .— . — .— — — — — —� — m PERMIT DOES NOT SATISFY THIS REQUIREMENT. i GS Design Group Inc. 215 0.,,Ave. P.O.Bon 1200 0—MA 02532 Tel 508.295.2952 i I i T i A2.2 ' I � I I i 4 i I IMPORTANT- UPGRADE REQUI gilvia & Silvia b i ww awa Loa $STATE BUILDING CODE REQUIRES THE UPGRADII G OF LLC 1 i I SMOKE DETECTORS FOR THE ENTIRE DWELLING fftfi4A Main Street ONE OR MORE SLEEPING AREAS ARE ADDED OR C ATE@terville,MA 02655 4 I NOTE: A SEPARATE PERMIT IS REQUIRED FO THE INSTALLATION OF SMOKE DETECTORS-THE ELEC 13 N I — — — '—b — — -OO PERMIT DOES NOT SATISFY THIS REQUIREMENT. ISSUE DATE �mp— O o ! BUILDING DEPT DEC 312015 TOWN OF BARNSTABLE I CARBON MONOXIDE ALARMS Y I MUSTPE!NSTALLED PER USE $ 13° MASSACH vs a1 gLgal I O � � 2-0' _ -------- FIRST FLOOR 10-0• g• SMOKC DETEOTORa REVIEWED PLAN 34_r _�7.if 0—ing Tills BARNSTABLE BUILDING DEPT. DATE Ororrl B. CbeekeA By: A A2.2 fi FIRE DEPARTMENT DATE Al . 1 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING_ rUe g Nomb— ome: SCw.; 12/22/IS As Noted P-1.0 2 A2.1 237 SeapuitARoad Residence Osterville, MA 20'-C 20'-C• �� eelEB: MppppinI'��I 1e Atom ve�1VET1.M ammvlon.vlml bh.pr.c.Emc.. .nv \ / En.n w Ebap.rcN.on avBa me u M OeeupM Ie:In.mNbn N�nmE O.mE�orvpuecluW Men \\ I I I // m...Bn.NB..�wP•.war.lw osoa�moue x.A.B.ancab w.n..a �v:MBt�`ntt�maaucom.a t.u,.e b pvt ar nna.for�aNer I+.Bv.. \ 111 / Trav mlu.n cmum o grwn Na \ I I ATTIC I / . G lNvlBn emuA Nc I ® 0 0 GS Design Group Inc. F 215 0—A— P.O.W P.O.Bo.1200 a HALF 1 W a 0—MA 02532 BATHlAA0N0R1' T TN 508.295.2952 R00.N a 1 31' LiKrFCHEN I05 lOG 0e0RooM �5 O M S 7Y✓0 h 0 Silvia & Silvia LLC I L - 1284A Main Street ,lz S Osterville,MA 02655 ` OWNG ❑ � b Issued For- a REV. ISSUE DATE s-r to ilq BEDROOM o O T NE EN it n ROOM W' ROOM OAT1BtD ONE 101 C m STAIR �C� Cc IIB .Few s•-o• sir s•-a cav 12-11' 15'-1• 1r42• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ Y ' SECOND FLOOR PLAN D—inq Titlr. Drawn By. Checked By. 2 A2.2 C A1 .2 ` 5T 4'F,S FD.�� -ng Numher: File Noma Stole: Dote: 12/22/t5 As Noted Project + 237 Seapuit Road Residence Osterville, MA OlE4: Znh pg..2..v Elms o�EbcivY,nlaa micee,ixa m,M1ea,n[nee Orouenl b IM,eaewn w,cso,ayn cw.P I�e.la, l�.non�a wn.nm n....unm been .as a wwn.a.a ,nn.eM1ans,.w w pevero a w. GSDaalen oanw,ec aap•1 "ympbG wa u.onn.a a um pW.a n�m m. ,nn w r.na v e.apwme a ua,e b NI w nna,lo..m oepapepm4 pnlq Mw,ean a nnna arMwl IM ,xp,aa nenM1n cemanl en .......... ..... .. ...................................................._................. ............................ GS Design Group Inc . 215 Onsa Ave. ....................................... .... .. .._. ... P.O.Bon 1200 .......................................................................... .®....®...®.. ...........:. T.1508.295.2952 ......_.................._..._............ .... ... .. ::..:: .... ;,.. ��FRONT ELEVATION Silvia & Silvia 1!' _ LLC 1284A Main Street Osterville,MA 02655 Issued For REV.ISSUE DATE FFH1 HI ......... .................... .........._...._. .... .... ...... ......... ............... ®® ®® ®® EEO Q ® .®. ::::: .:::.. ® .1 BUILDING ELEVATIONS — — — Drorulg Title: Drown By. Checked By. Ulu A3. 1 Drowing Number: '' SIDE ELEVATION Fie Nome: Scale: Dote: t2/22/15 As Noted I 237 Seapuit Road Residence Osterville, MA Ernn or m.vwaM..an rr---i?7i K7 1h. -c. \ z GS Design Group Inc. P.O.Bo,M O=t'MA 02532 Tel 58.20.2952 =4 Silvia & Silvia ILJ-JIIL-Li LLC 1284A Main Street Osterville,MA 02655 Issued Fee REV. ISSUE- DATE OSIDE ELEVATION FM 77 ............. ............ ............. ....................................................... L ............ 717-11 BUILDING ... 7 ELEVATIONS ......... Drawing Title: :7� ............ Drown By. Checked By. - - A3.2 ( REAR ELEVATION DrawingNumber: FR.Horn.: Scale: Date: 12/22/1'A.Noted k n i Y z n 90 o n .� } c 00 � N c+ v 7d L,n O Ln rF v i s i I i I - W r._ - v ru - 000 r � TIoo Ln r Ln C � v c+ v 2 3 7 S le. a p Ll te r vi rI I e a s s a u.-s e L t U S A 237 Seapuit Road xr Residence Osterville,MA l'T 741-1. Silvia&Silvia vi Associates,Inc. 1284A Main Street Osterville,MA 02655 r %] N Mi. is L .-I-nd r . ......... 7, 4Lil:- --w 9 ......-.- I r ml Kr- 7. A.- -N .4 R, j TIM 77 T GNG DESIGN Inc. i. -T. 8 STONE DRIVE i Ij! I I I 'R BUZZARDS FIGS BAY MA 02532 MR f J 09Oo4 TEL.5a 74 1 I.."A Lir-01"1.1�--t-j it it.: FAX 50 74 G9 3 T AN 1�11 i I t-- e-7�7,1- -.; - ': gngdesign@comcast.net If ;"U X, t T. 3: It" :'A .a 1 92 v 7- 7- .7; L ~�"'��• tJ �•'.,` .'i�•'- -:'�-,. Ili ;:, � r, �:,' '7f �'( .:`J!. I 0,- 4.1 to -Sr I N, J` �a I a �11L n t' A s s-o c. i a -t e s 11 C . i GRAPHIC SYMBOLS DRAWING SYMBOLS ARCHITECTURAL ABBREVIATIONS VICINITY MAP PROJECT INFORMATION DRAWING LIST coulm am WrA=OW ft dft.ftllb- Em- A F S%C - I..(-* nt I! . � p m m 0 C.b"-ft Im Ad Cover Sheet.Project Info,Notes owjm~.mL DUALS m 1�11 ,off o 23- "A MW ARCHITECTURAL f=L--wA--li)�) AD Aber Fl) S& Protect Address: AD Fujm A..." m 237 Seapuit Read 11DO(Amm Am ..am 1k no we p-*.Am d A1.0 Lower Level Floor Plan p"mil AIM Poo Osterville.MA Al First Floor Plan ftdk.Mbor aff PA ar q-w Ille A1.2 Second Floor Plan AAN AM =b-* AM Root Plan E3 Aa ftv & A- A2. :,u::d nq Elevations MrH "mm 0 OWNER TI d'n WALL TTM Iwo pm n-t ae Silvia&Silvia i offiff b..-A GW op- m Associates.Inc A2.1 11.0d Elevations mu b"d." PH A2-3 Bulld;nng El evations D" H)m Is will A3.0 110dingg E-c-H.-s as .0&.k Pne-. P W IS P A3.1 Building S=t= 1111M U.168 Mel. wo 1=Cost ma �P-L A4.0 DOOR NLUM or 62- M -*""41 SUE CIVIL NK 6,14 m %:. A.1 iiiLoo bA*4 "On sm h." EDWARD L.PESCE RE A4.2 WNW TYPE .vd on PESCE ENGINEERING A.3 Il*,r aWt AND Ana SSOCIATES ABA Minaash eIILti fty- A8.1 L.i.a limi dd A.2 a."8.0 cmm Hoon W1 Lw.rt eft A8.3 41230-m* Inuar LANDSCAPE ARCHITECT cm a JIM ffm =0.0 co I'm ed- STRUCTURAL "Mom 01.11 No laeht om SO.0 Foundation Plan CCO .4 0.).Oki.) LIL h6d LAS = ML S(1.1 F I am W Zu, TV LOCUS MAP s a.nd.1 an Detaits cm III rat 2. Second Floor Framing Plan DEDL AREA L NOT M SCALE STRUCTURAL SI.() 40 Floor Framing Plan o a Wilbur Yoder S S Ice tells a-eb 2.1 acand Ceiling&Wall Framing Plan 00"T j�. a =-.,= Asm-xv A*95 Planed 1`4 Yodel&Tid-11.Ltd. Cover Title a'.R as�r L=- Im a ded 14 Imperial Place stoo course Tuff -11 SM Roof Framing Plan "dw w S4.0 EQUIPlow I& d, T"D bodes S4.1 Tvp tw F-401-274-7517 0-6--FAA.-W-&� dw.A wer M my111001) 110 uo .1heed I'm un u1kd GENERAL CONTRACTOR 11"AMOW 001 &ar WL MECHANICAL 1311 d..bb b� Ins Ifis =1-11 Silvia&Silvia ml --r. cc vm soma m*dt m-) *=.q. WIRT volled Assocl.te..Inc. FA2 bm = w- a. --s- S.7 M3 0� Is ftd GINO Sk (gy scow 7n 1. fl q ELECTRICAL mvisve rets vaPsm 10101. .ib- No mm A&U. El MAY 19,2004 m 9 awk oft E2 era m E3 Opp so of do 110 Modo" CA LANSCAPE ON --bosd LI L2 A00%y 237 Seapuif Road Residence Osterville,MA I Silvia &Salvia o Associates,Inc. I 1284A Main Stl'eeL Osterville,MA 02655 +s �\ au um..wuu.e,ern.c...Vd•n ene.wy.wmy 4 m romn.v,a.e„mnma venue,au.nmm,ma I .nuo iix.w««mr..oo iror«m e...uV.lw a,u.ino. I I I I I .�6 .nm e.aauem m m.emm�w„i m.cxc Dole.wow m w.mnm,Ne I I eaennneawx.im e.�uwmm wn m.�m is I .�I ae.,vwou•.«w=i.m roe.ueu.u�Ae. Otl ' owxee MAms Au—2.LN—LING eottueNIS ME C ST oILANI All.CON rnaloocunmm RO o07 HOME THEATER p\ . d ,E GNG DESIGN Inc. 8 STONE DRIVE BUZZARDS BAY MA 02533 `♦ TE L.508-743-0904 LOUNGE O FAX 508-743-0903 Fo—lol VANE CELLAR �� pgdesign@attbi.com ` GAME MECH/RM ROOM 3 o � o j STAIR '° 0 7 e.wn. HA L T 9 HALL pas 'ice j EXERCISE a ROOM I I 0 3� I II HTA I I I I � oaz I I HATH 4'n I II I I I I z 4 I R - I I I I BA VIK I I 11 n.. m. I I I I III Lower Level \� Floor Plan I Will , I _ I,a..n oup-sexpxR. cc cnuuA.e er lr GNC me 7/4x a l,-pn i> aluy 19,200J em Numeuc Ivy �arlh bower Level Floor Plan Basement Scnie:l/4"er_o„ 1 2�+ / 237 Seapuit Road Residence Osterville, MA ,;' Silvia&Silvia o Associates,Inc. 1284A Main Street Ostt vi l ee,IVIA 02655 Ofi 0 a MASTER BEDROOM I O� / / v c eNT ® An Nan,Doom 4,..s,a...lTww,m.Rur nR�an P mm�nw„eY.n„mn.n>wnum nw.nmw mm a e AND Pa .n.o mn w«.a.,,m.00 nar.cm 4..m�p.m 115 / 6nnnRmAflrm..M mx.vwxYv anenr4nps jnf'• O ,n.nae.wymio ln..n«uwAi uecrm s..b'Mm LIVING / mRAaRx nl.Rl>w,w N.n'n.nR.w a.mL ROOM .ma....m.o,ownrawom<,..4 w r�cw.ee lm lw w.!«i alw aY m,s �"r'��'t A>n /, Q en)aNe.Ymw+4Tm wo eo Yollw�iwNm nq tab 1 nw.an4nmcmaWuelltwOw«r. l.lr MASTE BATH —A.—AII to ns Anocon IIENiSAVWClY0W0 COYTRENIS Q / }{ �• // ow rusl rnonoxuMsms xt y T GNG DESIGN Inc. ® STUDY :a.,a Pop.w,lsLl«s eoce BUZZA ST014E DR)AE02532 / IDS 6tr' ROOM \ aee LAruascAPa PLAN TE L.508.743-0904 ' 107 HALL i t1 tti I I i i 16 Fax 50s-743-0903 di / WALK IN ^� tt / DO N 4 , CLOSET ® ® \v� R_I / /• / gngdesign@attbi.coln STAIR HALL � \ / ''',/ STAIR 3 00 'HAIL I 1i / ' v TOR JCL T i i / O \ \\ ILL i i i I I I tls ® I O I I it I -112 \II I / FAMILY ROOM I I 000 CLOSET o0o POWDER i OOM —T anR AND cunnce Rti I Xn a ovo a/.• / , aee LArmscAPe PLAN I i OR H > FLODRnE ' \ ON, KITCHEN ` \ s AUNDRY \� HALL �\ \ ` 4� 6 PANTRY A„ GARAGE / a A>o a , Izo •� MUD RM. BATH GE/ \ PORCH aoo MUD RM. / \ \\ D %It PORCH First t ALL MERxIR PARTTIIOne SHALL 0e FYLLY PLACATED ' wl)H F10�Y Plan a 8•lP>P.ceD PeeRcl>ss aouw nsuuTan \\ / \ 1 LOCATe DDOR9 a'rmV4V1 PROM--TwALLB \ OR CeNTERED ON MALL AS SHOMn UAl \ ' •2 A>0 >ALL 0MENSx,7n3 NOTED ARE PROM FRCS OP ROl1GH v' stub—D. :h v,gvct a110-senpuft ,,901P1D WALL PARTITg1Ya SWaLI use ix,9TAGERED \, / ''r Y FRAMN6 WERALL 4IIDTH ni a'w/S X•IINACED \// er. FBeROLASS 901Pa7 nSIIATIOH WOVeII senneP.n CC HATYSe e'—T--ROCx FASTPII TO ST1DS w/RC b cn.csca er. CNO A AnNELa.TTP. scan: Rac MAY 19,2004 w R' North First Floor Plan 237 Seapuit Road Residence Osterville,MA --------- N `` `♦ Silvia&Silvia o Associates,Inc. // �♦� I / 1284A Main Street </ / OsteYville,MA 02655 I `♦ x21 j `♦ DECK I ` I � 1 i I `♦ snap lAe p,c a.°uce.m Nor oY me.Yp i I le tllmw0amd.<w,mUmv W,Ipm pMm°wa Wap a6noYlms Errwa mb 9LxrepercYa m 9nAinpa I ``\ ® \) anapMYwpnl la lM allemion of Na GNO Oeilpn prlw , la pwRM1aav p1 mo,wlala.M mmm�nwnml el w.pM1 ♦♦\ loess�a�lnpa me IM1e prgenrd IM OmwmE \ ® aao .41 ♦`\ / MA TER a�°.w ipra p"i>a amwn>' b `♦\ ♦ `\\ ':\ ® ` r BE ROOM 3 :e •�. ',w.awON:lo°pmYn.r..nlmnw \♦ a OWNER RE,AINS ALL RIGHTS,04ClUOING CORYWGNIS ,OI 5ANO COIIS, mw pOCUN.EMS ♦`� O WALK IN ,' ♦♦ •+, zo xz1 1 CLOSET MA yTER �° xzl DECK Ba z oecK 5 O` \ 19 31 GNG DESIGN Inc. ® ® w) ® 8 STONE DRIVE E• 2M \ / DUZZ BAY MA 02552 TEL.508-795-0909 ♦`� WALK IN "� p i f,�.h FAX 508-743-0903 t" �` CLOS ET \♦ � 10 ® f, K 3 0 gngdesign@aubi.com ♦♦ MA TER M 2 I MA TER Al° B 3 �♦ ® ROOM° 9 RewYee ♦♦ ,^♦ O 7 I "s ,♦ &. bps }' AxI /' STAI OOM 1 sa ' -I 215 i MAIN STAR� 2 HALL 't;e F / /o LK IN p$r 216 °y" ® ♦ O x2t ' LU) A )SEi^ b 217 DECK ,'® ;�+� ' / ®~I `♦`\` ® � 225 HALL / —————————— P � Y CLOS I i. -I zl BEDROOM zofi z OOM 2 i � i DECK b + � Vim+: �� © � `\ SALIR � `♦CLOSET +°� ♦ \ O♦ zol ` '�s'c O zoa BATH♦`♦ ROOM °iR00MGO \`♦� ` \gJ r °� //// z `♦ / �® b BED OOM 3 \♦\ ,' ♦ ,' I `� LAUNDRY 2za ♦♦ / \♦ / BATH � �n ♦�♦ ♦ \` ', ) :.- uI ♦`` ® WALK IN ULU z- ♦ / Second Floor Plan � A>I �♦ ,' Azo \♦.', .rolscR 011o-supoll woWAry CC Cnecke°Ry. MAY 19,1101 snowrcpwM1m c—h MIDI! Q! Second Floor Plan ST:al o n »ice .r Project TECHNICAL SPECIFICATIONS:Concrete FoundationP05-45 237 Seapuit Road {1.Re-Bar-Grade 60 ASTM A615,dean and free from heavy rust Residence} 2 -Minimum bar lap distance:28"for#5 bars,22"for#4 bars 9' �'�' g -Steel Bar layouts as shown Osterville, MA ' Steel Bar coverages;3"when cast on soil,2"at formwork perimeters Welded Wire Mesh-Grade 60 ASTM A185,dean and free from heavy rust I Q e SMART-VENTS IN THIS AREA. Minimum size 6x6-lilt .9(heavier) SET WAN T0'OF TOP OF Provide 2-1/2"rizers for centeringin slab construction »o�a..Neom�om ' • BASEI-IRMT FLOOR SLAB. r vipe v�"inL Sa't CENTERED On WpOOWs see � mwapremo uwn — — — — — — — — — — — — — — 2.Concrete-Footings-Minimum Pc=3,000 PSI ,,>,,,�„�„ ELEVATKJr13 ° Exposed Walls-Minimum Pc=3,500 PSI _ _ Floor Slabs(exposed,medium wear)-Minimum fc=3,500 PSI. ' — — — — — — _ _ _ _ I I Maximum aggregate size 318"-3/4"blend;Type IA 5.7%air entrainment asouloe Bnwo.e,a a.o.mloxr P"w•"e Strip walls w/integral pilasters no sooner than 36 hrs i I I I $e Mechanically vibrate all reinforced footings and piers o Formed in place footers are not allowed.No footers shall be placed .5"Concrete Floor Slab wr 6"x6"-1.4x1.4 VV VF.Set VVWF on 3" 4 a I concrete bricks spaced 24'o/c EVV.Wire secure radiant floor heat I I A H in water.See Foundation Plan. S1A1 I to VVWF 24"We EW.Provide floor slab bond breaker. Solid grout I n -Cut crack control joints no later than 12 hrs after slab placements i I planks prior to placing bond breaker and floor slablradiant I a SMART-VEMTS IN THIS 3.Foundation Tie-downs-Cast in-place for bolts,Epoxy in-place for pull-downs SA�Sewm,T FL OOOOR a°PC -Framed Walls-5/85r 24'A307 Anchor Bolts w/2-1 P1"projection @ 32"o/c � O"4P1DO" -Garage Door Openings to be Simpson HD5A series w/518"dia.Bolts I at door pilasters 4.Fill(Backfill)-To consist of dean,compactable material extending into in-situ siltysand GS Design Group Inc. — — — — - — — — 4 — — O subbase.Upon excavation of foundation holes all bases and fills to be mechanically 2130—A— e I compacted with roller or plate compactors prior to placing board formed o�1Bdax 0"32 footers or floor slab structures.In the absence of special testing fills to be built-up Tel 5MM29 A3.2s52 and compacted in uniform lifts not to exceed 9'measured before compaction. Apply to each layer a minimum of four(4)coverages with either a vibratory or T.Vamurn Philbrook,P.E. a flat plate compactor.Do not overwork and pump-up water or make quids PHILBROOK m e"E'E"T`Pve` I I I 5.Foundation design assumes soil is a medium sity-sand.Should very different in-situ ENGINEERING B material be encountered a more detailed analysis will be required. &CONSTRUCTION I w/ew Wuxwu WWM oven " -T° oven��" * I I Design Allowable Bearing=2,500 Ib/sq ft 107 BEACH STREer CONPA GRs.M1LAR ru,v I—Ta Fa eL aTore I I B This is before depth increase allowances and application of a 1.5 factor of DENNIS,MA 02638 safety against setting,sliding and floatation due to flooding action. (508)385-8682 a I I I a Q Silvia & Silvia I NOTE.- I LLC CC MAKE PROVISIONS FOR 1284A Main Street C sell I AND SUMP p�VERIFY W AND . I I � Osterville,MA 02655 + m I l i l i' I wa,xc�W�vm�"Q,LAYEWR9)a i !0.VAPOR b1RItH ROVER OVER NRCH41'eULLY COPm4CTED L I i ( I 6RA"LAR FLU v Lyra FfIOL e• � 1— I I laaued Far B I � �Y: ISSUE DATE — — — — — — — — — — — . —- — — — . — — — Lb S I I I�50.7 6•CAXCABTH FLOOR 3LeD I _ N/exa Wt4xWu WWM _ a - - a I B i aS° - - - - - __J laaa, BUILDING DEPT. T_ OPEN II I I II DEC 312015 S/e'a24•ANCHOR BOL � T I. I ' �DED r MIN.PROYOE � r -..&- TOWN OF BARNSTABLE s0.1 I. I O sat $p-0-SON BPS/&- WASHER f� i i 3 WIBRCOK, I I I SPACE 40'O.C. I e e MNo.30fi90 4s• FLcort on a c W/4%+W2axW29 — — — — 4 . — 7-5 P. ta,6 i I a FOUNDATION is 4' SEE ADJACENT FLOOR NOTE PLAN 1 so.1 soe 1 so.t 1 sal 10-0' P 39S I Drawing Tide: Drawn.By. Checked By. L =- - -lit SO.0 - -� Drowing Number, GONC. ^FOUNDATION PLAN ,2 SLAB PLAN w••ra scab iR-Ta File Namc Dote: 12/22/15 AS Noted .. .. - Pro)ecl _ BUILDER-FOUNDATION DESIGN LOADS 237 Seapuit Road CONTRACTOR;Note- • �� ) - L.L. " AUTO GARAGE: 65 PSF Mr-T � o ,nL ( ) Residence Comb wall is 6 and ledge , �( �)V iNBTALtm 91 2r D.L.(4-1/2"NON-COMP RADIANT TOPPING): 56 PSF Osterville, MA is 6"around the plank floor B D.L. SELF WT.OF 12"H.C.PLK.): 95 PSF garage construction ".z.>n Tr S. OLDCASTLE 12808 rP.. 1/9•'TNtOC x r CoRr.IcOPZU r1• Ao W.me coo•.wpmw Blt4 STTtIP(B"PPI]®.•MTAU= woM.Ov�h m.0 m•.pcmM mriaYbnw �'wvnYme Yaa b.e PmOeou. BT'CAPPAWI) ""o—y.maw.tm4lm I ---FWD. iaut PPa1 FRat TMALL_ mv.ase.t.or•wmmm. d.If. (BYOINERs) m.a.K.e,maarmam.d a.m •I • an..dnr•1p.w0 Pr Y.rwrY.r Ow . INN.n (BY OINERS) ""�" d�tl4 pr.}tl aa4a4 MOI vf.OP at.nG pvrmi'Oib.�l.b�mP=Cmw i PmR.t boom a r.rn wmvn a" vs COfPAwdtIDl.O G— PLANK DETAITYP. _ N A r.iaa,rP. aso.manc.weo L. '- II � t.ro•m..s raw NQIY �— CM GAPAOE LBS V WAM I" O � t tort rwa h TaP aI IMF O �E Da cat rwa q f1bP u '"—`x' o o + b GS Design Group Inc. I, T"P ai 0)L p — 9 ° 215 0—Arc �z ^+ P.D.Box Imo Oo.e t B)332 s•mP f�oa _ Tcl 308.293.3932 G. cann a.a c�a:ex. t T.Vamum Philbrook,P.E. PHILBROOK _ ENGINEERING &CONSTRUCTION WALL SECTION O WALL SECTION O WALL SECTION O 107 t 3, 022BEACH � aP,• Silvia & Silvia m•, „� LLC ", anadaa 000e nwrwo F=n.usc X." DTas.raa 'y 1284A Main Street T.. SIA" ehiy Osterville,MA 02655 TG Horne 0tOT0 sm• ..< ] two.THE LIMIT IIAB O1RfD(BY aw TOP a Iva — f—ed For OF s ns c II jll I I_III—I I_ 12'CONC.PLANK 0 !+ -A �— I III—II IIILi I00 REV. ISSUE DATE —� —11 Ae I PLANK DETAIL TYP. �•T� *TM WALL SECTION O x i WALL SECTION O r ( l f. a aeon cores.w oe �y"ar �`-3't�5 ,t• • T VAANUAT. pNLLBPaOK .O VeaT.MP!•tv O.G YECHAmGI! O1 'y qW 30690cQ p - OrNMJ.L0.TyP D.1�La R M1fl FR�M1� w...vatov fc'tmT pp"p,w,vpR T Jf 2.g 3](f.:CDls etu.•fA rr-4:e.rtc a•aam Doan taroto I wvi a.Tewa C.omP1e atom APaar � fl- G IfJYee�R 10 C RYP] - Tm or SUB l ttA 6 sm `[_, ••"-.w RIP OF 9AB - TOP STAB - —• -,. -.-�•— �r-�• - = _X - >� _ ,�- FOUNDATION -----I - - - - " r l + + + _ DETAILS o 11= Drawing Hue: + d • '+ " b mr.IF sue z-tts• I _ v • Yf cart.enns trn] I Drown B. Chocked B. i. f�"�f mtmOura rtaars�De . WALL SECTION 4O ramTwa b atmm SO. 1 -E1H- WALL SECTION O Drawing Numbs: i T zy x• File Nam. Scala WALL SECTION 6 WALL SECTION 7 Doti: a/Zz/Ts /ls Noted FINISH GRADE OVER D-BOX= 14•0' FINISH GRADE OVER CHAMBERS 13.01-14.0' GENERAL NOTES - _ EXISTING TOP OF 4 FOUNDATION PROVIDE PRECAST CONCRETE EXTENSION SLOPE @ 2%MIN.OVER SYSTEM 3/4'TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION ' RISER WITH CONCRETE COVER TO WITHIN REMOVABLE CONCRETE COVER TO ELEV.= 14.25 WITHIN 6"OF FINISHED GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE - ,, 6"OF FINISH GRADE OVER OUTLET. 2'OF 1/8'TO 1/2"DOUBLE WASHED STONE F„ ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. FINISHED GRADE NISH GRADE OVER 5'DIA.OUTLETS) 4"SCHEDULE 40 FOUNDATION = 13.8' T&NK EL. 13.7 PVC MIN SLOPE 1% PLACE RISERS ON ALL CHAMBERS � � TO 6 OF FINISHED GRADE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 20"MIN.ACCESS COVER 9'MIN. �' MIN TOP OF SAS= 11.4' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL (TYPICAL FOR 3) 36 MAX. 36 MAX. I 9 . BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 10.4 3s MAX. _ g Cw " -�- BREAKOUT EL - 10. PROPOSED 4" 4. TO PREVENT BREAKOUT,THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN f SCHEDULE 40 PVC ELEVATION = 10.9'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. MIN.s�oPe �% 6" 3 2"DROP MIN. 3• 9" PROVIDE'WATERTIGHT S�iF' 3"DROP MAX. JOINTS(1'YP.) Q O o = = O 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 4'PVC IN FROM o SEPTIC TANK 4 PVC OUT TO�m f pR� � = = = Q 0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 11.85' 14" 1 1 .60' LEACHING FACILITY O po Oo 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED 12"11.0' MIN. 10•$' 2' op 0 0 0 0 0 0 �� o� PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND EX. NV = T TO BE BACK FILLED , I OUTLET TEE " ` o0 o Q 0 0 o WITHOUT CP READY FIR T OBTAINING I APPROVAL. SYSTEM IS O FROM BOARD OF HEALTH 1 2.35J 6006 CRUSHED STONE 0 0 0 0 OVER MECHANICALLY AND DESIGN ENGINEER. 26.9' COMPACTED BASE 1.75' 12"ZABEL FILTER - 8.5 (typ.for 1) 4•0' 4•9, 4.0' 8. ELEVATIONS BASED ON DATUM OF 10.14'NGVD MODEL#Al801-4x22 5 OUTLET DISTRIBUTION BOX 80.0' (TYP.) (GAS BAFFLE ON TO BE INSTALLED DI A LEVEL STABLE I. 12 9' FROM RIM OF BRICK PIT AS SHOWN ON PLAN. GROUND WATER ELEV.= ADJUSTED TO 3.4 E'OTTOM).. BASE. FIRST TWO FEET OF OUTLET $•t�' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. j 9 - 500 GAL. CHAMBERS 5'MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE PROPOSED 2500 GALLON CONCRETE SEPTIC TANK AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY 12. ' . ' PT 7. ' CROSS SECTION VIEW � TYPICAL CHAMBER PROFILE CHAMBER END VIEW DISCREPANCIES To THE DESIGN ENGINEER. LENGTH �_ WIDTHS DEPTH 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE WATERTIGHT. DIMENSIONS PER CHAMBER DETAILS(H-20) SEPTIC TANK PROFILE ACME PRECAST CO., INC. DISTRIBUTION BOX DETAIL NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR NOT TO SCALE TLATICKET, MA NOT TO SCALE ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. - 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS I • Y x� - �; rf5r °' LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH l op TEST PIT DATA - ' CASE THEY SHALL BE WITHSTAND H-20 LOADING. ,� 1 ` rye' t f ' , x- 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND MAP 5 j / \\ \ \ .\ �/ kM , n . • FINES. \�\ �: INSPECTOR: Ed Barry(BOH) PARCEL (4-B _ _ _ _ _ - - - - F" r SOIL EVALUATOR: Bernard J.Young, PE WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM,SUBSOIL AN 14 ED, CO AM,SU D -` , ., 4 - UNSUITABLE MATERIAL FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. 3' Con' - \ / '' \\ - ! ! /. c \ \ A` December 3 1999 \ `( \ / 1 I , \ _ , \ ` P :f. 4 DATE: REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE - - L S54'04'40•g-_� 2�9.70' -r ;t- - - - - I i i i / r - 1 \ \ \ L �' �y r ' ,; TEST PIT#: 1 FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 1 / nk, erakev, \ \ ,CBAH I �sr / 0 �25 \ I ,� �.� "'W ; '' ELEV TOP= 12.75'� 3 CMR 15.255(3). \ 1 ► I / I l�2p \ i +l ' 10 _ _ - •E a r ELEV WATER= <2.75 \ ` - ► ater M ter it/� ! 9� / / S5B \ A -T 0 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES J. ! o Be emov \, R�POSED 2500 G LLON -1 �• / ,\ 1 �- \ = PERC RATE_ <2 MIN/IN �k ` H�j`20 SEP C TAN ! I/ ce/bH !_ 1 `\ \ - '` , {' o . �� . FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. \ `\ \ o \ �5 T � / \J -o' � � ___ � � \� � 1� _ F M�,i v' � ,., . TEXTURAL CLASS:- 1 I , �� \ `\ \ `* j 16. PROPOSED PROJECT IS LOCATED WITHIN: \ 1' ASSESSORS MAP# 95 PARCEL# 14(NOW PARCEL 14-A) \\ PROPOSED WATERLINE _ on 12.75 \ \ o o o_ o._o -.tea - -~ --te-- /'\ `�. \ X\ c \ / \ \\ I \ \\ . `� • ZONING: RF-1 \ w \\ 3 ,• l ram:, N \ \\ / Q �\ / �' \ \---s--�f \\ \ \� v ,fit: : O - - AL 2MINIMUM REQUIREMENTS 8 SETBACKS: 2' 12.58' MIN. LOT AREA=87,120 S.F. PROVIDED- 160883t S.F. 1 PROPOSEDh,IT \\ � R��wP� I / �� V\ �,° \\ i / \\ ) \, ilr . A LFS MIN. FRONTAGE=20 PROVIDED=94.84 QROPRISOoCP p�1 \tL Q \\ I \ / �t r ! \ .r t 10YF,4/4 - LOFRONT SETBACK = 30 FT. 1 \ ` \ / 1 \ / ► / \ ( . .. . $IDE& REAR SETBACK 15 FT. LS .4 a ,, 10YR 5/8 \l�- \ w , ; ► ! / / / ^` --, �\ ,�► .. � FEMA FLOOD ZONE C, B.A13(EL. 12),All(EL. l l) \ \ PROPOSED 9-500 GA \ \ PROPOS \ 1 ! I 1 / ------ =-_ \MAP 95 ,f, • 24 10.75 \ \ 1 \�\ " w \ GA E \ 1 I ! I - r-- ry AS SHOWN ON COMMUNITY PANEL# 250001 0018 D \ \ H-20 LEACHING CHAMBER , ? PARCEL 31 d£ \ = h m _ , J• ,' 17. OWNER OF RECORD: SEAPUIT PARTNERS,LLC o,. ,/z / 1 __/ \ ,. ! : ADDRESS: 3 SKIDAWAY VILLAGE SQUARE AL\ ISTRIBUTION BOX 4" (. ` c.�, I / / ! / \ ti \ 1 " s .� �• • °;: ' 3 - \ \ \ D - _ {,. r / / 9 \ I / 1 t ,. . . +1 Gravelly'� ��-� � I , / \ \\ lI � ��: .II �. SAVANNAH, GA 31411 \ - ! ,�r r ! \ __ 1 a, 10YR 6/8 \ \ 100 YEAR FLOOD � � � t� • N, \\ \\ \ ELEV. 12.0 / 1 \ \ // -' \ • . C 18. DEED REFERENCE: \ \ ( ) PROPOSED ` \.\ :) -' 1 ! I 1 I 1 \ r-_/ AL �; � \ � CERTIFICATE 170740 \\ \ A0POSED-SEWAGE EJECTOR ` GARAGE / / \ \ \\ \ \ PUMP ARNES SE411 PR(W ED , \ F `Q GLE PHASE, 1 ,,_ , 9-BEDROOM '� ; / / 1 I I ► < ''I'` LOCUS PLAN No Groundwater LOCUS IS SHOW A • 1750 RPM, SW / 1 I I \ ''I'` ► v 19. PLAN REFERENCE: S LOT A ON A PLAN TITLED PLAN F \S�i \\ 115 VOLT, 5.44� IMP. DIA ,, •>-} DWLWNG ; L T _ �r�r // ! I I I I �\ \ Encountered O LAND IN BARNSTABLE(OSTERVILLE) ;L ' , ;, I I \ AL 120 2.75 MASS., PREPARED FOR234 TRUST, BY DOWN CAPE ENGINEERING, INC., DATED AUGUGT 6, i 3 // I I \ 1 SCALE: 1'= 1000' {•„ E. r I - 2003 TO BE RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. I 0 "'0' Alt .. \Fy 1 wDOL r,l \ 1 I ,� LEGEND \ \ \ \ 1 USE �r�� , ri I� s..t \ \ \ - GALLON / \ I 1 I \ DESIGN DATA 101 x7 EXISTING SPOT GRADE PROPOSED 6 - c 1 T�I : '1 r,r I TEST P I'1" DATA .H-20 LEACHIF�G PIT 1�0 \\ aS \ t j {,_ x� , - Al DRAIN INGROUN,D POOL.\ �2@'-x 40' j� } x �o�� / �/ 1 / \\ \ �`\\ - r 0f _ ) 1 ! \ 1 \ 100 EXISTING CONTOURS ' RIM ELEV.\� 11.5 i 1 POOh � - � \ \ � r 1- o \fit 9 102 PROPOSED CONTOURS NUMBER OF BEDROOMS .INSPECTOR: Ed Bang(BOH) \ \ \ \ 5� �1' r:�` o. ) I 1\� 1 DESIGN FLOW 110 GAUDAY/BEDROOM SOIL EVALUATOR: Bernard J.Young, PE 102 PROPOSED SPOT GRADE MAP 95 \ $, \� \ �� L.Ti�tt, i ,,.}''' �! 1\ ► TOTAL DESIGN FLOW 990 GAUDAY \ \ �" I ` -6" 1 1 DATE: December 3, 1999 PARCEL 11 \\ \ \\ ! //I ,/ - 1 \ DESIGN FLOW X 200 % = 1980 GAUDAY TEST PIT#: 2 W PROPOSED WATERLINE / \ / os1°R A USE PROPOSED 2-2000 GALLON SEPTIC TANKS ELEV TOP= 6.4' B.M.\\ \�- \ \\\�� \\\ /9 / \\ ! /��' �\ ?IF 4k�k �' //' 11 j ELEV WATER= 3.4'(Adjusted) TEST PIT LOCATION P- PERC RATE_ <2 MIN IIN Rim BriclWit, \\ \ !, , D BUFFER 1� -(sP ,,, ,' 1 i�' ,,,� j O O O PROPOSED 2000 GALLON SEPTIC TANK Elev. = 10.14 \ , \r \ _ - - e� / J �a TEXTURAL CLASS: 1 N.G.V.D. \ _ \\\ \\\ \ _ _ _ _ ! ,! -, - ,�'/ �\ -� INSTALL 9- 500 GAL. CHAMBERS 4"SOLID SCHEDULE 40 PVC PIPE SIDEWALL CAPACITY 2"SOLID SCHEDULE 40 PVC PIPE on 6.4 OQ(�\ (LENGTH+WIDTH)(2 SIDES)(2' HIGH)(_74 GPD/S.F.)=GAUDAY \ \\\ 1 w \ ANDOM s E Q \� ! / // _ �� i� 80.0'+ 12.9' 2 2' 74 GPD/S.F. = 275.0 GAUDAY _ / / AL ( )( ) ( ) ( ) Fill 0 DISTRIBUTION BOX M _ SSAVELLfGE EES D Q `� '`/mac. 4--- \ /� ! • �` A \\ q Io17e e ,�-�__ _---- �.�$ / AnoN coNWETLAN°rnB •` ,// i/ /ems 6" 5.9' 500 GALLON LEACHING CHAMBER 0 \ - .c QL IOCATioit . \ L=J i BOTTOM.CAPACITY / _/1/ AL (LENGTH x WIDTH) (.74 GPD/S.F.) _ GAUDAY C-1 Gravelly COS 6 6/3/05 BMB ELP REVISION TO POOL HOUSE 10YR 5/6 __ /_ \1\ BUFFER \ - 61AINTAIN BY VOWING ANN 'Y !! pF W'O*ANG ~ ,'/ (80.0'x 12.9') (.74 GPD/S.F.) = 763.7 GAUDAY 20" 4.73' 5 �5/05 BMB ELP ADD SEWAGE EJECTOR/CHANGE SEPTIC TANK \ - --- _ \ 50 yEll1 NOT PRIOR TO JULY 1 AFTER / V�\j / AL 4 12/4/04 BMB ELP REVISION TO \ -- \ sEP '��. ,' / �"`~ 3 1 24/04 BMB ELP REVISION TO POOUPATIO AREA ,�-�_ _ L_---- � TOTALS: \ \ ---- ------- s` 1 \\ _ _-��cx�•� !\\\_ -' 9 C-2 MS 2 7/10/04 BMB ELP RESTRICTION LINE \ \ - _ - ____�! ,„ TOTAL NUMBER OF CHAMBERS 10YR 7/4 1 3/22I04 BMB ELP GRADING \\ `- ------ ` ,__. ___ , TOTAL LEACHING AREA 1403.6 SQ.FT. \\ ------ --- \.- ,` ,` EXTEND ELEVATED �_-- / MFj TOTAL LEACHING CAPACITY 1038.7 GAUDAY Rom• DATE BY APP'D. DESCRIPTION W- TIMBER WALKWAY `--+ � - Standing @ WE 17 0.91PROPOSED SITE PLAN ._ w_ _ \�\ .\ _ ,� _ AL PREPARED FOR: --- - p --- _- _- � _ �� •� AL AL AL USGS GROUNDWATER ADJUSTMENT C-3 COS SEAPUIT PARTNERS LLC AL AkAL MAN' AL & '�`---- � ------ `` � ` \\ j/' ,r� // AL WELL: MIW 29 r - AL `X / A ZONE:A 96"` -1.6' LOCATED AT AL ,\ AL \\ AL "�- -- 'I''. SEASONAL HIGH GW ADJ:2.5' �`` \ --- 11 �` _ AL _ _,� .� /-�- _ --. `\ 237 SEAPUIT ROAD AL AL 0 - =/ �� THIS PLAN IS A REVISION OF A PREVIOUS PLAN PREPARED BY OSTERVILLE, MA \ _ I ____- :"^-AL AL AL / p DOWN CAPE ENGINEERING, INC., DATED FEBRUARY 22,2002 _ m �sr SCALE: 1 INCH = 30 FT. DATE: MARCH 11, 2004 tN OF y�- 0 15 30 60 120 FEET p _ EDML PREPARED BY: O /-� 1..� 00 CIVIL '' 1 (� PESCE ENGINEERING `�� M432001 �. a 04STE��' AND ASSOCIATES EDWARD L. PESCE P.E. SITE PLAN ENGINEERING SERVICES 451 RAYMOND ROAD SEPTIC SYSTEM DESIGN PLYMOUTH,MA �f`/ SITE SURVEYS 02W SCALE: 1"=30' SW 01 PHONE/FAX:508-743-9206 ' i A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 250001 0018 D DATED 7/2/92 HAS BEEN CONDUCTED AND TO THE BEST OF MY INTERPRETATION,THIS DWELLING IS IN FLOOD ZONE C AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. 1S I hereby certify that the lot comers, dimensions, elevations and 77 ti ►�� `� ry setbacks to the proposed building or structure,including any outside protrusion such as decks, steps, bulkhead,overhang,chimney,etc. 2 �ti .S as well as the foundation as shown on this plan are correct and 24 GARAGE conforming to the Town of Barnstable By-Laws and Regulations. GARAGE 7. N ^`'� �1• h 7� N �cti \ '(H OF AM,y 7) N 43 JOHN R. FARREN 6) � No. 33590 7 N 7s oo EXISTING FOUNDATION h /o��,✓�f� rs) N � 2 7 R. D Date Professional Land Surveyor 7 Qa 0001 CB/DH 9 133�\OAP (SE ) Na5000 ' o' S $ h (0. (� SB/PLUG i n (I (HELD) u N Iwo 4 ; FOUNDATION PLAN � w� N SCALE: 1"=20' CB/DH (SET) S65*10'55"E 351.46' u� Oj OOS N -+ A (P. o O CCQ c� O� p o Ago��9 MAP 95 PARCEL 14-B o CB/DH >> lls)4F (DIST.) CB/D 23g 70, (SET) CB/DH \ _ (FND) MAP 95 PARCEL 11 CB/DH C? - (FND) S68-5220"E END) w 125.00' --\� o Co N 0) Jr Z co �C GAR. GAR. p EXISTING FOUNDATION Ak A& j Alk MAP 95 PARCEL 31 co 4 CB/DH MAP 95 j 4 Ak a o (SET) i PARCEL 14A ' l'1F- j +i ai FOUNDATION AS BUILTfo 237 SEAPUIT ROAD OSTERVI LLE, MASSACH USETTS /. Q CB/DH PREPARED BY: JC ENGINEERING, INC. GRAPHIC SCALE. '00 2854 CRANBERRY HIGHWAY EAST WAREHAM MA 02538 ! ( n1 FEET 1 inch 50 ft 1 SCALE: 1"=50' OCTOBER 1, 2004 .._..._...,.n..yFu:.niiltwli':::rMSu'ws..ni:.+T n:Y.v /i..r:+:.'ra ::.......w._.r.-. .. .... ..._.. ..-o:...>.a,-..wF:v.v3.FSC a6.`.Y.•.Trh.'.vyyllQfwT.XQ.satybx!R.'e/NA'.9W1!4!6lrJ.•'+dT'bv+AarsuliMC'Y1•AYMYI+AMYlrtRVl+MirYi'AwrWB:'w::.J.!RHM3it'1:Tw. . f.TNq.9.MMMYfb Yt'..+:c..�Yu'w...ww..-.. rraYPaaw,4AlY1KGiL'911Pn ..•••... ' PRzOVIDE MIN, 18" COVER 4Y `TPM T��ORiT E G` c'r� LEACH FACfL{TY i I L, FIN FLOOR i 4 _ --- --- AC'_ESS COVERSTC WITHIN 6' OF M. CRAD' 'J'J < - T C' lx T I FIN tiJC Ai`.:M'JM .i` OF COJER OVER RECAST 2% LOPE PEOU'�^ D 1'J SYSTEM 12.4 1* � 1 - S' .. E ER 2" [,DUBLE 'Ati%SH 1) PEAST'0•yc ,P' LEVEL I Rn• PCSEL� O ?RJ>�CS_D 2J4Q k �� n I ---�I {} c �L.I.�_ 1 4 F fi. F R5' 2• / 9.4' �J ND TH AY ',A- )% SEP', j 10.33' � t,4L._DN SEPTIC j! lit SEAPUjT �t � R � TANK (I - 0 ) SAS '99 ANK (H- 10 ) .� II GAS _ ►r BAFFLE —� 8�''F'£ ' '_ �9.03' M1N ��Mi'ccs �` ti_ �^ ` 9.22 ...— ��2� C.�,8'� _ _ --- � S' NARY'S (4 SLOPE) �E" �RiS E^v STONE OR MEC-iANICAL g► ,'1 c`2 1'z' _ - - Q_ 8 40 ISLAND i CGMr'ACT'ON. (15.221 (2)) 6" CR;j�iu STONE OR MECHANICAL (-.--- — - DEPTH OF FLOW = 4' C'OMAACTION. (15.221 (2)) � H-20 STANDARD INFILTRATORS I TEE S ( � 5 SLOPE) 3 4" TO 1 1 2" DOUBLE WASHED STONE \� ' SAY STREET 1 INLET DEPTH - _ 1 1 1 5 t OUTLET DEPTH _ _ , 91 ( % SLOPE) t____�. SLOPE) i 1 LOCUS MAP SCALE 1 "= 2000' -- T c-- — .--- LEACHING FOUNDATION— 20 — S I 23• 51 D` BOX 9' I 1 2 FACILITY } USE ADJ. WATER 9 EL. 3.4' SEAPUIT ROAD 144,84' t' O SEPTIC DESIGN: (GARBAGE DISPOSER IS— NOT ALLOWED ) CP DESIGN FLOW: a— BEDROOMS ('110 GPD) = 990 _GPD \ USE A 990 GPD DESIGN FLOW i SEPTIC TANK: 990 GPD ( 2 ) = 1980 M USE (2) 2000 GALLON SEPTIC, TANKS IN SERIES LOT 157 # i ! cl LEAC'HING: _ N/A SIDES: -- ------- — 80 x 20.5 (.74) = 1213 BOTTOM: -- TOTAL 1640 S.F. 1213 GPD TEST HOLE LOGS USE so' x 20.5' LEACH FIELD_OF_(� ROWS OF (12) H-20 STANDARD INFILTRATORS EACH, WITH 3' STONE BETWEEN ROWS AND AT SIDES, 2.5' AT ENDS ENGINEER BERNARD J. YOUNG, PE WITNESS: ED BARRY (BOH) NGVD 1 . DATUM IS DATE: 12/3/99 BOARD OF HEALTH — PERC. RATE = __ < 2 MIN/iNCH \ MA 2 MUNICIPAL WATER IS _EXISTING 9623 \' APPROVED DATE . CLASS I SOILS P� —. 3. MINIMUM PIPE PITCH TO BE i/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 20 _ \ 5. PIPE JOINTS TO BE MADE WATERTIGHT. �\ ELEV. ,a E VIRONMENTAL ODE TITLE MASS 6CONSTRUCTION O T O D O BE 1N ACCORDANCE WITH Q Lv 6 4. ' 7. THIS PLAN 1S FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. p 6., FILL T 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. C1 os 1� 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT A GRAVELLY .s , INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED LFS COS �e�, FROM BOARD OF HEALTH. IO• 10YR 4/4 2.0 101R 5/6 1 10• CONTRACTOR SHALL BE RE PONSIBLE FOR VERIFYING THE C2 S7 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR B w PERC MS �> 9F' TO COMMENCEMENT OF WORK. LS 10YR 7/4 11 . THIS PLAN IS PREPARED FOR THE PROPOSED SEPTIC 24" �-10YR 5/8 I10.75' 66" OSS WATER 0.9' SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. C ,s I 6s. GRAVELLY C 3 \ COS TOTAL AREA TO MHW = 10YR 6/8 COS 13.3 ACRES+ LOT 0 20" 96" \' LOT 155 _ NO ',vATtfi ENCOUNTERED WELL MIW 29 ZONE: A ADJ 2 5' THIII PROVIDE VENT FOR LEACHING FACILITY IF ANY PORTION WILL BE UNDER DRIVEWAY I I Wgte J J l �'d (reJocaleJ %IS'7EI V( / cb Cd S J I J PROPOSED 0SE0 ERRACE \� � — cq / �o S F%!CW / i ) \ J i ` POOL 1 (FL.12 0) P i h 9 \ , �9 S l J 4 S�if GE BEN HMARK: RIM OF BRICK PIT J l _ / x - AT ELEVATION 10.14' Nt;VD `100 YEAR�,FLOOD PLANTING --- 1 ELEV. (t 2 0) ST Ex:STmIC HC015E. GsaA DECKS, SEPnC SYSTEM FEN S 70 SIE t•,y. ® cam` II 1 1 r6' Dio. Brick Pit ' \ \ / Rim:10.14 \J Sump-2. \ TO BE FILLED), \ \ / Deck 1 \\ ® I { I \ WWI / `° � � I. \ \`` /f7N. p-`f) t1a�E11iN °'k n'a"'•,r / °ice / ,,( / / ��' � c� l PROP. ST E L EL't .5 TERP.ACE rt fy v soy , • F 17 Tipp'. wooe J . ck 14.30 \ t_A 14 .__`"e•rc � / � ��/ PLANT rryO DECK (fC a12.0 J � \ \ f1 \ \ K i / '\ cn-3 Ilk LAT 1AMN 1 Ak (SA 1E N AREA ' l yply� TREES) - , 1 yC 1 �Ty f � TITLE V SI TE PL AN of 237 SEAPUIT ROAD IN THE TOWN 01= \ 1' `�\ �O"�Nc � _ \STER \/ILL.E ) BARNSTABLE / ;\ / \ �y PREPARED FOR. AM WILSON ASSOC. /WEINER 30 — 0 _ 30 — 60 _ 9 off 50E•-362-4541 , I 1'• - 30• FEBRUARY 22, 2002 62 to. 506 3 -9580 �.� , SCALE. GATE: __— down cape engineering, Inc. C71VIL ENGIIN FFT;'S OF I?I ti cp A' INE K. ; art MANE 1..AN C3 SURVEYORS � H. "LA N 939 main st. r=armouth, ma 02675 No.26i48 4 / 14L4, FINISH GRADE OVER D-BOX= 14.0' FINISH GRADE OVER CHAMBERS= 13.0'-14.0' GENERAL NU I C Z> PROVIDE PRECAST CONCRETE EXTENSION TOP OF FOUNDATION RISER WITH CONCRETE COVER TO WITHIN REMOVABLE CONCRETE COVER TO SLOPE @ 2%MIN. OVER SYSTEM 3/4"TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION ELEV.= 14.5' 6"OF FINISH GRADE OVER OUTLET. WITHIN 6"OF FINISHED GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. FINISH GRADE 5"DIA.OUTLET(S) 4"SCHEDULE 40 PVC MIN SLOPE 1% PLACE TO 6"OFIF FINISHED GRADE S ON ALL CHAMBERS 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD FINISH GRADE @ FND. EL.= 14.0' OVER TANK EL.= 14.0' OF HEALTH AND THE DESIGN ENGINEER. 20"MIN.ACCESS COVER 9"MIN TOP OF SAS= 1 1.4' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL (TYPICAL FOR 3) 36• qX 36"MAX. PROPOSED 4" r, 10.4' 36"9"MIN. BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. PVC PIPE BREAKOUT EL = 1 O.9' 4. TO PREVENT BREAKOUT,THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN 32 (MIN 1%) 4"SCH.40 PVC 6" 3" 2"DROP MIN. 3" 9„ 2"DROP MIN. PIPE,S-1% PROVIDE WATERTIGHT ELEVATION = 10.9' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. 3"DROP MAX. 6" 3" 3"DROP MAX. 3" 9" JOINTS(TYP.) o �� ° 0 o SEPTIC IN TANK 4' PVC OUT TO 0 = = O 0 0 �o 0 0 O 0 �0 5 SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM. \_ 14" LEACHING FACILITY o0 0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 12.5 14" 11.6 • o0 00 --� _ 000 � 0 12.15 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED 10.97' MIN. 10.8' 2� 0 0 0 0 0 0 0 o� moo PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND 48" 11.90' OUTLET TEE o0 0 0 0o READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED 11.85' 48, 6"CRUSHED STONE 0 0 0 o o 0 0 0 o WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 11.5' OVER MECHANICALLY oo 22"ZABEL FILTER COMPACTED BASE 1.75' 1.75' AND DESIGN ENGINEER. MODEL#A1801 HIP(GAS 8.5'(typ.for 1) 4 0� 4.0' BAFFLE ON BOTTOM) 5 OUTLET DISTRIBUTION BOX g0.0' (T yP�) 8. ELEVATIONS BASED ON DATUM OF 10.14' NGVD FROM RIM OF BRICK PIT AS SHOWN ON PLAN. TO BE INSTALLED ON A LEVEL STABLE 12.9 BASE. FIRST TWO FEET OF OUTLET 8 4' GROUNDWATER ELEV.= ADJUSTED TO 3.4� 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. 9 - 500 GAL. CHAMBERS 5'MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY PROPOSED 2-2000 GALLON CONCRETE SEPTIC TANKS CROSS SECTION VIEW TYPICAL CHAMBER PROFILE CHAMBER END VIEW DISCREPANCIES TO THE DESIGN ENGINEER. ELEV 7.0' LENGTH 12'-0" WIDTH 6'-6" DEPTH 6'-0" 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE DISTRIBUTION BOX DETAIL CHAMBER DETAILS(H-20) STRUCTURES SHALL BE MADE WATERTIGHT. SEPTIC TANK PROFILE(H-20) NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR NOT TO SCALE ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS � � � /- � � �} •' LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH r� r r. • CASE THEY SHALL BE WITHSTAND H-20 LOADING. Is � «� ,� � �� - .� •. TEST PIT DATA w_ ,� / . ' vr� `^' �. .' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND Ed Barry BOH FINES. MAP 95 / �•\-..-.-`"%�'- -- ''"'•--p•;: _f�� '� a ti INSPECTOR: RY( ) PARCEL 14-B i \ \ !I!► __ �� /` \ \ - - _ _ _ _ _ _ _ _ �' �`� �`�T- � '' SOIL EVALUATOR: Bernard J.Young, PE 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND i "` / _ UNSUITABLE MATERIAL FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. BAH ^ - \\ krr , December 3, 1999 3" ConM -` --, ` i \ / _ _ - I / a / / \ - - \ DATE: REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE - -. - - - - � -I \\ r' TEST PIT#: 1 OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH S54.04 40 r' 239.70 I // / ce/oH / ! � s3 �` � \ �,%�, �, ~'�\� , I• FROM CLAY, FINES OR / I 4 ! - - 5. \\ \. ►r .., ,'- , �.._-_ R� ' ELEV TOP= 12.75' AL Broken 1 ( / \ 72p. ! / 6 " 12 310 CMR 15.255(3). t(` 4= .r _ -- .. / y ELEV WATER= < 2.75' \ ter M ter it; \ 2\2000 GALLON \ \�a , / / a54 \ �P ?'° • -� _ 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES \ 3 fer H-20 SEPTIC TANS 4 / - ^ 1 \- \ `. f• • PERC RATE- <2 MIN/IN o Be emov. ! •• FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. •,, /� o S14.54'29"E f \ l C8 H � 1 ` \ y�; �,• • *' o r• 268.2 .�- * I• •• TEXTURAL CLASS. 1 N \) J t' �_ \ \� \` J • * •L, 16. PROPOSED PROJECT IS LOCATED WITHIN: \ �-- 0.0' ` �• • ASSESSORS MAP# 95 PARCEL# 14 (NOW PARCEL 14-A) \ PROPOSED WATERLINE =•° =x=,. �\ \\ 11 IJ -� \ \ �Q, , n / \ / �• p 12.75' ZONING: RF-1 TP 1 ° o� ° ' o o'Y o: \\ 8 • • 1 �• Organic \ _-_:_-• �� \, \ \ Q \ / / \ \_ f : • * . O MINIMUM REQUIREMENTS&SETBACKS: 2" 12.58 MIN. LOT AREA=87,120 S.F. PROVIDED= 160883±S.F. p ,� LFS MIN. FRONTAGE =20 PROVIDED -94.84' I PROPOSED VENT +� , R�� I ! ` lu Jy \ J / S \ A 'f PRO? 00P�\ON /! 1'y \\�\� \ /I 1 11 1 \` y •+ L +. 10" 10YR 4/4 11.92' I \ \ / 1 FRONT SETBACK = 30 FT. o° � ,� �� JI i � ', l t v /J . � LS B SIDE& REAR SETBACK = 15 FT. l 1 OYR 5/8 ;f �- ., " FEMA FLOOD ZONE C B A13(EL. 12), A11(EL. 11) PROPOSED 9-500 GALLON \.\ o / -_ ^` '--�-s'` \ \ M~ ' \ \ �w �" r t / PROPOSED 1 J / MAP 95 10.75 \ T - _ AS SHOWN ON `\ H-20 LEACHING CHAMBER �1 w 0 ° ps, GARAGE ` If 1 / / PARCEL 31 "�\� „ o� r • I. 4 COMMUNITY PANEL# 250001 0018 D k AIL \ ,. 1\ . ,\l' 17. OWNER OF RECORD: SEAPUIT PARTNERS, LLC I illy r \ s �- y •� !J� i � r .•• • V ,3 ,\ ` \ ADDRESS- PROPOSE > - �' `� - 7 '. . �i• • ADDRESS: 3 SKIDAWAY VILLAGE SQUARE \ \ DISTRIBUTION BOX 1 \ / G ` ! ` _ \ f / ♦- t 4 .'`� + � ( Gravelly COS SAVANNAH, GA 31411 AL �' j \� H� • + • , 1 OYR 6/8 f \ \\ \ PROPOSED 1, 18. DEED REFERENCE: \ \ \ r__i' AL \\\ -- i - •�_ i�hl' C CERTIFICATE 170740 GARAGE I \ J \ PROPOSED 19. PLAN REFERENCE: 9-BEDROOM 1 < LOCUS PLAN No Groundwater LOCUS IS SHOWN AS LOT A ON A PLAN TITLED"PLAN OF LAND IN BARNSTABLE(OSTERVILLE; \ I I DWELLING I Encountered 2.75' � � ,IY. 120 MASS., PREPARED FOR 234 TRUST, BY DOWN CAPE ENGINEERING, INC., DATED AUGUST 6, SCALE: 1" = 1000' 2003, TO BE RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. i x \` \\ 1QO YEAR FL00�3. \ ELEV. (12.0)]� r % `� I I I \ \\ A N \ t srt� / I 1 A� cr N I �� `� N DESIGN DATA LEGEND TEST PIT DATA illy\ o 101 X7 EXISTING SPOT GRADE AL __-s nn - \` �19^J \\ �\ `� AI` NUMBER OF BEDROOMS 9 EXISTING CONTOURS INSPECTOR: Barry( ) \\ ` \ 1 , Ed Ba BOH - 1102 PROPOSED CONTOURS o j5 d i ,�` AL 11 DESIGN FLOW 110 GAUDAY/BEDROOM SOIL EVALUATOR: Bemard J.Young, PE MAP 95 0 0. 13 ,6,- ; TOTAL DESIGN FLOW 990 GAUDAY DATE: 102 PROPOSED SPOT GRADE PARCEL 11 TP 2 � � \ ° _ 1980 December 3, 1999 12 ti \ OF DESIGN FLOW X 200 /o GAL/DAY TEST PIT#: 2 ELEV TOP= 6.4' USE PROPOSED 2-2000 GALLON SEPTIC TANKS W PROPOSED WATERLINE B.M. EXISTING DWELLING ! �' � \1 /- ELEV WATER= - 3.4'(Adjusted) f: TO BE RAZE _ < / . PERC RATE = 2 MIN/IN Rim Brick0.1 \\ 1 i - 1�p BUFFER �' ,�' i r, - N6 TEST PIT LOCATION N.G.V.D. \\ - - - - - - ' ' �'6 ��' \ \- ! 9 INSTALL 9- 500 GAL. CHAMBERS TEXTURAL CLASS: 1 / PROPOSED 2000 GALLON SEPTIC TANK �5- \\ ��- � 4 SOLID SCHEDULE 40 PVC PIPE SIDEWALL CAPACITY (LENGTH+WIDTH)(2 SIDES)(2' HIGH)(.74 GPD/S.F.)=GAUDAY 0" 6.4' RANDOM Sr E , Q;' ` / / ! r' 80.0'+ 12.9' 2 2' 74 GPD/S.F. = 275.0 GAUDAY ; , a s �I /� / i iL AL ( )( ) ( ) ( ) A p DISTRIBUTION BOX >�� 04 ��e AL FIII Zone G e e _ �Z Qa,! SIB Any CONTROL BU6ER 6' 5.9' 500 GALLON LEACHING CHAMBER q 0 � ocnnoN ! BOTTOM CAPACITY _ C-1 Gravelly COS 1 �„ x WIDTH) (.74 GPD/S.F. GAUDAY -_ J � ( - 10YR 5/6 ` •" ` p BURR MAINTAIN BY MOWING ANNl1ALLY uM`t � MOyANG AREA /f/ % I (80.0'x 12.9') (.74 GPD/S.F.) = 763.7 GAUDAY 20" 4.73' \\` Np' AL 50 _ _- NOT PRIOR TO JULY 1 OR AFTER '"�°� TOTALS: C-2 . \ r9 MS TOTAL NUMBER OF CHAMBERS TOTAL LEACHING AREA 1403.6 SQ. 10YR 7/4 1 3/22/04 BMB ELP GRADING \ 1DESCRIPTION �_ \` ----- -- _ __ - EXTEND ELEVATED ,►F / TOTAL LEACHING CAPACITY 1038.7 GALJDAY ` +, - . . . . . . . . . . ----- ` TIMBER WALKWAY r - - -+ . REV DATE BY APP D IIF = x ,rL 66" ------ 0.9 =- - s � o PROPOSED SITE -- �\ ~�.- 1 ' _ ��__-- ✓_`�..-�� -----------------------.�.-'' � Standing @ 66"_ \ _�__=:.=---p PLAN AL / �, 110 _ PREPARED FOR: - I` SEAPUIT PARTNERS, LLC �- AL *I---,------.-.- �„F �� 2 ��\ � i'� � � filer J '� USGS GROUNDWATER ADJUSTMENT C-3 AL AL COS - WELL: MIW 29 � � � u�_- '� rs � ----. , iY� � iY�. %' � �� ,rl� - LOCATED AT CBS+ _ 'r` J--__ -- AL ----- +Y�_ _ __-- � � AL ' �" - / AL AL A ZONE:A 96" 1.6' ` ''r` A` _ - \ A SEASONAL HIGH GW ADJ: 2.5' 237 SEAPUIT ROAD - o - --- 'r` o - _- � , --_= i� ire _-�� ,��- /� �:�_-_.__ --_.___ OSTERVILLE, MA AkL _ - A - \.--\ � _ �� ' �° ,_-__ � / THIS PLAN IS A REVISION OF A PREVIOUS PLAN PREPARED BY -- AL . _^ '1�\ 3� DOWN CAPE ENGINEERING, INC., DATED FEBRUARY 22, 2002 SCALE: 1 INCH = 30 FT. DATE: MARCH 11, 20C AkL \ �' c�' 0 15 30 60 120 FI OF At P PREPARED BY: s a m s I d PESCE ENGINEERING No I0°' AND ASSOCIATES 9° e ST EDWARD L. PESCE P.E. SITE PLAN Al- ENGINEERING SERVICES 451 RAYMOND ROAD `' r SEPTIC SYSTEM DESIGN PLYMOUTH,MA SITE SURVEYS 02360 PHONE/FAX:508-743-9206 SCALE: 1"=30' - - - . - , OASTAL ' SALT MARSH r . NGINEERING ;.. f :• ` INTERTIDAL� O��i1V 1 , INC.; ;., AREA _ LAND SUBJECT TO COASTAL STORM FLOWAGE LAND UNDER OCEAN 260., Cranberry 1Iwy.Orleans,MA 02653 I 4 .� "•� 508.255.6511 Fax-508.255.6700 p MHW MLW' -- - ASSESSORS MAP 95 <`'` r' RECONSTRUCTED 4 x 90 PIER BENCHMARK - RODCAP PARCEL 14 �oELEV. = 4.31 (MLW DATUM) .. ' G EXISTING 1,�, ►1 p SILT FENCE END Of f EXISTING LICENSED PIER 4 WIDE x 72 LONG PROPOSED 3' F PI HEI =1 ' M �. ( ) TOP 0 LE GHT 0 LW EXISTING PIER BOTTOM STRINGER EL.=63t " X 20' RAMP A =o ROPOSED EDGE OF MHW - 2.7 PROPOSED 8' X 25' FLOAT RA �j. EXISTING WRACK LINE W _1- 1 MARy _ Fr ip i XISTIN - ( p _ _ - �. W O _ 3.0 10 20 30 40 50 60 70 80 _ _ ;, .-.,..,. GRADE 0 1 __ LW �.. j EXIS TING �\ 0 - 5 ML4V �c0. REA S - . , . ��• EDGE OF \ >, • . 5 \ G PROPOSED 8" DIA- PROPOSED B" DIA. _- -x0 VEGETATION ' \ _ �, O \ PILES, 10 FEET LONG PILES, 20 FEET LONG -7 2 PUI3uc AccEss ,PROPOSED • . 0 p0 _RAMP 6 MLW . �� - 0 -' '- - \ 90 100 110 120 130 140 150 O a• • 1' OVER-DREDGE W DREDGE VOLUME - 2,990 C.Y. a 2 ' \ o C� ROPOSED /� OVERDREDGE VOLUME - 1,896 C.Y. PROPosED � \ / 0.1OPOSED 1 Di ANCHOR FLOAT \ EDGE OF 'x _ A. - ••.. TOTAL DREDGE VOLUME 4,886 C.Y.CY HELICAL ANCHOR - EXISTING PILES, 30 FEET LONG MARSH U A v x-2.5 Grj �\ \ xO,3 �. SECTION A A 12 fENO� \ ' \ RILES, �- ,• •. -` ` •.. `•. '• ';; �,. „�..--DREDGE MATERIAL TO 8E REMOVED\ SCALE: 1 = 10 - ... _. �- AT AN \ •• 1 Al, -� ,: .. .•, \_ AND OF / rc LOCATION �\ • APPROVED UPLAND ISHAMS POND \ \. LAND UNDER OCEAN _ '. \ _ t x o.� 2- 4x6 POSTS FOR RAILING SUPPORT 2- 2x8 YOKE 2x8 JOISTS FLUSH FRAMED 2x6 HANDRAILS "0 xPERMANENT PIL 1 8 20 E / `,.•'�,,`+ `+,. ti, 2 \ 2- 2x8 YOKE 0 2 O.C. AND NAILED (TYP) ROUT EDGES `•. '•' `• ,, \ � • � 2 x 6 RAIL CAP x-1.8 J / - - - - - _ Sl -2- I ff \ x-1.5 / J I 2x6 DECKING (NORTH/ '� J 2 x 4 RAILS I I I I ) I I I i NI I I SOUTH ORIENTATION) o \ODE / I O o, cy• 2 x 6 DECKING W/ a 4 x-2.1 r / . RED�E � x-t.� / xt.2 t/2 sPAcwc ° - i I I I I I i I I i I I i I I I I I ► I { o K► AN Il P I / BETWEEN PLANKS '"-... ,T ,. ., I ,• 4 x 6 POST I Q � \ APPROXIMATE �3. ^.,. ,` ,• \ J {I I I I I I i I I {{ N -. O HISTORIC \ 2x8 JOISTS FLUSH FRAMED - DREDGE _ 0 2 O.C. AND NAILED TYP ° { ( I{ { I : {{ (I I{ I I I T x 2.7 f \ / ( ) SEAL FOOTPRINT 11.o I I I i _ 1 (2) 2 x 8 STRINGERS - OF - SI -) 1 8 PILE < 5t 11- I 1 ___ _- _.. .. _ rr P f ,: N i .. •,, •. _ x�0.1 2 - 2 x 8 YOKE -'• L - _ •,L 2 - 2x8 STRINGERS (EACH , `� J ram . -1,8 � ,• x 2.4 I / . • /' SIDE) W/2 - 5/8"0 THRU a S 0 20'SECTION, TYPICAL BOLTS (� POST CONNECTOR TYPICAL PIER DETAIL �- \ SCALE. 1 - 2 �\ \ x-0.6 EO OF \ \ - / x• 3<.3J r x-0.6 PIER PLAN VIED; DETAIL •\ •\ EXISTING \ - \- \ ..:MARSH : \ \ m NOT TO SCALE.: x-1.7 / x-0.S \ \. 00 3 J x A x-0.s x�.t -xt TIMBER PILE NQTS GENERAL NOTES: - EXISTING GRADE Un 0 1. ALL TIMBER FOUNDATION PILES SHALL BE OF TYPE 1 SPECIES LUMBER •' Fr-� 1_ _ 1 � ,, ,, ,,, ,, \ • . 1. SUPPLY.ALL MATERIAL, EQUIPMENT AND LABOR FOR CONSTRUCTION OF I I \ \ AS DEFINED IN SECTION 1822.0 OF THE MASSACHUSETTS STATE BUILDING PERMANENT PIER RAMP AND FLOAT AS DESCRIBED AND SHOWN ON PLAN - -- - - - W { J x-1�5 \ °. 1 , I r T. \ POSED ILT B OM ' CODE AND SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE AND DETAILS, 3:1 SLOPE 5 MLW 3.1 SLOPE u xo. 1 \ /� 1 1 *, PRO S 0 „ _ELEV_--=6 ------___. �, I ! (IF AREA IS NOT MOVED) STANDARD FOR ROUND UMBER PILES", ASTM D-25. -- = U \ 5 2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE PLANS, ED E O ER DIG , t 6 2• ALL TIMBER PILES SHALL BE PRESSURE TREATED WITH WATERBORNE SPECIFICATIONS AND THE ORDER OF CONDITIONS ISSUED BY THE 0 sty '�� . TOWN SHELLFISH CUL77VARON AREA ITN TM T r� 1 � � u CCA PRESERVATIVE IN ACCORDANCE W AWPA C3. TREA ENS SHALL BARNSTABLE CONSERVATION COMMISSION. CONFORM TO THE AWPB STANDARD MP-4. ALL PILE CUTOFFS SHALL BE / _ 0, �► 1 1 i 1 1 j �..� TREATED IN ACCORDANCE WITH AWPI STANDARD M-4. THE MINIMUM 3. ACCESS TO BE FROM THE PATH ON THE APPLICANT'S PROPERTY,C s QR TYPICAL DREDGEx 3 , 1 , . _ SECTION B-B PRESERVATIVE TREATMENT RETENTION FOR:TIMBER PILES SHALL BE 2.5 FROM WORKING BARGE. WORKING BARGE NOT TO BE LOCATED OVER A ; ,l\ 1 1 i 1 1 1 t x�t .1 PCF. MARSH AT ANY TIME. STAGING AREA FOR MATERIALS TO BE IN THE ti J 4�.p�• \ \ ' -�. .J' 1 1 t i t 1 ! 1• � ' NOT TO SCALE. . l / B \ i 1 r ! 1 1 �. APPLICANTS DRIVEWAY. \ C� 1 t 1 1 t �. 3. BEFORE ANY TREATED PILES ARE DRIVEN, A CERTIFICATION SHALL BE ! 1 t `� SUBMITTED, CERTIFYING THAT THE PILES WERE FREE FROM DECAY, WERE 4• METAL TO BE HOT DIPPED V T FABRICATION. C ) � � \ x-1.9 -�,,,,�, 1 1 1 ► 1 l � 0 ED GALVANIZED AFTER ABR CATION. TIMBER IN i PROPERLY PEELED AND OTHERWISE PREPARED BEFORE TREATMENT, AND CONTACT WITH GROUND AND UNDER WATER TO BE CCA PRESSURE (~ Q THE METHOD OF TREATMENT, THE CHEMICAL COMPOSITION AND THE TREATED IN ACCORDANCE WITH WOOD PRESERVATIVE INSTITUTE OF .. . ,. ..: , x-0.5 r' \ �. AMOUNT OF RETENTION OF THE `PRESERVATIVE CONFORM TO THE ( �, � ••.,�j - AMERICA. ALL OTHER TIMBER TO BE ACQ TREATED, OR OTHER i \ 1.6 REQUIREMENTS SPECIFIED HEREIN. THE PRESERVATIVE RETENTION SHALL ROT-RESISTANT LUMBER TYPE. 4 x-t.a \ 1. . , / BE DETERMINED BY ASSAY METHOD. \ \ \ � LTJ E--I 5. NO MACHINERY OR EQUIPMENT TO OPERATE IN THE MARSH, 2x6 HANDRAILS x-2.3 4. PILES SHALL BE 800 PSI MINIMUM COMPRESSIVE STRENGTH PARALLEL NORTH BAY ROUT EDGES TO GRAIN AND SHALL MEASURE AT LEAST -EIGHT INCHES (8 ) IN 6. CONSTRUCTIONDETAILS TO BE APPROVED BY ENGINEER PRIOR TO A \ DIAMETER AT THE TIP. CONSTRUCTION. 2x4 O EXILING CHANNEL r"�1 ray 4x6 POSTS (TYP) I d, \ 5, EACH PILE SHALL BE DRIVEN BY MECHANICAL MEANS, IN ONE PIECE, 8. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE-CONSTRUCTION 2x4 SIDE RAILS W i I 0. �. WITHOUT SPLICING, AND SHALL BE DRIVEN TO THE DEPTHS SPECIFIED IN 5 , 0 \ _ CONDITIONS. c �3/8 0 THRU BOLTS / \ SECTIONS A C OR REFUSAL. ENGINEER SHALL BE NOTIFIED IF REQUIRED / DEPTH CAN NOT BE ATTAINED. 9. OFF-SEASON STORAGE OF RAMP AND FLOAT, IF DESIRED, SHALL BE 2x8 JOISTS FLUSH FRAM 19 W - 11, -- ' / AN APPROVED UPLAND LOCATION SUCH AS THE APPLICANT'S DRIVEWAY. w / x-3,2 E 2x6 DECKING (NORTI±t l ® 2 O.C. AND NAILED ( a o 6. DURING THE PILE. DRIVING OPERATION, ANY SUDDEN DECREASE IN - _ DRIVING RESISTANCE'SHALL BE INVESTIGATED WITH REGARD TO 1 MINIMUM PA SOUTH ORIENTATIO+: fs-I 0• SPACE BETWEEN .ALL DECK PLANKING TO BE 3 4 , WITH �j POSSIBILITY OF BREAKAGE OF THE PILE AND IF SUCH SUDDEN t: ,SE / 2 - 2x8 STRINGERS (E PROPOSED DREDGE AREA PLANKING ORIENTED NORTH-SOUTH. w C) IN DRIVING RESISTANCE CANNOT BE CORRELATED TO BORING DA I '.ND SIDE) W/2 - 5/8 0 Tf 0 `.: IF THE PILE CANNOT BE REMOVED'FOR-INSPECTION, IT SHALL' BE BOLTS ® POST CONNE! rx M 11. PIER LIGHTS TO BE 10 ON CENTER. 25 WATT BAFFLED. PIER TO x•�36 CONSIDERED ADEQUATE REASON FOR THE REJECTION OF THE PILE, ° 2- 2x8-YOKE ° INCLUDE BUBBLER SYSTEM TO PREVENT WINTER ICING, 2- 3/4 0 BOLTS SCALE LEGEND x-3.4 , �•o °• 1°=40, 7. JETTING, AUGURING AND OTHER METHODS OF PRE-EXCAVATION TO n ACHIEVE THE MINIMUM TIP ELEVATION MAY NOT BE PERMITTED WITHOUT SPECIAL REQUIREMENTS FOR C ASTA CONSTRUCTION a DRAWINGF&E PRIOR APPROVAL BY THE ENGINEER. WHERE PERMITTED' THE 3X6„BRACING WITH C16264.dwg x-0.5 SPOT GRADE APPROX. HISTORIC CHANNEL V ck- p' 3 4 DIA. BOLTS PRE-EXCAVATION MUST BE CARRIED OUT 1N A `MANNER WHICH WILL NOT 1, SPECIAL PROVISIONS FOR COASTAL CONSTRUCTION SHALL BE IN > / DATE g . 00 N IMPAIR THE CARRYING CAPACITY OF THE PILES ALREADY IN PLACE. ACCORDANCE WITH THE RECOMMENDATIONS FOUND IN THE "COASTAL 2-9-05 . . . . . . . MLW 6 . IMMEDIATELY AFTER COMPLETION OF JETTING OR AUGURING, THE PILE CONSTRUCTION MANUAL" AS PUBLISH D BY THE F z °° '; DRATIVNBY SHALL BE ADVANCED TO THE MAXIMUM DEPTH OF PRE-EXCAVATION AND - E E FEDERAL EMERGENCY ,�U '+ MAP MHW MANAGEMENT AGENCY (FEMA 55)• d •� S-4 DRIVEN BELOW THIS DEPTH TO THE REQUIRED DEPTH SPECIFIED HEREIN. 8 0 x 20 GHECICEDBY a Z SEDIMENT SAMPLE 1 PERMANENT PILE 2. ALL STEEL MEMBERS, CONNECTIONS, CONNECTORS, ETC. SHALL BE $ 8• THE PILE DRIVING CONTRACTOR SHALL KEEP AND SUBMIT A PILE HOT DIPPED GALVANIZED. ALL METAL CONNECTORS MUST BE ROUTINELY o .- . . _ DRIVING LOG FOR EACH PILE. .. EDGE MARSH PLAN INSPECTED AND MAINTAINED OVER THE SERVICEABLE LIFE OF THE z STRUCTURE. N 9. THE END OF THE PIER SHALL BE ANCHORED TO THE GROUND WITH A LO , EXISTING GRADE SCALE: 1 = 40 HELICAL ANCHOR OR APPROVED EQUAL TO PREVENT LIFTING IN AN ICE I { i .9 40 20 0 40 120 EVENT. TYPE OF ANCHOR AND ATTACHMENT METHOD TO BE APPROVED v BY ENGINEER PRIOR TO CONSTRUCTION. ou ANCHOR TYPE TO BE SS�2 g APPROVED BY ENGINEER Q 1 inch 40', ft SECTI ON C- C - 2 2 y W _OF _ SHEETS A NOT 199 TO SCALE 2 PROJECT NO. 0 CA C16264.00 u; I FINISH GRADE OVER D$OX= 14.0' R CHAMBERS= 13.0'-14.0' GENERAL NOTES FINISH GRADE OVE . PROVIDE PRECAST CONCRETE EXTENSION PE 2%MIN.OVER SYSTEM RISER WITH CONCRETE COVER TO WITHIN REMOVABLE CONCRETE COVER To SLOPE(� 3/4•T01-1Z DOUBLE WASHED STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION TOP OF FOUNDATION 6.OF FINISH GRADE OVER OUTLET. GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE WITHIN 6'OF FINISHED ELEV. 14.5' 20 OF 1/8•TO 1/2'DOUBLE WASHED STONE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 5•DIA.OUTLET(S) 4 SCHEDULE 40 FINISH GRADE PVC MIN SLOPE 1% UST BE APPROVED BY THE BOARD ERS ON ALL FINISH GRADE @ FND.EL.= 14.0 OVER TANK EL 4.O' TO 6.OFIFIN SHED GRADE 2. ANY CHANGES TO THIS PLAN M OF HEALTH AND THE DESIGN ENGINEER. 20•MIN.ACCESS COVER 9•MIN. 36V TOP OF SAS 11.4 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL (TYPICAL FOR 3) 360 9•MIN. BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 4. Z 10.4' 36•MAX. OUT EL = 10.9' PROPOSEDBREAK 4. TO PREVENT BREAKOUT,THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN PVC PIPE 4•SCH.40 PVC ELEVATION=10.W FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. (MIN 1%) 2•DROP MIN. PROVIDE WATERTIGHT 6• 3• 3'DROP MAX. 3• g• 2•DROP MIN. PIPE,S=1% 3•DROP MAX. 3� 4'PVC IN FROM JOINTS(1 YP.) . = 0 0 0 � 0 � 0 0 o 0 � O � 0 000 5. SLOPE ALL SOLID PIPE AT 1.0°,b MINIMUM. o " SEPTIC TANK 4 PVC OUT TO 14• o o Q 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 12.5 1a• 11.6' LEACHING FACILITY o0 0 0 0 ao 00 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED ' 1 Ir o0 o CI C� o WHEN SYSTEM IS NEARLY COMPLETE AND 12.15' p 10.97 MIN. 10.81 � � � 0 � � � 0 � 0 � o PRIOR TO BACK FILLING OUTLET TEE o0 0$ -1 1--- o READY FOR INSPECTION..SYSTEM IS NOT TO BE BACK FILLED 48 11.90 , 48• 6"CRUSHED STONE Q Q [� Q o o u 0 WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 11.85 OVER MECHANICALLY cQ 0 0 • - AND DESIGN ENGINEER. 11.5 22•ZABEL FILTER COMPACTED BASE 1,75' 1.75 MODEL#A1801 HIP(GAS 8.5'(typ.for 1) 4.0' 4 4.0' 9 8. ELEVATIONS BASED ON DATUM OF 10.14 NGVD , BAFFLE ON BOTTOM) 5 OUTLET DISTRIBUTION BOX 80.0' (TYP-) ` FROM RIM OF BRICK PIT AS SHOWN ON PLAN. TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= ADJUSTED TO 3.4' 12.9' BASE. FIRST TWO FEET OF OUTLET $,4' " 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. 9 - 5OO GAL. CHAMBERS 5'MIN. THROUGH DIG-WE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY CHAMBER END VIEW DISCREPANCIES TO THE DESIGN ENGINEER. SEPTIC TANKS TYPICAL CHAMBER PROFILE , SLAB PROPOSED 2 2000 GALLON CONCRETES CROSS SECTION VIEW 7,Q r 10. ALL JOINTS WHERE PIPE. INTERS r�u.c. EXITS CONCRETE IELEV.- N WIDTH 6-6 DEPTHDISTRIBUTION LENGTH 12-0 WID _. p vv T O,/� D E 1 A I L = W _ STRUCTURES SHALL BE MADE WATERTIGHT. -CHAMBER DETAILS(H 20) SEPTIC p _ \ NOT TO SCALE N TO SCALE ' SEP 1 IC TANK" 1-ROFIL.E(H 20/1 NOT 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR NOT TO SCALE ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH __ r / 1 / / I \ +G► e., G• . . TEST PIT DATA CASE THEY SHALL BE WITHSTAND H-20 LOADING. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND MAP 05 / / \ \ \ ;,1 O FINES. INSPECTOR: Ed Barry(BOH) PARCEL (4-B • _ - - - - - - - EVALUATOR B;rnard J.Youn PE o SOIL EV q, 14. WHERE REQUIRED,CONTRACTOR SHALL REMOVE ALL LOAM,SUBSOIL AND 'L / cr UNSUITABLE MATERIAL FOR 5 FT.ON ALL SIDES OF LEACHING FACILITY. - __ December 3, 1999 .T• con/ \ / ` I / / , _ - \ p d' DATE. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE - - - - i / TEST PIT 1 � •4n__ __ 2N.�0' I , / / , , , 1 �.�, �3 . FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH / - I ELEV TOP=tea 12.75' 310 CMR 15.255(3). CVAH.. \ , ) ► y- l��£ / .pB E \ \ \., l If ELEV WATER= <2.75' ater iN tei it -2000 GALLON a / - / ygg•�► \ ` AIL �� - 0, • CONTRACTOR NOTIFY DESIGN ENGINEER F \ o sEP c TAN,/s ��0i / 1 �- \ • PERC RATE- <2 MIN/IN 15. CO C OR SHALL NO G R O ANY DISCREPANCIES S1414,29 % C8/Vw / 1 \ F �- + , FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. o 7 1 1 / r / \ \ + o • • TEXTURAL CLASS: 1 \ \ 16. PROPOSED PROJECT IS LOCATED WITHIN: �J • . ' f \ i I \ \ l __- \ .- - \- 'c , , 'If \• • ASSESSORS MAP# 95 PARCEL# 14(NOW PARCEL 14-A) o D WATER = .i.. r►, / \ ! \ ` / I \ f �- \ \ \ r 1 �. \ PROPOSE o p ' TP 1 0 0_ © � / o � \ / \-' / \ \ � �" � • � 0 Organic 12.75 ZONING: RF-1 \ \ i • / O • MINIMUM REQUIREMENTS&SETBACKS: CIO \ i / 8 . .�� . . �• a \ • / \ \ Q \ / \ \ • 12.58 MIN. LOT AREA=87,120 S.F. PROVIDED= 160883±,S.F. t � �� \ A LFS MIN. FRONTAGE=20' PROVIDED=94.84' PROPOSED ANT ` .-� oR / 4 H I 1 i I \ FRONT SETBACK = 30 FT. oP oc / Q• \ r• .. • . 1 \ • \ PR RE . / I / I .,.., .. SIDE&REAR SETBACK = 15 FT. \ o / \ I L5 \ \ 10YR 5/8 \ \ g1 { - \ .► / � � _ yFEMA FLOOD ZONE C. B.A13(EL. 12).A11(EL. 11 1�� \ _ \ \ K { / __ _ MAP 95 240, 10.75 PROPOSED 9 500 GALLcNv PROPO \ w. AS SHOWN ON COMMUNITY PANEL/! 2 1 1 D \ _ . �. _ 5000 !0 8 \ GA .. _ 31 z�.._... I PARCEL • HAMBER �, _LEACHING C [ •CH _ q LEA _ _ •H 20 4 i M -2 • \ N_ \ N 7 OWNER OF RECORD EAP T . O S UI PARTNERS, LLC �� \ C�, O / \ - PROF' /�.., / SKI A �ADDRESS. 3 SKID AWAY Y VI r .. ,_..�,�4/� _ LLAGE DARE\ � SQ \ * ♦ • 1 norl BOX • DISTRIBUTION , 4 r � / \ \ / ` / 9 ., . Graven COS Op- 1 I Y SAVANNAH GA 31411 . 1 • r� \ \ I -. / / \ . • DEED REFERENCE: \ \ , , \ PR OSED I 1 ,� \ L I � CERTIFICATE 170740 \ \ f 1 \ \ \ --- G AGE I I I \ PROPOSED\' 19. PLAN REFERENCE. \ No dwa\ � � ,r� Greun ter \ 9-BEDROOM LOCUS PLAN I \ AL Encoutltered LOCUS IS SHOWN AS LOT A ON A PLAN TITLED'PLAN OF LAND IN BARNSTABLE OSTERVILLE DWELMASS.,PREPARED FOR 234 TRUST, BY DOWN CAPE ENGINEERING, INC., DATED AUGUST 6, SCALE. 1 1000 2003 TO E RE \ k, .\..,. . ,h. B CORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. \ 1 rah - -rr=- \ 1 I , g \ 100 YEAR FL00�3. �� ,�a.<�.;,,-X,�+ � I ` \ \ AL ELEV \ 1 LEGEND DESIGN DATA -�- ^� TEST PL DATA I---- \ EXISTING SPOT GRADE AhL \ n . . . , .,.. ;. :• IR' � g STING CONTOURS NUMBER OF BEDROOMS INSPECTOR. Ed Barry(BOH) 110 DESIGN FLOW GAL/DAYBEDROOM 102 PROPOSED CONTOURS SOIL EVALUATOR: Bs.mani J.Young , PE \ _r:? i -� 1 1 990 TOTAL DESIGN FLOW GAL/DAY \ $ \ ,,e- 1 \ DATE: December 3, 1999 MAP 95 \ ,';" �\ 1 02 PROPOSED SPOT GRADE _ 1 1 = 1NO PARCEL 11 \ ► - rF DESIGN FLOW X 200 96 GAL/DAY TEST PIT# 2 _ ELEV TOP= 6.4 USE PROPOSED 2 2000 GALLON SEPTIC TANKS ♦ \ v h PROPOSED\ o 1 W WATERLINE \ ` � �XIS7ING D14EWNG / �-. �� h�'\ � / ELEV WA - 3.4(Adjusted) ♦ \ O BE ! - B.M \ T , PERC RATE- <2 MIWIN Run Brft?k ♦ i l --tsh - w, - \ \ r D BUFFER ♦ i TEST PIT LOCATION _ . TEXTURAL CLASS. 1 _ 4 ♦ \ e � Elev. 10. � ✓ • \ _ _ N.G.V.D. \ \ _ .. \ INSTALL 9 500 GAL. CHAMBERS _`_ _ ♦ ..__....- � �� /� PROPOSED 2000 GALLON SEPTIC TIC TANK \ \• , / w. SIDEWALL CAPACITY - ON 6.4 4 SOLID S + IDES 2'HIGH .74 GPD/S.F. -GAL/DAY SCHEDULE 40 PVC PIPE C1ac� ,�, , � (LENGTH WIDTH)(2 SIDES)( )( ) , / i .� H�r�GGrf �I \ / / _ \ ._ E L ♦ + .F. 275.0 GAUDAY SET Q � / / � ( )( ) ( ) ( .74 GPD/S ! F O iN GR S _ / _ _ \ / ,IL A p DISTRIBUTION BOX _ av ,f'• _ Ftll 1 �k.� __ EES D � / M .c q / O __ �TUNo , 2 nr _ _ er o e � \ A e .� 5.9 1 � � � 500 GALL{ ON LEACHING e 6 .,. / \ CHAMBER z ` 0 o \ LocA .. ' BOTTOM CAPACITY --- C- --- / Graveb COS --- ? - / _ a .74 GPD/S.F. - GAL/DAY / w LENGTH x WIDTH) ( ) ( 10YR 5!6 .l.. / ►,�!' 80.0 x 12.9 .74 GPD/S.F.) - 763.7 GAUDAY try , ----- � ZiT1W�AW BY YOIMWG Y j \ L1WAL NOT PRIOR TO JULY I OR-AF ER 'C TOTALS: „' x� , \ O \ \ ---- - --- c _- a-- : � TOTAL NUMBER OF CHAMBERS 9 � A 1 OYR 7/4 1 3/22/04 BMB ELP GRADING TOTAL LEACHING AREA 1403.E SQ.FT. \ -- �--�. ____- �. ,� �� r---�---+/ � <TOTAL LEACHING CAPACITY.. 038 GAL./DAY REV. DATE BY APP'D. DESCRIPTION 1 - TWBER WALKWAY - - _ rF� • AL 0.91 PROPOSED SITE PLAN ____ , _-- _�- --�� ,. -- _.•- � Standen ss 9 \ A AL 1 � ,I� --- PREPARED FOR. -- -- r-- O «___- J� w ( _- GROUNDWATER ADJUSTMENT _C-3 ------ � s � � � ,r� USGS G -- -_ ,L ,� SEAPU IT PARTNERS LLC w -....�_ _� .�3.�-tee i (d'` Cos � �_�-- 1 ♦ i AL AL p � � � WELL MIW 29 , .r� _ LOCATED AT °�'" ,r. ZONE:A 96 1.6 --- - AL , AL � � :�-__ __-- ,. � SEASONAL HIGH GW ADJ.2.5 AL AhL ,L 237 S EAP U IT ROAD AL ALU _ 00- AL -__- � _ ,� ..._..._. `-- � \ OSTERVILLE MA A --- - I - PREPARED Y � THIS PLAN IS A REVISION OF A PREVIOUS PLAN PREP B -- -- -- / ENGINEERING, INC. DATED FEBRUARY 22 2002 ..� .... ..._ I .._._---- � .. o DOWN CAPE ENGIN RI . ..._..._:.:J \ i .. �, SCALE: 1 INCH = 30 FT. DATE: MARCH 11, 2004 \ 0 15 30 80 120 FEETi OF AI .. � tN 4 S h - a m s ... AL I �_. -.i PREPARED BY. o L .n ON n , PE SCE ENGINEERING d IL ..� � No.32oc1 Q 9 ' AND ASSOCIATES 9 FO P w OF lE F EDWARD L. PESCE P.E. s �i Al ENGINEERING SERVICES 451 RAYMOND ROAD PLAN LAN SEPTIC SYSTEM DESIGN PL YMoun+.MA - SITE SURVEYS ozm L PHO AX_ NEtF 50B 743-9208 SCALE: 1. ------------- ------------ LOCUS an Mary A lsiard - ZONE 2 4 At �'o gyp. �L2' WET 9 fEA4A Z, one LOCUS PLAN EA4A'Zon - (-"SOO . ......... SCALE: 1" 1000' Benchmark#1 BOA Top CB/DH %, )" WET 8 no Elev.= 14.05' zo / 2 N.A.V.D.88 0 0 MAP 95 PARCEL15 MAP 95 WET 7 PARCEL 14-1 N50049'49wW (0 268.25 WET 6 EX.9 BEDROOM SAS 0 0 0 0 0 0 1 0 0 #ET 5 4ot IN. EDGE OF BORDERING VEGETATIVE WETLAND(FLAGS WET 1 thru WET 14) WET 4 FLOOD ZONE LINE DIVIDING ZONE X FLAGGED JULY 2014 0 (<500)FROM ZONE AE(EL.12)BASED .0 ON ACTUAL ON-THE-GROUND FIELD 0- C> 0 INSTRUMENT SURVEY AS-BUILT FOUNDATION TOF=14.4* WET 3 JV' 134, WET 2 k% C3 Cq 40r EDGE OF BORDERING VEGETATIVE WETLAND ko (FLAGS WET 100 thru WET 113)FLAGGED APRIL 2015 WET co, WET 109 VV 151 WET 101 WET 108'- WET 100 POOL HOUSE MAP 95 ,WET 103 PARCEL 14 6UFFER WET 110 WET 107 > (per assessors) 50 -To Vk0A AREA=487,872*S.F. U Plot ioss W WET 106 ET 104 POOL PATIO WET 106 IN, NOTES: 1. LOCUS IS SHOWN AS PARCEL 14 ON BARNSTABLE ASSESSORS MAP 95. \WET 111 FOUNDATION AS BUILT 2. OWNER OF RECORD: CIO DONALD KOLEMAN, TRUSTEE PLAN OF THE 237 SEAPUIT ROAD REALTY TRUST Sy 40 LONGMEADOW ROAD PORTSMOUTH, NH 03801 237 S AT EAPUIT ROAD 3. DEED REFERENCE: LCC#194885 ZONING SCHEDULE WET 112 OSTERVILLE, MA 02655 4. PLAN REFERENCES: ZONING DISTRICT: RF-1 L.C. PLAN 5725-58 SITE IS LOCATED WITHIN THE: PREPARED FOR: L.C. PLAN 5725-Y GROUNDWATER PROTECTION OVERLAY DISTRICT L.C. PLAN 26772-V WELLHEAD PROTECTION OVERLAY DISTRICT DONALD KOLEMAN, TRUSTEE RESOURCE PROTECTION OVERLAY DISTRICT WET 113 5. UTILITIES SHOWN HAVE BEEN LOCATED BY INSTRUMENT SURVEY WHERE 237 SEAPUIT ROAD REALTY TRUST DIGSAFE MARKINGS WERE VISIBLE. REGULATION PROPOSED AS-BUILT 40 LONGMEADOW ROAD UA MIN. LOT AREA 87,120 S.F. 487,872±S.F. 487,872±S.F. 6"y S 6. A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER MIN. FRONTAGE 20' 94.84' 94.84' PORTSMOUTH, NH 03801 25001 C0544J DATED 7/1612014 HAS BEEN CONDUCTED AND TO THE BEST OF MIN. LOT WIDTH 125' >125' >125' MY INTERPRETATION, THE ADDITION IS IN FLOOD ZONE X(<500) &AE(EL.12). JOHN L. (ADD.) 540.4'(ADD.) CHLI CHILL JR. MIN. FRONT SETBACK 30' 540.4 PREPARED BY: 7. WETLAND. LINES SHOWN ON THIS PLAN WERE FLAGGED JULY 2014 AND MIN. SIDE SETBACK 15, 20.4' (ADD.) 20.4' (ADD.) 480' MIN. REAR SETBACK 15' N/A N/A JC ENGINEERING, INC. APRIL 2015 (SEE PLAN FOR LOCATIONS). 8T_ MAX. BUILDING HEIGHT 30'* <30' <30' GRAPHIC SCALE 2854 CRANBERRY HIGHWAY 8. PROPERTY IS LOCATED WITH A GROUNDWATER PROTECTION OVERLAY MAX. LOT COVERAGE" 50%*** 23% 23% DISTRICT, WELLHEAD PROTECTION OVERLAY DISTRICT,AND THE ESTUARINE I MIN. NATURAL STATE COVERAGE 30% 71% 71% 20 0 10 20 40 80 EAST WAREHAM, MA 02538 WATERSHEDS. *Or 2 1/2 stories, whichever is lesser. 65 **Lot Coverage includes all buildings and impervious surfaces. 1 E3 IC3 9== SCALE: 1"=20' DATE: APRIL 15, 2016 9. ELEVATIONS BASED ON N.A.V.D. 88 DATUM. BENCHMARK ELEVATION OF ***Maximum Lot Coverage is 50% due to lot being located within the Groundwater Protection Overlay IN FEET 14.05'ESTABLISHED ON TOP OF A CONCRETE BOUND AS SHOWN. District&Wellhead Protection Overlay District (assumes all recharge indisposed of onsite). I inch = 20 ft. JCE#2817 _1_71 III] Project BUILDER - FOUNDATION DESIGN LOADS 237 Sea�►uit Road CONTRACTOR; Note x CDNT. MY OTHERS L.L. (AUTO GARAGE): 65 PSF Residence < I1 K �,dUT�>� IVOID (A8 hlTd . Comb wall is 6 and ledge p 4 CARRARA) TgLiED F31' D.L. (4-1/2" `NON-COMP RADIANT TOPPING): 56 PSF tI Osterville, MA is 6 around the plank floor _D.L. SELFWT. OF 12" H.C: PLK.). 95 PSF � construction € . .. 5„ OLDCASTLE 12808 �� 1 garage __.. . t.. . 4 All pates on this drawing are typical and THICK{ x 2" X CdhjT. 16§&A-rw O O apply equally to all comparable conditions, BRG. STRIP (SUPPLIED E INSTALLED dimensions shall take precedence. 5 . STRI P ( Errors or discrepancies on Sr 1 REII�F, O J FROM T/-W'LL details are to be brought io.be attention of the GSDesign Group Inc.before ,i, i (5r OTHERS) the work or materials have eather been f commenced,and or purchased These NI. SD sidrawings are n Group,Inch&specificallyrof the IC;I,P. P 40. WALI. (BY 10TNERS) site and are not to for the owner of €be due aced or ut at this sed red HIGH PT.OF SLAB In part or whole for any other purpose, project location or owner without the 4/2` COMPRESSIBLE express written consent of the FILLER,'TYP. GSDesign Group,Inc. PLANK DETAIL TYP. N N T OIL TOP OF SLAB vTO C� OL TEgEOE 0 SlyEEI h rEM 13 803 Y ,,, a :t' PITCH SLAB FROM HORSE ' 42' CONC. PLANK �) 12' CONC. PLANK Dwrc T.O.S. h Dsrc T.0s, — TOP of s -- 13.20 p� a �jC 13.20 �� OF wALL p Design Group Inc. TW GS Desl a \\ \ \ 12.49 II D l I a P.O.Sox 1200 215 Onset Ave. Onset,MA 02532 SHELF FOR SHELF FOR Tel 508 .295.2952 HALLOW H4X[W 1&W CORE SLAB ° CORE SLAB 6. 6. 6. _ T.Varnum Phlbrook, P.E. r PHILBROOK. ENGINEERING & CONSTRUCTION =b 107 BEACH STREET WALL SECTION 1 WALL SECTION Z WALL SECTION 3 DENNIS,MA 02638 (50$)385-86$2 05 HORM. BARS m 14. O. Silvia Silvia HIGH PT. OF SLAB LL 4/2' COMPRESSIBLE GARAGE DOOR BEYOND FILLER, TYP. FILL PLANK JOINTS W/ MIN, •4 0©D PSI 1284A Main Street N coeeLE STONE APRON CaRt7U II' (its cusx_ iNwas PE' POOT)., c MATCH HOUSE EXIST'G 11 ��AA �1 G — v TOP OF SLAB v LOPE SLAB /a• eA. 1a' (TYP.} TOP OF SLAB UNTIL THE 45ROUT HAS CURED (BY 05teI`VI��e', 1V11`1 02655 THE RI A%IK SHALL NCT SE WADEty —OTHERS) - 14A 14.40t3 X { IT fi. '• , II f _ v srW Issued For 42' CONC. PLANK MP OF SHEIF' ��• cone PLANK � 4: �( ��.��_I I,C—# ��-III—I 1V C0N . ,PLANK ---- _,,_ 1 €€ - REV. {SSE1E DATE �� .... 13.03 J _, I � ��..�f� � � I�, � �I I,I.�1� liDp OF SNEtF 0 00 I I + 4v CRUSH STONE —I I c ' }} I ►_ PLANK DETAIL TYP. SHELF FOR JI HALLOW ` CORE SLAB 2 —I I WATER PROOF (TYP)-- �. ♦� ALL SECTION WALL SECTION 3 ` ° 1 #6'HORIZ. BARS ® 44' O.C. Cot I3 6 6 '"f T 1lA,F1iM€IJMPHI #S VE'RT. BARS 0 is, O.C. � O MECHANICAL ANIICAL 4.6''CONCRETE FLOOR SLAB W/6%6' WIAXW1.4 WWM OVER 4/2' COMPRESSIBLE INSUL-TARP OVER FILLER, TYP. a NAI MECHANICALLY COMPACTED b d d a GRANULAR FILL, 9' LIFTS, e FNAL W STONE 4.5' CONCRETE FLOOR SLAB m a 7• 42 7' Z6'X6'W4AXW1.4 WWM OVER �}: MSUL-TARP OVER )— t MECHANICALLY COMPACTED ° L1 GRANULAR FILL, T LIFTS, GARAGE DOOR BEYOND J FINAL,6'STONE Ik <t GOBBLE STONE APRON E _ MATCH`HOUSE EXIST'G o J OPE SLAB a 4/8' eA. 12' (TYP.) �� TOP OF SLAB .. d _ TOP OF SUB T TOP OF SLAB — - / / / / L TOP OF SUB -- -- .- r---- — X — A A� 4, 4.8B FOUNDATION �,�\ .. y� _ DETAILS '1 4. — Y WT. OF SUB CRUSH STONE _ 42' =#5's 42• Drawing Title: Q d ,!}:�a .I. �da: - .. a a + 3.02' . {6}- #5 CONT. BARS (TYP.} a d 2'-e' I lu Drawn By. Checked By. STEP FOOTING AS REa D ALIGH W/ EXIST'G HOUSE - a' STEP FOOTING AS RECVM m WALL SECTION 4 2'-6' p p C V tr v,U C 1 d '' A k soul 1 i 6 6 C 1 WALL SECTION 3 - u _ 4 Drawing Number: - 1. "61 File Name: Scale: WALL SECTION 6 WALL SECTION 7 Date: 12/22/15 AS Noted i Project TECHNICAL SPECIFICATIONS:Concrete Foundation P05-45 40'-0' �______------�-__-----__-_ _-_� ______-_ _ ____--- ---__-_-----_-----____--_-- _-- _ -- 237 Sea p u it Road I 2 1.Re-Bar-Grade 60 ASTM A615,clean and free from heavy rust Residence S8'-b° -Minimum bar lap distance:28"for#5 bars,22"for#4 bars OStervl lle, MA 9' 9' -Steel Bar layouts as shown -o' 15'-r '-B' 8'-5• �'-9 -Steel Bar coverages;3"when cast on soil,2"at formwork perimeters Welded Wire Mesh-Grade 60 ASTM A185,clean and free from heavy rust I8 SMART-VENTS IN THIS AREA. -Minimum size 6x6-W2.9x2.9(heavier) NOTES. 6 ' SET WAN 110. OF TOP OF -Provide 2-1/2"rizers for centeringin slab construction g0.1 BASEMENT FLOOR SLAB. ap notes on this drawing are typical and appry equally to all comparable conditions. CENTERED ON WINDOWS SEE dirm or ahepanll epreeedence ELEVATIONS 2.Concrete-Footings-Minimum fc=3,000 PSI Errors or dto be brought on -Exposed Walls-Minimum fc=3,500 PSI de tails we tobroughtto the attention - E d O PI E E E t} f ' me r uGrlcsm shneia�nrots"pbalv�e.ea bean Ei _ I a I -Floor Slabs(exposed,medium wear)-Minimum fc=3,500 PSI, eommeneed,and"I purchased a — — — — — — — — — — -Maximum aggregate size 3/8"-3/4"blend;Type IA 5-7%air entrainment These drawings ara the property ofthe G5Dasign Group,tno.&specifically prepared I I `" Strip walls w/integral pilasters no sooner than 36 hrs forThem�erotgas„ tat>nIssue I E site and are not to be dupgeated or used -Mechanical) vibrate all reinforced footings and piers p pert or whole for owner other purpose, O y g p project location or owner without the express written consent of the 4.5"Concrete Floor Slab w/6 x6'-1.4x1.4 WWF, Set WWF on 3" 1 ( E 1 -Formed in place footers are not allowed.No footers shall be placed GSDesign Group,Inc. �. in water.See Foundation Plan. so.1 concrete bricks spaced 24"o/c EW. Wire secure radiant floor heat ( N 101 1 to WWF 24"o/c EW. Provide floor slab bond breaker. Solid grout I Y -Cut crack control joints no later than 12 hrs after slab placements planks prior to placing bond breaker and floor slab/radiant. e SMART-VENTS IN THIS 3.Foundation Tie-downs-Cast in-place for bolts,Epoxy in-place for pull-downs 1 I BAs MEN 10'T OORTst-AI -Framed Walls 5/8"x 24"A307 Anchor Bolts w/2-1/2"projection @ 32"o/c 1 1 CENTERED ON WINDOW: - p Garage Door Openings to be Simpson HD5A series w/518"dia.Bolts at door ELEVATIONS r E r pilasters 1 4.Fill(Backfill)-To consist of clean,compactable material extending into in-situ siltysand GS Design Group Inc. E E El — -- - subbase.Upon excavation of foundation holes all bases and fills to be mechanically 215 onset Ave. ElBrix 1200 - 200 I�— — — — — — — — I compacted with roller or plate compactors prior to placing board formed P.O.onset,MA 02532 F1 ( 1 footers or floor slab structures.In the absence of special testing fills to be built-up Tel 508.295.2952 1 and compacted in uniform lifts not to exceed 9"measured before compaction. 1 1 I Apply to each layer a minimum of four(4)coverages with either a vibratory or T.Vamum Philbrook,P.E. 1 I 1 1 flat plate compactor.Do not overwork and pump-up water or make quick. pHIL$ROOK t; �� BASEMEN? LEVEL I r`Y so.1_ 5.Foundation design assumes soil is a medium silty-sand.Should very different in-situ ENGINEERING 4.5'CONCRETE FLOOR SLAB I E 1 material be encountered a more detailed analysis will be required. & CONSTRUCTION 1 W/6'X6'W4.4XW4.4 WWM OVER INSUL-TARP OVER MECHANK ALLY I I Design Allowable Bearing=2,500 Ib/sq ft 107 BEACH STREET 1 I COMPACTED GRANULAR FILL,T LIFTS,FINAL 6'STONE 1 This is before depth increase allowances and application of a 1.5 factor of DENN18,MA 02638 safety against settling,sliding and floatation due to flooding action. (508)385-8682 I ° ill M 2'-6 1 I 1 N Silvia & Silvia N a ! 1 ! I LLC 1 I NOTE: GC MAKE PROVISIONS FOR 1 I 1 1284A Main Street ti+S0.1 SEPTIC EJECTION PUMP AND !) I AND SUMP PUMP, VERIFY W/ OWNER . 110 Osterville,MA 02655 5'CONCRETE FLOOR SLAB W/6•X6' I 1 1 NIL VAPOR WWM OVER(2 LAYERS)6 MIL VAPOR BARRIE ROVER OVER 1 MECHANICALLY COMPACTED GRANULAR FILL,9"LIFTS,FINAL 6' STONE I_ 2,_0, 1 Issued For El1 E a REV. ISSUE DATE E El N 11 � .LpI I. ( El° S0.1 5'CONCRETE FLOOR SLAB W/61X6'W4.4XW4.4 WWM rs SU.1 _ I ( OPEN i 1 Oil _ I CI i ( ` 5/8'n24' ANCHOR BOLT T VARNUM 1 ° I MSS t o Rtas r _. ._ EMBEDDED 7' MIN. PROVIDE nN S0,1 I S0.1 SIMPSON BP5/8-3 WASHER. 1 0 [r S0.1 I A S0.1 t�UC fi lr_ 3a-� U� SPACE 40' O.C. 1. E , MECHANICAL ECH A m ro No 30890_ 4.5'C NCRETE FLOOR ON 3 C ( STr,e��f 1 'SfONAt�a CONF RM W/4X4-W2.9XW2.9 WF' I E 1 ( z„°j1, xc.2Clt$ T ( E N o f M E E E ,.E E E E E E fl E E E E. 1 � - - - - - - - - I �T Io FOUNDATION r o° SEE ADJACENT FLOOR NOTE I PLAN so., ' 71 El SU.1 SO.1 1 so.1 � i so.1.1 10-0 o" 39'2" I Drawing Title: Drawn By. Checked By. I 1 I I I I — � - - � somo CONC.SLAB PLAN Drawing Number: 2 '� FOUNDATION PLAN ale Name: Scale: Date: 12/11/15As Noted , rr { 5� 'yobs f w° 1GJ y (—, I � • a fir' �>� �,.:° � i� - - - _ I . a.. .p� aP"' � •. � aY;9 - )"",ka•'t r��`6e is>`.y} Yrc' • LOCUS C n \ / L , {.� _!' : • - - _ _ VI :::,� Y - y 1 _ „rye..15— g IN In _15— ,(.x y � - _ - - `x; '. d. C I 1 a9 I \ ® -NOT SvRVEYED- f• °4 k -®ire•-- ,.::,.�, -. I NO WET I 9 I e �- \ fE!IIA LOCUS PLAN ZQ � i a F� Ox'�e t�s • O F� 00 yr) l \ SCALE. 1 1000 • �' ,,•- o , MAP 95 t —15— TO PARCEL 14-1 A� / )TREE (TYP) \ 40 L011, c Benchmark#1 </ / Top CB/DH tiF / / ' m \;A WET 8 Fc 'Elev. _ 14.05 \ `� v� PROPOSED N.A.V.D. 88 'ACCESS 4- \ \ O \ /' ® EASEMENT ` MAP 95 .� (EASEMENT PLAN 3 PARCEL 15 / / e N TO BE CREATED) ,A -($ —14 ,�. ", \ ' 6$°52,2p W WET 7,000M t PROP.CRUSHED \ i �c w w------w 268 5 1 �/ Oe 'o_ STONE DRIVE <' �TREELINE ` - TRENCH DRAIN \ WET 6 �- '12 v RIM TO BE SET 12x2' ' o W Ft fit EX. 9 BEDROOM SAS ` P a N 6 @ LOW SPOT _ STONE CRUSHEDDRIVEWAYR B x.. e 18 �FtF� o O O O o O O O o ET5 t - ® 11 ec 12x2 x5 X �-,/ M 8 O EDGE OF BORDERINGVEGETATIVE 40 \ WETLAND(FLAGS WET 1,thru WET 14) a' FLOOD ZONE LINE DIVIDING ZONE X WET 4 tFc p < ` v I 1 \ / FLAGGED JULY 2014 \ \�tfi cn ( 500)FROM ZONE A.E (EL.12)BASED �O \ S� c\F O ON ACTUAL ON THE-GROUND FIELD Nr INSTRUMENT SURVEY p, a� ,f RA o o �tFC O £ 1zk6' �� kS �\l F e / ® Sq�F - N E - 1 Vj ,TR,q FVF� v Fte� £ FX o F WET S ec G OSTJ�G a. .� / ; \ q t = — I Z 4— NI PROPOSED GARAGEADDITION 73 2,E .0� z w/2 BEDROOMS AB(�E WET 2 \etFc a r e 12 HDPE/(TYP) ;��,< 1% MIN.SLOPE (FOOTPRINT=2,800;) to cR(/S £ �O , ( ) FFE=14.53'; BFE=4.86'00 \ w to 34 cn \ CL ¢ I WAY EDGE OF BORDERING VEGETATIVE WETLAND LL► H to ! (FLAGS WET 100 thru WET 113) FLAGGED APRIL 2015 ® Cz CO Ct CV f WET 1 � m BAR. ®®M 66 tea =� ` ` I 1 aLL U �. ,�3. F� k .� a I NC ��``� kl ( WE1109 Z �; ac ,�� OR PROP. (3)6' DIA., 1,000 0 O u 'atw FL® ro 1 4 GAL. LEACHING PITS WITH . F-- 8'x33'CRUSHED STONE X X \ ✓ WET 101 _ ✓G M ; ' (FROM TOP OF PIT TO \ BOTTOM OF PIT) WET 108 WET 100 ' � �X X X-••. y,/� � \ PROPOSED. , \ r POOL 3� HAYBALE LINE HOUSE ®/�/ � WET 103 L pP IN, `O CC \ FFER WET 110 WET 107 a \ ors e � ` UN w'RBPO 6 SACT MAP 95 so PARCEL 14 POOL AREA=487 872±S.F. �. WET 105 WET 104 PA7-10 (per assessors , � WET 106 NOTES: /Q - 1. LOCUS IS SHOWN AS PARCEL 14 ON BARNSTABLE ASSESSOR'S MAP 95. WET 111 STA/RS 2. OWNER OF RECORD: �"i.�CA � q�c \ DONALD KOLEMAN, TRUSTEE PROPOSED SITE PLAN OF THE 237 SEAPUIT ROAD REALTY TRUST 40 LONGMEADOW ROAD \ AT PORTSMOUTH, NH 03801 237 SEAPUIT ROAD 3. DEED REFERENCE: LCC#194885 ZONING SCHEDULE \� \ \ WET 112 OSTERVILLE, MA 02655 4. PLAN REFERENCES: ZONING DISTRICT: RF-1 L.C. PLAN 5725-58 SITE IS LOCATED WITHIN THE: L.C. PLAN 5725-Y GROUNDWATER PROTECTION OVERLAY DISTRICT \ PREPARED FOR: L.C. PLAN 26772-V WELLHEAD PROTECTION OVERLAY DISTRICT RESOURCE PROTECTION OVERLAY DISTRICT WET 113 DONALD KOLEMAN, TRUSTEE 5. UTILITIES SHOWN HAVE BEEN LOCATED BY INSTRUMENT SURVEY WHERE — -.X—X—X—X—X X—X-x— 237 SEAPUIT ROAD REALTY TRUST DIGSAFE MARKINGS WERE VISIBLE. REGULATION PROPOSED _X—X X.X X X—X—X---X—X X X X-X-'X x MIN. LOT AREA 87120S.F. 487872±S.F. — .�X—XvX—X XX—X—X—X—yam x—x x 40 LONGMEADOW ROAD 6. A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER ' —X—X X—X X , MIN. FRONTAGE 20' 94.84' PORTSMOUTH, NH 03801 25001C0544J DATED 7/16/2014 HAS BEEN CONDUCTED AND TO THE BEST OF MIN. LOT WIDTH 125' >125 MY INTERPRETATION, THE ADDITION IS IN FLOOD ZONE X(<500) &AE(EL.12). , 7 D c,;ti; P__AH OF Mgss s� ac MIN. FRONT SETBACK 30 540.4 ADD. PREPARED BY:�,• � MIN. SIDE SETBACK 15' 20.4' J0 (ADD.) e 7. WETLAND LINES SHOWN ON THIS PLAN WERE FLAGGED JULY 2014 AND o� L � APRIL 2015 SEE PLAN FOR LOCATIONS MIN. REAR SETBACK 15' N/A J0` 1. CHUR H EJR. JC ENGINEERING INC. ( ) MAX. BUILDING HEIGHT 30'* <30. 'LL I CHU 48U66JR I w MAX. LOT COVERAGE** 50%*** 23�io t� 18 7 2854 CRANBERRY HIGHWAY GRAPHIC SCALE 8. PROPERTY IS LOCATED WITH A GROUNDWATER PROTECTION OVERLAY o o f �j/gno� DISTRICT, WELLHEAD PROTECTION OVERLAY DISTRICT, AND THE ESTUARINE MIN. NATURAL STATE COVERAGE 30% 71 /0 20 0 �0 20 ao so s f l EAST WAREHAM MA 02538 WATERSHEDS. *Or 2 1/2 stories,whichever is lesser. f **Lot Coverage includes all buildings and impervious surfaces. 9. ELEVATIONS BASED ON N.A.V.D. 88 DATUM. BENCHMARK ELEVATION OF ***Maximum Lot Coverage is 50%due to lot being located within the Groundwater Protection Overlay IN FEET SCALE: 1"=20' DATE: AUGUST 3, 2015 14.05' ESTABLISHED ON TOP OF A CONCRETE BOUND AS SHOWN. g g y ( District&Wellhead Protection Overlay District(assumes all recharge is disposed of onsite). i -_inch = 20 ft REV.1: 10-29-15 (add trench drain and more pits)