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Home My WebLink About0064 WARREN STREET (o � �� J �S� V144 Q TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIONTf(,VO��OU Map 3 parcel b 68 "� l v� �� pplication ' Health Division - $ D�t�ls �e Conservation DivisionlXr ! S�ication Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis ✓ - �44 '~ � O i 64 �/��&1 sT Project Street Address Jn Village � g Owner L°,IN-n+I A lom 0 rat-c i !Address Y 463 P-,W�J STAb 1�F- 6 26-S0 Telephone 7 74- SZI- 3ggq -c� Permit Request VF_MO ►- WsE d-e,14*4 d_ONS?aucT /\) k4.V A BIZ 1A6USE_ W / A- Ac.H-kc 2 cPnt &AV2AaF, , tt2ofvT Paec+� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Tota�newWD Zoning District — Flood Plain Groundwater Overlay03 Project Valuation 0 0/0 DO Construction Type ~ v Lot Size 14 Sb(o 5 F Grandfathered: ❑Yes ❑ No If yes, attach sup porting docume-*tion. . © Dwelling Type: Single Family fd Two Family ❑ Multi-Family (# units) rn (� Age of Existing Structure 3 Historic House: ❑Yes O No On Old King's Highway: LI Yes 1211110 t/ )\ Basement Type: mull )0'Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 42-0 Basement Unfinished Area (sq.ft) 20 00 Number of Baths: Full: existing new Half: existing new °L Number of Bedrooms: 4t existing _new I Total Room Count (not including baths): existing new 0 First Floor Room Count J Heat Type and Fuel: 2 Gas ❑ Oil ❑ Electric ❑ Other Central Air: )2fYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 211'No 1. Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size Attachedgarage: ❑ existing knew size_Sqhed: ❑ existing ❑ new size — Other: / Zoning Board of Appeals Authorization X Appeal #62013-066 Recorded ❑ Commercial ❑Yes J No If yes; site plan review # >J� Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - i Name PA✓/D i0f R1?J5 1A-• Telephone Number Address PO 6DY 4-?3 License # 300 13/WAJ57f3LF_ MA 02(o3b Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE /A DATE j` FOR OFFICIAL USE ONLY •APPLICATION# g,r r' `DATE ISSUED MAP/PARCEL NO. �. ADDRESS VILLAGE E OWNER DATE OF INSPECTION: t, ,4smFOUNDATION, FRAME Rs vA,jk��ro INSULATION _1-7 J � . FIREPLACE ELECTRICAL. ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ; FINAL BUILDING r DATE CLOSED OUT ASSOCIATION PLAN NO. TT:e-Commonwealth-of-M-assachusetts— — Department of Industrial Accidents Office of Investigations. 600 Washington Street. Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Apphcant Information Please Print Le 'bl NG/N�' CO Nt/t�TJ`��TSy //tom. Name(Business/Organiza�on/individuan:_ 34�/s/mZZ h&k&,p �3u/C D Address: 1�d ,&oX City/State/Zip: ,SE- .. /�� Phone Are you an employer?Check the.appropriate box: Type of project(required): 1•❑ I am a employer with 4. ❑ I am a general contractor and I employees (full and/or part-time). * have hired the sub-contractors 6..2 New construction 2.❑ I am a sole proprietor or parer- listed on the attached sheet. 7. .❑Remodeling ship and have no.employees. These sub-contractors have g•,2Semolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp. insurance.$ required.] 5•OWe are a corporation and its 10.[1 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 l.❑Plumbing repairs or additions myself. [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 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors'must submit a new•affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration 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 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 WORK 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 Office of Investigations of the DIA for insurance coverage verification. I do hereby certify t ains and penalties of perjury that the information provided above is true and correct, Si ature Date: Phone Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): [6. .Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector Other ontact Person: Phone#: ormafiun.. ird-Instructi fts- - t Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this•statate,.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 I 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 resides therein, or the occupant-of the dwelling house of another who employs 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." MGL chapter 152, §25C(6)also states that"every state or.local licensing agency shall withhold the issuance or renewal of a license or permit to operate a.business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C( )states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract fin'the performance of public work until acceptable evidence of compliance with.the insurance requirements of this chapter have been.presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s).of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required Be.advised that this affidavit may be submitted to 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 permit 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. Self-insured companies should enter their self-insurance'license number on the appropriate line.. City or Town Officials 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 permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A c6py of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each. year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone.and fax number. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washingfion.Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 evised 4-24-07 www.mass.gov/dia . I Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991m)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit: www.Mass.Gov/DPS 1dLOZ/LNZO J8uoissiwwo3 uoltejidx3 `�.►3►,li,Q'^'�.ro o .. J. - 00VL1i dflVZ$I�RIVg lD XOH Od VTITWd V QIAVQ OOEOti0-SJ :asuaol� aosi.uadns uop3wisuoj spiepue;S pue suol;eln6aa Bulppgjo pjeo8 A;a}es ollgnd;o;uawtiedaa-s4asn4oesseW . :Town.:of Barnstable Regulatory Services aCAsa Thomas F.Ge1er,Director. '`• Building'Division , Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA-02601 vrww:town.barnstable.ma.us Office: 508-8624.038 Fax 508-790-6230 Property Owner Must Complete and Sign.This Section If Using A Builder. T+Ijq : P� � ;as Owner of the svb'ect ro l P PAY hereby authorize POV)-6 eAILM U.c- } to act on ray beb4 in aIl matters relative to work authorized by this building pe=ait (Address of Job) Pool fences.and alarms are the responsibility of the.applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. SignAute of Owner Signature of Applicaat' Cyp-m,,,I >AV_ Print Name Print Name Date Q:FoRh0:0V 2 PERMISsroNPoor s 6=2 •Ton of:Barnstable Regnlaoi y Services t f Thomas,F.Geller,Director =65s ,�� Building Division . Tom Perry,.N ildmg CobmAssioner. 200 Main Street, Hyannis,MA 02601 wvPw.town.barnstableam&us ffice: 508-862-4038 \, Fax: 508-790-6230: \� HOMEOWNERLI&EN 3EXEheIYON \ Please Print DATE: \ JOB LOCATION: \ _ numbs - street. village "HOME,OwNW': name \ home phone# work phone# CJR JFNT MAILING ADDRESS: \ city/town \ state .zip code- The current-exemption for"homeowners"was extx n led d to include'owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hue who does not possess a license,provided that the owner acts as supervuo DEFINITION OF.HOMEOVrWER 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 structums accessory to such use and/or farm structures..A person who constructs more than one home in a two-year period'shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a foml acceptable to the Building'Official,that he/she shall be responsible for all such work performed under the buildingpeffiit.-(Section 109.1.1) The undersigned"Homeowner"assumes responsibility for compliance with the Smote Building Code and oth= applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimirrn inspection procedrrres and requirements and that he/she will comply wi said procedures and requirements. Signature of Homeowner Approval of Building Official, Note: Three-fam ly dwellings containing 35,000 cubic feet or larger will be required to c ly with the State Building Code Section 127.0 Construction Control HOMEOWNER'S�MPTIOH The Code'states that "Any homeowner perforaring work for whicb.a building permit is required sball be exempt from a provisions of this.section(Section'109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a persons)for h' to do such work,that sucb Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see App • Q, -Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,parti larly when the homeowner hires unlicensed persons. In this case,our Board cannotproceed against the unlicensed person.as it would with a liven Supervisor. The homeowner acting as Supervisor is ultimately"responsrble 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/certi5cation for'use in your community. Q:fnrms:homeexempt : ,THE 0;6 Application N=bere...-.�.Y ..... 2 .. ...........a......_. .. O ...................... MASL Penit Fee..... 059. TotalFee Paid............................................................... ...... TOWN OF BARNSTABLE Permit Approval by...0.. ............... M... BUILDING PERAUT ..................Parcel........ .............. APPLICATION Section I — Owner's information and Project Location Project Address (0 q WiKk�ia �17 Village �5 reirxVi'uz Owners Name MA- qXNWCF- nJGL, Owners Legal Address City State zip Owners Cell# k 01 E-mail Section 2—Use of Structure I Use Group_ Structure tucture over 35,000 cubic feetaT ❑ Commercial Structare7m t pr,3 5,�00*,Tpd A A OBESingle/Two Family Dwelling AR/VSr,4a Section 3 —Type of Permit EJ New Construction ❑ Move/Relocate E] Accessory Structure [] Change of use ❑ Demo/(entire structure) F1 Finish Basement El Family/Amnesty El Fire Alarm Rebuild El Deck Apartment E] Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation Pool El Insulation Other—Specify F— Section 4 -Work Description SL —PLAN < T-q.qt mdated:2/9201 8 r Application Number....................... 12 Section 5—Detail Cost of Proposed Construction i ) 0 Square Footage of Project Oo FTC' Age of Structure's Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method 0 MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors [] Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal ® On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: TRv c.Wb -'1.'ITt5 I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone,Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed : Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last imdztnd:2/92019 Application Number........................................... Section 9—.Construction Supervisor Name JV y 12( I l,t,- A-L Vey JP,. Telephone Number i:�6 - ��j 71 0 0 Address aM �j FUEPLSAVT ST. CityNL=W State Mp, _Zip 0-L-7 4 S License Number t S- 0_7��-7 7 License Type Ursp,,s-mi gji j xpiration Date 12 /7 A Y Contractors Email �A-iy, CoSy3c ��Y2 e yrlt�bot_S fFw Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachuse State Bolding Code. I understand the construction inspection procedures,specific inspections and . documentation r CMR and the Town of Barnstable.Attach a copy of your license. Signatur& Date Section-10 —Home Improvement Contractor Name A16 ,l/eS j e , �,/ Telephone Number • 'Sd�- 7 —716 0 Address�d NE-r P(�RS4NT ST City /Ir,�U 6C-bFdr_➢ State_ el fit- Tip 621 y S__ Registration Number)61 �121 Expiration Date �121 1 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re ' e y and the Town of Barnstable.Attach a copy of your EUC... Signature Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date YPLIC-A-NT SIGNATURE Signature Date CJ --1� A "7' Print Name Telephone Number Z C7 7/Q(j E-mail permit to: 65113kf aQai T_ "aut_+ AdL5 A 0: S� e� T.,.w.....a..a_a.11 inn ni o .. .. .... ..... _ .. ... ........... ..... ... .... Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval ,L_Section 13 —Owner's Authorization L , 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: (Address of job) Signature of Owner date Print Name Last undated:2192018 /� � '1- y�6- o0`6 �0�� ✓I\ ,7 .� �� 311 inspections will show. From there he can click on the correct orking on with the State. The problem is with the State getting schedule. Nasser is working with people to try and get direct ion at a set interval. —I believe part of the problem is that the is not one comprehensive source. In Connecticut this works sily downloaded. Right now the state is promising a download . next update. I'll keep you posted on this as I hear. est Permit Lookup on the Web., Inspection Screen. f� r / ! ri r 1 _ . "e Town of Barnstable Building a�nxsrABlE Post This Card So.That it is Visible From the.Street-Approved Plans Must be Retained on Job and this Card Must be Kept 1 IPosted Until Final Inspection Has Been Made. C Permit rr' !Where a Certificate`of Occupancy is Required;such Building shall Not be Occupied.until'a Final Inspection has been made. Permit No. B-18-917 Applicant Name: DARTMOUTH POOLS&SPAS Approvals Date Issued: 04/17/2018 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 10/17/2018 Foundation: Location: 64 WARREN STREET,OSTERVILLE Map/Lot_ 139-068 Zoning District: RF-1 Sheathing: Owner on Record: ENGLISH, MARY ANNE Contractor Name- .DARTMOUTH POOLS&SPAS Framing: 1 j Address: 64 WARREN STREET Contractor License: 109821 2 • OSTERVILLE, MA 02655 Est. Project Cost: $30,000.00 Chimney: Description: install 10'x50'vinyl in-ground swimming pool;- Permit Fee: $ 175.00 Insulation: Project Review Req: Zoning requires 4 ft fence around pool] Fee Paid;' $ 175.00 Date: , 4/17/2018 Final: Plumbing/Gas Rough Plumbing: g Buildin Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the.'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: r This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical r The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:! Rough: 1.Foundation or Footing "�f 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Pool equipped with Automatic Safety Cover ASTM F 1346 Barrier exception #2 in Section 305 Please see attached documents o 80 ft.7 in. 16 ft. 10' x 50' 13 ft.6 in. c 0 04 N C w to Leaching Field a- COLO Ui I N z CL, LL O � � z CO 5 Septic Tank----,, 64 Warren St Parcel 68 Dartmouth Pools & Spas Inc. Designed by: 880 Mt. Pleasant St Phone: 508-998-7100 Dan Cosby Designed New Bedford Ma 02745 Fax: 508-998-2307 4/9/2018 for: Maryanne English i OUSAS, D A R T M O U T H making relaxation...affordable! 880 Mt.Pleasant New Bedford,Ma 0274 5 Telephone 508-998-7100 Fax 508-99S-2370 13UILDING DEPT APR 11 2018 Property Owner Affidavit TOWN OF SARNSTABLE Property owner m ust complete and sign this form if using an agent/builder I Y hyfu't:5- G/S as owner of the subject 7 P operty Owner (print) Property a t ! Y y��"--,,5:: '`1 Property Location Hereby authorize Dartmouth Pools and Spas Inc. Agent/Builder/ To act oa my behalf, in all matters concerning to this building permit application. Signature c f owner V, Date i The Conzin.onwealth of Massachusetts IJepar•0 tent of Office of In vestigatiU/csirlertts BOIL p1�G 600 Washington Street APR 1, 1018 Boston., AI"A 02111 W OF wltFzv.nzass.gov1dia T�VIt'I� Workers' Compensation Insurance Affidavit: Bidlders/Contractors/Electriciat ss/Plumb6APet,sTABLe Applicant Wot•niation Please Print Legibly Name(Business/Organizationilndividual): Dartmouth Pools 8, Spas Inc. Address: 880 Mt. Pleasant St City/State/zip: New Bedford Ma,02745 Phol.le T: 508-998-7100 Are you an employer? Check the appropriate bor.: Type of project(required): L N I am a employer with 10 4. ❑ l am a general contractor and I employees(full and/or part-time)_' have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on(lie attached sheet. 7. ❑Remodeling These have ship and have no employees S. El Demolition working for me in any capacity. employees and have workers y Building addition [No workers'comp. insurance comp.insuran.ce.t ❑ g required.) 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 3.❑ I am a homeowner doing all work 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per 1v1GL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no In Ground Pool employees. [No workers' 1.3.®Other — comp.insurance required.) . "Any applicant that checks box ai must also fill out the section below showing their workers'compensation policy infonnatioo. Homeowners who submit this affidavit indicating they are doing all work and then lu.re-outside cotibactors must submit a new affidavit indicating such. Contractors tliat check this box must attached an additional slicer showing the name of the sub-connactnts and state whether or not those entities have employees. If lire sub-contactom,have employees,they mast provide their workers'comp.policy number. I ani an employer that is providing workers'compensation insurance for my.employees. Below is the policy and job site injor,natzon. Firemen's Ins Company of Washington Insurance Company Narne: Policy#or Self-ins.Lit;.#: WPA 0226069-17 Expiration Date: 1/1/19 Job site Address: 64 Warren St. city/State/zip: Osterville Ma 02655 Attach a copy of th.e workers'compensation policy declaration page.(showiug 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 criminal penalties of a fine up to$1,500.00 and/or one-year.imprisozunent,as well as civil penalties in the form of a STOP WORK 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 Office of Investigations of the DIA for ins rance coverage'verifrcation. _ I do herebycer•tif r r ai •andpenalties oj`perjuo:that the ittforznatiottprovided.above is true and correct. nature: i Dater _ Phone#: 508-998-7100 _.....--- — _..... -------- is' Official use onl . ba not turtle in this area Go Ge eaiii Ie--te v. �i._._._.._. __......_ .... _...___...__..................._..___.................. .......... if y , or cow/[o rctal .�.` City or-Town:_ Permit/License#f Issuing Authority(circle one): ._L-Roard o.f.73ealth 2.Bnitdiug,))gl),artmcnfi•_3.Cit /Tor,�n Cleric 4 1ilectr�ic rl.Inspector 5.Plumbing Inspectgr 6.Other Contact Person: Phone ih F t t E F i i DAt POO-01 DCARVALHO ACORN' CERTIFICATE OF LIABILITY INSURAW,. D02105/20Y8 2/05/2018 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 Tt:E ISSUING INSURER(S),AUTHORIZED' REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITION/I_INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may I••r!uire aft endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). License#1780862 1 C NTACT - ---_...._..._... _._.......___...._._._...._...._____....._.___-_._ -� PRODUCER ,NADlane Carvalho HUB international New England i �— --. . -. 1 Pi.Y,� 222 Milliken Boulevard SAIPHOWE C.No,.E-xt): _---. .. -_._...._....._i_IA;C,No):....._.,_........ _......_....................._.._ Fail River,MA 02721 BUILDING L� -t,;AI diane.carvalho«hubinternational.com DEPT. r_ODR SS:--_ �_._.._. ........._..._.__._.__..-____-._._.___.__—.._ J� f. ............._..._.........._.._INSURER(S)AFFORE '1 COVERAGF._._..a.�_._.._ NAIC#- .........................»........_....._...—.._.., ..w..___...._._...._.....,.._......-.__.. .._n....__.__..____.____..............__...... INSURERA Acadia Insura_nce_C(rnpally .._........_ _ ___.-_--.__�31325.._._.._V_ INSURED _ qpK 1 201/� `=.IN SURER B:FIremOtl`S InSUraItCC COml;any of Washin�l......D.C. 217$4 1 ireme _ ........._....._._...Shil....._.____..___..-...__�_________...__. Dartmouth Pools&Spas,Inc. INSURERC: I 880 Mount Pleasant StreefrrOtAs -.._........_.__.... _.-... ......... ............ _.._..... ........ .............................. .... ............. ......_............... _.........._._..__.:.�._.. V INSURER D: New Bedford,MA 02745 O B/"tr 11y�1lyqLC.INSIJRER,E_i_.._.... .._.............._........_..._............_........................................._........__.........._.......... ...� INSURER F COVERAGES _ CERTIFICATE NUMBER: R .VISION NUMBER: -...__.._._....._...............- - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURE 'IAIMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER 1:�:,t',LI LENT WITH OR 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. _.__......_......_....__............_._..__..............__.._..---._......._..__....._..........._. ___ _. 7........_....,.._- ...._..........._...... r--____....,.. ...... INSR i 0.00USUBRI POLICY EFF E POLICY EXP TR; TYPE OF INSURANCEi INSO I WVO` POLICY NUMBER i IMMIDUlYYY i LIMITS sL t !cuurc.�YsJ..t... ....._ A I X i COMMERCIAL GENERAL LIABILITY i €6"C4 C!)CURRENCE 5 1,000,000 (...._...�..-i r.._...'f_.....L.._....1 l •,dAGET_ORENTiOX - .._._t 300,0001 CLAIMS-MADE OCCUR I02606820 01/0112018 $......_.—_....__—_.._...S,000 ----'--1 00000 ',„' ! 'ERSOIJAL&;:DVINJL' S __ _ GEN'LAGGREGATELIMR.APPLIESPER: GFVER!'J_AGGREfAT=jY 5 pp 2,000,000 POLICY' tEG2000,000 i € i LOC ' I i ,'f`)DUCTS-C ?!OP 1GG i S _ _ - 1 i OTHER: I (S A `AUTOMOBILE LIABILITY .':`3INED)IIJGLE LRAIT t:.a:cd pnl..................._...._-_...'_S.., ANY AUTO I ! MAA0226067 01/01/2018 01/0112019 ;,;_�!LYIINJURY _r.p..-.__.._.1._L._.____..____....-_..._........_....--.___. AUTO ONLY i I AUTOS)c0 BODILY INJUr2�Y Fcracdden;:S .1000000 H RRc�� X.I AUTOS OR'LY !'tCPEF2TY DA 1AGE .._-..—..._ :._._.;AM ONLY L ?S .................__ I .... ...1 S .� I UMBRELLA CIAO OCCUR EXCESS LIAO i CLAIMS-MADE: I i I Is ............._............1........._.,_..._._..._....... _._._..-__.,.....i j ___._.._._......-..._.._._.__.__..__...-....._ ....___..._..__...,......_._-_. I AGl>REGi.TE 1 DE ( 1 RETENTIONS ? J S B ,WORKERS COMPENSATION ? ) I I PER I OTH. I )AND ELIPLOYERS'LIABILITY I i -LS.TAT.UIE..i -,,,,[„EL2�.-___.....___..._.._.-.R..,_...___.- �ANV PROPRIETOR/PARiNERtEXECUTIVE lY Nj i !WPA022606920 01101l2018 0110112019[I EACH ACCIDENT i S 500,000 QFFICERIM'M REXCLUDED'+ c.! ! NIA E !__........-c..........________.__..-..__1.____...____..,.._....._.......__...__.._.. j(tAandalorygn�i�i) 500,000 1 i `E L.DISEASE•EA EMPLOYEE S u es.describe under I ....._......._--..... y _._ _.._.,...._...... :DESCRIPTION OF OPFRATiONS belme I E.L.OISEAS[-POLOY LIMIT i 5 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If mom space is mquirc(l) Operations usual to Pool and Spa Construction and installation._ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THE , Town of Osterville ACCORDANCE WITH THE POLICYREOF PROVISIONSCE WILL BE DELIVERED IN AUTHORIZED REPRESENTATIVE L r, ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION, All rights reserved. The ACORD name and logo are registered marks of ACORD i 1. r , .� �� +Ili' �• I , I'll l .+„I� �y r.:1 - I/r.tli., A. f�0•'15Ii!! !IOrI iU petb;.^.' - �2Slrt;;leci Unrestrictecl--udci! c c ny use gro Ip :h:cll contain 1i 13,., cl n '� utJm +.c ; !! .. 1 a. .' ! less Man 35,000 cu !:c i'4ct!991 CLIUic meters)of 1..ice t i ; U! 57 T enclosed space. N'Of2F Y Y,'ALVES,Jrt 1 a silo iaOUNl'PLEA:>C.N'i.ST'!2F_c'T -1ry�9 Failure to possess a current edition of the M;issachusetts State Building Code:is cause for revocation Ofthls,license, DPS Licensing information visit: WWW.MASS.GOV/DPS :a;a:u' • . COntf'nis;s101`er License or rekisiratior,valid fnr individual use univ ` (' i!l'f01'C 111 L•C•\ I 1. 'G l).tllc of( 1s imtll..\li 11 \ purariur:,,1!t,. 1(found return to: HOME IMf'ftOVEMcNTCGr•liR•t..'(Ci2 01'ficr.of t onsumrr y(Tail'$and Business Resulation +` iv If,fart;t'Iaza-c 4k ! Registration Type: ulie i� f3ostun.1IVA 0211( / �'xpirafio 3 >;,201tl i� 1r, rr. DAR111,10UTH POOLS Nf.)(-QY ALVES N[IN EEDFORD. to 0 74.`t.11n - Illlirll;lture. ' ! r • yyU�� j ING i��Wl _!!I E£Y'Ihu�i,+A:criur..., cul:rll:;l...��..ac:i�:�.'. :}i'':Y.�•�n. B �L® }U3.S+8 UG5• 7!;:'.:1 it _e,... r No(ry Alves CBP APR 11 2018 &icninerlU: 343761.6. t_t!. , 1,2;.!.,.:"l.(i:[.3• TOWN O BA�iNS�NS�I COP CERTIFIED RIJIIDIN'.PNORSSIW.-IA1.�, t � GENERAL COMPLIANCE Ipermanent residential spas shall be controlled in accordance 2. Swimming pools with a powered safety cover that with the requirements of APSP 15. complies with ASTM F 1346. 305.2 Outdoor swimming pools and spas. Outdoor pools I SECTION 304 and spas and indoor swimming pools shall be surrounded by FLOOD HAZARD AREAS a barrier that complies with Sections 305.2.1 through 305.7. 304.1 General. The provisions of Section 304 shall control 305.2.1 Barrier height and clearances. Barrier heights the design and construction of pools and spas installed in and clearances shall be in accordance with all of the fol- flood hazard areas. lowing: [BS] 304.2 Determination of impacts based on location. l. The top of the barrier shall be not less than 48 inches Pools and spas located in flood hazard areas indicated within (1219 mm)above grade where measured on the side the International Building Code or the International Residen- of the barrier that faces away from the pool or spa. tial Code shall comply with Section 304.2.1 or 304.2.2. Such height shall exist around the entire perimeter of the barrier and for a distance of 3 feet (914 mm) Exception:Pools and spas located in riveri neflood hazard measured horizontally from the outside of the areas that are outside of designated floodways and pools required barrier. and spas located in flood hazard areas where the source of flooding is tides,storm surges or coastal storms. 2. The vertical clearance between grade and the bottom of the barrier shall not exceed 2 inches (51 mm) for [BS]304.2.1 Pools and spas located in designated flood- grade surfaces that are not solid, such as grass or ways. Where pools and spas are located in designated gravel, where measured on the side of the barrier floodways, documentation shall be submitted to the code that faces away from the pool or spa. official that demonstrates that the construction of the pools and spas will not increase the design flood elevation at any 3. The vertical clearance between a surface below the point within the jurisdiction. barrier to a solid surface, such as concrete,,and the [BS] 304.2.2 Pools and spas located where floodways bottom of the required barrier shall not exceed 4inches (102 mm) where measured on the side of the have not been designated. Where pools and spas are required barrier that faces away from the pool or located where design flood elevations are specified but floodways have not been designated, the applicant shall spa. provide a floodway analysis that demonstrates that the 4. Where the top of the pool or spa structure is above I proposed pool or spa and any associated grading and fill- grade, the barrier shall be installed on grade or shall ing, will not increase the design flood elevation more than be mounted on top of the pool or spa structure. 1 foot(305 mm)at any point within the jurisdiction. Where the barrier is mounted on the top of the pool CBS] 304.3 Pools and spas in coastal high-hazard areas. or spa, the vertical clearance between the top of thepool or spa and the bottom of the barrier shall not Pools and spas installed in coastal hazard areas shall be exceed 4 inches(102 otto designed and constructed in accordance with ASCE 24. [BS] 304.4 Protection of equipment. Equipment shall be 305.2.2 Openings. Openings in the barrier shall not allow elevated to or above the design flood elevation or be passage of a 4-inch-diameter(102 mm)sphere. anchored to prevent flotation and protected to prevent water 305.2.3 Solid barrier surfaces. Solid barriers that do not from entering or accumulating within the components during have openings shall not contain indentations or protrusions conditions of flooding. that form handholds and footholds,except for normal con- 304.5 GFCI protection. Electrical equipment installed struction tolerances and tooled masonry joints. below the design flood elevation shall be supplied by branch 305.2.4 Mesh fence as a barrier.Mesh fences, other than circuits that have ground-fault circuit interrupter protection chain link fences in accordance with Section 305.2.7,shall for personnel. be installed in accordance with the manufacturer's instruc- tions and shall comply with the following: SECTION 305 1. The bottom of the mesh fence shall be not more than BARRIER REQUIREMENTS 1 inch (25 mm) above the deck or installed surface or grade. 305.1 General. The provisions of this section shall apply to 2, The maximum vertical clearance from the bottom of the design of barriers for pools and spas. These design con- the mesh fence and the solid surface shall not permit trols are intended to provide protection against the potential the fence to be lifted more than 4 inches (102 mm)drowning and near drowning by restricting access to such from.grade or decking. pools or spas.These requirements provide an integrated level of protection against potential drowning through the use of 3. The fence shall be designed and constructed so that physical barriers and warning devices. it does not allow passage of a 4-inch (102 mm) Exceptions: sphere under any mesh panel. The maximum verti- cal clearance from the bottom of the mesh fence and 1. Spas and hot tubs with a lockable safety cover that the solid surface shall not be more than 4 inches complies with ASTM F 1346. (102 mm)from grade or decking. 14 2015 INTERNATIONAL SWIMMING POOL AND SPA CODE TM r BUILDING DEPT. CiVERSTAK' ' APR 112018 TOWN OF BARNSTABLE -f-Coyer.star-Automatic`C UL/ASTM standard`F 1346=9s1 All Coverstar cover systems including the Eclipse(CS 1800 SS),CS 1800 (CS 1800),Leading Edge (CS 1800 LE),CS 1800 SwimWise(CS 1800 SW),Omega(CS 1800),CS3000 (CS 1800)are UL listed (UL certification listing is shown in parenthesis). All meet the ASTM standard for safety covers as specified in ASTM standard F 1346-91 when they are installed and maintained properly according to the installation and homeowner instructions which have been provided by Coverstar. On several different occasions,the Coverstar covers,both automatic and manual have been tested by independent testing laboratories and have always been found to be in compliance with all the ASTM requirements for safety covers. Our covers are also listed by UL(File E164833)and classified by UL as a power safety cover in accordance with ASTM F 1346-91 If you wish to verify either of the UL certifications,take the following steps: Go to www.ul.coni Once there click on Search UL.com Click on Online Certifications Directory. Under General Search click on UL File Number Type in E164833 and hit enter You should now see Coverstar's listings. If you have problems,you can also search by company or by Automatic Pool Covers If more information is required about ASTM and its standards,you can go to their website at www.astm.org. Shown below is the UL authorized label that is attached to the automatic cover system that we ship which shows both UL certification and compliance with ASTM F 1346-91.,A label is also placed on the front of every cover stating that we meet the ASTM safety standards. m ... x " ., a� : 8 COVERSTAR,LLC .1795 West 200 North, Lindon,UT 840421 Phone 800-617-7283 Fax 801-373-5095 www.coverstar.com k. t 4r r S .. _ �. .. RESIDENTIAL SWIMMING POOL BARRIER REQUIREMENTS t' �_ 1 Safety Cover/Alarms-Dwelling Exits shall have one of the following: 1.Safety cover in compliance with ASTM F1346 <t or j � 2.Alarms which sound continuously for a minimum of 30 • ��`„�-,,..ter," ;;�.5,, , . •• • '_ �... � ,,,,,� _ _ ,• seconds.Alarm deactivation switch for single entry must not last more than 15 seconds and must be>=54"(4'6")above Y threshold of door. Minimum Fence Height 48"(4')measured on side 1 opposite pool Gate/Latch-Gate shall open away from pool and be self - - r closing and self latching.Release Mechanism of latch shall — - be>=54"(4'6")from bottom of gate.If R.M.<54"(4'6") _ + must be located on pool side of gate>=3"from top of gate and have no opening in gate>.5"within 18"of R.M. ' ' ♦ ♦ e ♦♦ _o_ ♦ o Y ♦ ♦ ♦♦ Rule 1-Horizontal Members spaced<45"(3'9") Vertical �, .� •� Y, , J o ♦♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦ ♦� �� , Members shall not exceed 1.75" •�•• •• •• � ••� •• f,! � � o o e a o o .♦� ♦♦ ♦♦ I♦ ♦ •' ♦ � � Rule 2-Horizontal Members spaced 45"(3'9")Vertical • ••. •. • ••• ••♦ °f . ... • ••� •• r; � a •♦ � ♦ ♦ ♦ ♦ ♦ � ♦ ♦ ♦ ♦ � Members shall not exceed 4" _ �� ` •♦• °♦ ♦• •♦ ^♦• ♦•♦ •♦ �♦ • ♦� ♦♦ ♦♦ �♦ Chain Link-Maximum mesh size shall be<= 1.75" � ..:-a � � „4., squares r Lattice Fence-Maximum opening formed by �� s - .0 r •' A'stY , ; dimensional members<=1.75" 2"Maximum Vertical n Clearance measured on opposite pool side 4 �''- �:-.yam.--�- -� .. _��'"�C.•L,� 1S s �,,o F d, ,¢=� - - � - - . ._ .. - le • � �� #� x ' ,PIAL 41cir laPP 1 1� • s r y. - Y _. - - JJ J • 4L'•l.�E. �� r•:>ar .{�:qil �:',r L r •. •c yr � G r , ♦ ''� Sal � + �, Qld ❑ _ qk•d r c•t h i ti 1� 54,�•y� ,,,... 7,��•�Fr�+.�.l�G.r..r f� �• + i A ,yr + �i^ ,N h .- i ��.. � '� Y�`. 1� .:• i Si; � �'{t 1 r�.y�^t� �l r+f �, - � r kk. � V r:' �ti,- ��. D� �,�� fr'r�Y° �7 srq` a S4� rrr�••.0�� ,. � d• `,1 `^ •n, i I�r• .. c. �,A J t ��. i� '\� YI�•'j`t i�],;6`!.#'q? .•(.. +(i ,) ; •(, 'n. rJn n.� C,M {. ♦ t.,�. � � ( yv - t "„S•,' y m r h rl '+ -�. •,� f �• -v d b cl •d - .�' ♦y ` Ultra-Reliable Latching System. The Life Saver Self-Closing gate uses only the most proven latch and hinge system.The Magna-Latch has been tested to more than 400,000 cycles. MAGNA-LATCH gate latches are magnetically triggered safety devices that have revolutionized the safety, reliability and child-resistance of swimming pool,childcare and household gates. The unique operating principle is brilliantly simple. As the gate swings shut, a powerful 'permanent' magnet draws a latch bolt from one housing into the other, latching it r securely. No amount of shaking, pushing or pulling can disengage the latch. The concept is so advanced it boasts international awards for design excellence. The latch has been designed to meet strict international safety codes, including all codes relating to swimming pool gate safety. The dangerous problem of a gate"resting on the latching mechanism", appearing to be latched, is eliminated when using MAGNA-LATCH. The quiet and reliable latching action means MAGNA-LATCH incurs no mechanical resistance to closure, and so suffers none of the sticking,jamming and sagging problems associated with 'mechanical' gate latches. Tru-Close Hinges PATFlllfD -MtV 1W.VVC WISIott ��,, Quality TRU-CLOSE gate hinges are the latest MUM iFNT: Ll;rurw,0 I,taemd technology in adjustable, self-closing gate hinges °s for swimming pools, households and other safety gate applications. :I These strong, revolutionary hinges are injection-molded from a special blend of glass-fiber reinforced polymers, which means they never rust, bind, wear, sag or stain. The superior strength and rust-free performance of TRU-CLOSE means the hinges offer double the life expectancy of any comparable product. The internal torsion spring is made of high-grade stainless steel to ensure smooth, powerful closure and long life, even in the harshest seaside or and environments. The patented, spring-loaded adjustor within most TRU-CLOSE hinges allows instant, incremental tension adjustment using only a screwdriver. Quick and easy! This clever adjustment feature TRU-CLOSE hinges have been independently tested to comply with a range of international safety standards, especially those relating to pool fences and gates. The hinges are designed to outperform all comparable gate closing devices. They are the only safety hinges offering a lifetime warranty against rust or corrosion PG DAPT-2 Manual 122208:Layout 1 5/14/09 12:42 PM Page 1 — I L 5. LOW BATTERY FUNCTIONPOOL SAFETY TIPS 6. INSTALLATIONOF OPTIONAL SCREEN 1••'KITDOOR • . R ALARM R When the 9-voff battery is low,the door alarm horn will chirp once every •Supervise children at all times. CONNECTING DOOR ALARM TO SENSOR SWITCHES 10 seconds-4his means it is time to install a new battery,Battery life is -Never permit swimming alone.Never leave a child alone,even READTHE DOOR ALARM MANUAL FOR INSTALLATIONONONE DOOR FIRST. Installation approximately 1 year.Test your door alarm weekly by opening the door t0 answer the telephone. THE SENSOR WIRES ARE PERMANENTLY CONNECTED TO THE DOOR and allowing the alarm sound. -Always remove the entire solar cover from a pool before ALARM.CONNECT BOTH SENSOR WIRES COMING FROM THE DOOR ALARM MODEL DAPT-2 g TO THE SENSOR SWITCH ON THE DOOR FRAME.THEN USE THE SUPPLIED SIGNALING swimming. JUMPER WIRES TO CONNECT TO THE SCREEN DOOR SENSOR SWITCH MEETS UL 2017 O •Remember that alcohol and Water safely do not ml%. (SEE DIAGRAM.BELOW).THE TWO SENSORS SHOULD BE HOOKED UP IN WARRANTY • r REPAIRS Heave your pool area fenced and the gale locked to prevent PARELLEL WrrK EACH OTHER. 'o ` (51i,urel unauthorized entry to the pool,and install a gate alarm. •THE PLASTIC COVERS ON THE SENSOR SWITCHES S SENSOR POOLGUARD is sold with a limited warranty to Cover detects in parts •Lock and secure all doors In the house which permit easy MAGNET MUST BE REMOVED BEFORE INSTALLATION and workmanship for one year from date of purchase.(Retain proof of access to the pool,and Install a door alarm. •SWITCHES GO ON THE FRAME BY THE DOOR LISTED purchase). If POOlguard exhibits a defect,please call our Customer •Have a responsible adult leach swimming and water safety to •MAGNETS GO ON THE DOOR ITSELF-SEE PICTURE IN MANUAL 'Service department at 1.8D0-242-7163.Unauthorized returns will not be your children. EQUIPMENT NEEDED accepted.Proper repair is only ensured when the unit is returned to the •Maintain clean,clear water In the pool. A.ONE DOOR ALARM AND 2 MOUNTING SCREWS 1•-�manufacturer. Visit our website at www.poolguard.com to fill out your •DO not swim during electrical storms. B.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET AND 4 SCREWSwarranty registration information. •Do not permit bottles, glass, or sharp objects to be used FOR DOORFRAME It DOOR around the ool. C.ONE SET O,SENSOR SWITCH AND SENSOR MAGNET,JUMPER WIRES,P AND 4 SCREWSAsk your pool dealer how you can Improve your pool safety—they will be glad to assist you. -FOR SCREEN DOOR FRAME AND SCREEN DOORff YOU HAVE ANY QUESTONS CALL US AT tA110-242.7167•Above all: remember that common sense, awareness, and MAIN DOOR SCREEN DOORcaution will allow you to enjoy your pool. DOOR ALARM s ti 0 Ci 0 ii The horn is 8SdB at 10 feet PEIM INDUSTRIES,INC. f IMPORTANT P.O.Bo%668 G C LED ® PASSTHRU NORTH VERNON,IN 47265 Oo1gu�r/.j14 W iu • SWITCH . • THOROUGHLY BEFORE 812m46-2648 P O H O '.r i—l91 � ® The product has been designed a aid in the detection of unwanted poolguardo PBM INDUSTRIES,INC. JUMPER., HORN intrusions into unsupervised areas. POOLGUARD DAPT-2 IS A I www.poolguard.com WIRES SAFETY ALARM SYSTEM AND NOT A LIFE SAVING DEVICE. It MADE IN THE USA should be used in conjunction with the safety equipment currently in use � ~ REV.5.09 Figure 5 SENSING and should not affect existing safety procedures. WIRES l 71 -�- 1 f NE �t Town of Barnstable Building Department - 200 Main Street '• � Hyannis, MA 02601 MASS 0:15 (508) 862-4038 Certificate of Occupancy Application Number: 201308204 CO Number: 20140085 9 Parcel ID: 139068 CO Issue Date: 07/03/14 Location: 64 WARREN STREET Zoning Classification: RESIDENCE F-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: OSTERVILLE Gen Contractor: PARRELLA, DAVID Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: G Building Department Signature Date Signed TOWN OF BARNSTABLE Building 201308204Permit* BARNSTABLE, Issue Date: 11/19/13 9 MASS. �Ar16 339. at Applicant: PARRELLA,DAVID Permit Number: B 20132933 Proposed Use: SINGLE FAMILY HOME Expiration Date: 05/19/14 Location 64 WARREN STREET Zoning District RF-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 139068 Permit Fee$ 2,014.50 Contractor PARRELLA,DAVID Village OSTERVILLE App Fee$ 100.00 License Num 169331 Est Construction Cost$ 395,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD HOUE AFTER TEARDOWN WITH ATTACHED 2 CAR GA GETHIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FIELD,MARILYN,PR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 45 ABIGAIL ADAMS CIRCLE INSPECTION HAS BEEN MADE. WEYMOUTH,MA 02191 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY, 6-NCROACHMENTS ON PUBLIC PROPERTY,NO 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 MAYBE 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 FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: I.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). VISIBLEPOST THIS CARD SO THAT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 �S�,SDN�s C��llalJ,► 1 / 1 ��/c5 � aG 2 �Pytp '047.4 I a4 J y 2 2 gyp 3 /Vf 5L) q G --1 1 Heating Inspection Approvals Engineering Dept � I H I* —.0/117- I -�- 14 PR- i=ep 2 Board of Health Commonwealth of Massachusetts Sheet-Metal Permit Map \3 \ Parcel Lot X-PRESS PE��QMIT 6 Date: APR - 1 2014 Permit# Estimated Job Cost: $ a S i 0000 00 Permit Fee: $ Plans Submitted: YES NO TOWN OF'ARN'TVaan' Reviewed: YES NO Business License# Applicant License# lk 7' 17 Business Information: Property Owner/Job Location Information: Name: ra (5 rOSo 74/c Name: PQ � r e Uq Street: I ID r era l3 NO PC) #S Street: 69 W q r r e -n st City/Town: �-��d"7�'1'1 t'S� /11l Oa(�QI City/Town: 05 t e r L/i P� Telephone: -7 7 0-/-L130 7- 170 5 I Telephon . 50 9 �b - d 5 Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff Initial J-1 /�11- nrestricted 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 X Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional Other Square Footage: under 10,'000 sq. ft. x over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed.: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: �-Y)s -t« `Pc�U kvoac uyrts T" scrv ,' ce F;rs Secm-n <) floor �Ni 6h gas heat a -n d C� SURANCE COVERAGE: ave a current.liabili insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Ye�No' ❑ ,ou have checked Yes, indicate the.type of coverage by checking the appropriate box below: iability insurance policy Other type of indemnity ❑ Bond ❑ JNER'S INSURANCE WAIVER: 1 am aware that the licensee does not have the insurance coverage required by Chapter 112 of the ssachusetts 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 / checking this boxE], I hereby certify that all of the details.and information I have submitted(or entered)regarding this application are true and urate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be ompliance 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 t Final Inspection Date Comments Type of License: Master ❑ Master-Restricted Town ❑Journeyperson Signature of Licensee lit U . ❑Joumeyperson-Restricted I � , License Number: Check at www.mass,g Ovid pl ector Signature of Permit Approval 'A The Commonwealth of Massachusetts Department of Industrial Accidents Of lce of Investigations '600 Washington Street, _ Boston,MA 02111 www.mass.gu0Ua Workers' Compensation Iusurnnce Affidavit: Btmffders/Contractors/Electricians/Plumbers Applicant Information Please Print LetsiblY Name(Business/Organizat mV1zdivi&4:. (� Y a a Q 1-m S. Ne Address: 1 I0 r e Pd tS Hill . .64 V NI ? S City/State/Zip: blyq-n'j- (S -/"yT ©d b(DI Phone.#: 4d'j- Q CAS/ Are you an employer? Check the appropriate bow Type of project(regnireo) 1X am a employer with 4. ❑ I am a general contractor and I * have hired f e sub-co„tractore 6. �`tew construction . . employees(full and/or part-t�el. - _ 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet, 7. ❑Remodeling ship and have no employees These sub-contracton have S. ❑Demolition working forme in:any capazity. employees.and have workers' 9 ❑ addition [No workers' comp.insurance comp..insormce,# reed] 5..❑'We area corporation and its 10.❑-Electrical repairs or additions officers have exercised their 3.❑ I am a homeowner doing all work 11.❑Plumbing repairs or additions niysel£ [No workers' com*P. right of exemption per MGL 12.❑goof repairs insurance requffed.]t c. 152, §1(4), and we have no employees. [No workers' 13•❑ Other comp.insurance regmred_] *Any applicant ffiat cheeks box#1 must also BE ort ffic section below showing their wmi='compeasatim policy information. t Homeowners who suhadt ibis afn-davit indicating 9zey arc doing all work and f=hire outside contractors must submit a new affidavit indicating such. $font actors that check this box must attached an additional sheet showing the name of ffie sub-contractors and state whcfi=or not those entities have employees. If the sub-contmetms have employees,ffiey mustpcvvidc their workers'comp,policy nmmber- I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 1 V r V L V C( Policy#or Self-ins.Lic. 010 Expiration Date: Job Site Address: IN r r n 5 c yista zip: Qy ery I I ,/L4 Attach a copy of the workers' compensation policy declaration page-(showing the policy number and expiration date). Failure,to.secure coverage as requiredunder Section25A ofMGL c, 152 can lead to the impositim of gal penalties of*a fins up to$1,500.00 and/or one-year impriso—ent,as well as civil penalties in the form of a STOP WORK ORDER and a free of up to$250.00 a day against the violator. Be advised that a copy of ties staternerit may be forwarded to tim Office of Investigations of the DIA for insurance coverage verification. I do hereby certify der sand penalties of perjury that the information provided T a is true and correct Si.�afure: . Datr,: /� _ Phone# Official use only. Do not write in this area, tb be comrpleted by city or town official City or Town: PermitUcense# Issuing Authority(circle one): .1.Bbard of Health 2.Building Department 3,City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: r �IHEToren of Barnstable Regulatory Services f r RARNFTARfF i MAN Thomas F.Geiler,Director 0.39. 1� 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 as Owner of the to subject l P PAY hereby authorize 1'.? Q a 5 to act on my b ehal� � in all taatters relative to work authorized by this building permit 6 4 tAJ rtP_-� (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not-to be flled.before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. S w tare of Owner Signa.tute of Applicant Print Name Print Name Date Q:F0RMS:0WNERPERMMSI0NP00LS v � 'THE 'own. of Barnstable Regulatory Services �xivsrwsr s, Thomas F.Geiler,Director y NAB& 1639' Building Division prfD MA'1� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: A JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town/town , t3' state. zip code i 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 "homeowner"shall submit to the Building Official on a form acceptable to the Biiildingbfficial,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) i The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner i i Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions, of this section(Section 109.1.1 -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 Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as 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 fomm/certification for use in your community. Q:forms:homeexempt 03/11/2014 11:03 5087710663 SCHLEGEL_INSURANCE PAGE 02/02 . DATE""DOy"n CERTIFICATE OF LIABILITY INS URANGE 03/11/2014 THIS RTI CERTIFICATE Es I$ I'S NOT UED ASATIVEI,YT OR NEGATIVELY AMEND, EXTEND CORFEALTERS R TWIEHTCOVER GES UPON T AFFORDED HE cERTIF C BY HATE HQEATE LI pOLIC ER.R. IS BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE OERTIFICATiw HOLDER. �UBRQOthe Oterms and conditions of the te Oloer is an P policy, certain pouD policies may-INrequire an e endolrsement.mASstatemet be nt on�%hisf C(rtlficetto Adoes not confer rig�(of the CerBHcate holder In lieu of such endorsement(a). JAMES R RINDMAN PROOLICER NAME: - •—•• 508-7?1-0663 PNONE Schlegel & Schlegel Insurance Brokers Inc At No Ertl; 509-771-8381 -n tAfc,No1• - 34 MAIN STR£>rT ADDRESS; sCOLEGELINSUMCCeMMIL.COM — INSURaRfe)ppPORDING COVERADE NAIC u 14788 bleat Yarmouth, MA 02673 �^ iN9"EaA:T7Cd1 I�I3IIRAZTCE CO1p11_NX _ INSURED INSURERS.P, �— BRAGA BROS INC IN3tWRC:LIB)cRTY MUTUAL - 2 Moontwood Rd INSURER D. INevaea e: — Marstons >K,i11a, MA 02648 INSURER P: COVERAGES CERTIFICATE NUMBER' RE'U1510N NUMBER: ED NAMED FQR JHI� IS INDICATED. CERTIFY TRAT NOTWITHSTANDING THEANY LREQUh EMFNT,U TERM OR CONDITION OF E ANY E CONTRACT T ORTMIOTHERURDOCUMENT NnThl'ERESPECTiETD O THIGH E MS, CERTIFICATE T BE ISSUED DR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBFO HIcREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCF,D BY PAID CLAIMS. LlhttTe LTRR TYPE OF IN'URANCE 1,.,A PDUCY WMeER (MNR)O YVYYI IMM1VDwM'Yl ji GENERAL LIADIUTY 1HP03439T 62/17/201402/17/2015 EACHOCO U S 2,000,ODO — pILEMISE3(FAooaur(eM9) S 500,000 - COMMERCIALGENERALLIABILIT 10 000 MAD EXP(Any ono person) �_ 4 CLAIMS-MAOE GD OCCUR 2,000,000 _ Pa��+AL 6 ADV INJURY $ G_ENERALAGCRFOATE F 4,O00,0W —• —�— PRODUCTS.00,WIOPAGG S 4,000 000 GCM.A.GGREGATF.LIMIT APPLIES PER: L POLICY PA � U IC — p4574174 02/24/201402124/2015 (IaAAea,ecet) s g AuroMDDn.a LIABILITYepDII,Y IN.IuRY(per pomon) 3 100,000 ANY AUTO EODILY INJURY(par ACCldord) 3 300,000 Al,t.olh'NED X B0 EOULED war S 100,000 AVTOB AUTO- (�draorinanl�� ' NON-awnED = HIRED ALTOS ALIT 9 I:ACHOCCURRENCE S UMERr1lLAUAB OCCUR " AGGREGATE S FXCE39 WAS CIAIMSdA'()E —' DED RFTENTtON $ IW ul C LVORKER3 COMPENSATION ~— WC2-313-976462-01.0 03/04/201 03/04/2014 X TORY UMITe. ER AND EMPLOYM'UABILITY YIN 03/04/201403/04/2015 E.L.EACH ACCIDENT S 100,000 ANY PRO PRIETO,=UPAPTNERr:XECVTIVE CI 700,000NfAPLOEE OPIGLRDEweEAEXCLUO=D9 G.L. MY (Mhnduory In NMI It yoo,Eee¢nhn under E.L DIREASE•POLICY LIMIT E 506,000 DESCRIPTION OF OPERATIONS WOW DEWUPTION OF OPERATION 1 LOCAT!"I VEHICLES Wtach ACORD/nt,AddltbMl Rnmar$m khmhft,It MCA WC o q rptptlrltdl i THE W0RRER3 C0HpENSATxON pQL;ECY DOXS NOT FROVIDA COVg>RAGE FOR ALEX MRAGA CERTIFICATE HOLDER CANCELLATION TOWN OF )3AMSTABLE SHOUI,O ANY OF THE ABOVE DESCRI82D POLICIES OF CANCELLED BEFORE BUILDING DEPARTMENT THE EXPIRATION PATE THPaGOP, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PR)VISION9. 200 MAIN STREET HYANNIS MA 02601 AUTHORIZED REPRESENT r FAX # 1-508-957-2960 m 1988-2 0 ACORD CORPORATION. All tights reserved ACORD 25(2010105) The.ACORD name and logo are registered marks UfA RO 4 COMMONWE;ALTH OF MASSACHUSETTS BOARD OF PLUMBERS, A`ND GASF I TTERS ISSUES THE FOLLOWING LICENS RE 'lSTERED AS A PLUMB:ING_ COR .. � ALEX iB BRAGA BRAGA BROS I'NC � 2 MOUNTW00'D J MAR.STONS MI LLS....MA 02648 3 .1> '::::<:' :.:` a5/o:<. >><6<..:>::<::»:: 2021 14 COMMONWEALTH OF MASSACHUSETTS DIVISION OF PROFESSIONAL UCENSURE.—BOARD;OF' --� L N �•-, ram; �,,:: SHEET METAL WORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO: t 1 u nti ALEX B BRAGA � 5 2 MOUNTWOOD RD ii—n 7W r,•ts"Z t` � W�` � p�- J`,,# MARSTONS MILLS MA 02648-2111 NN �t y 6717 08/28/14 227270 • COMMONWEALTH OF MASSACHUSETTS PLUMBERS AND GASFITTERS LICENSED AS A MASTER PLUMBER ; ISSUES THE ABOVE LICENSE TO: FLEX B BRAGA 2. MOUNTWOOD RD ;cn MARSTONS MILLS MA 02648-2111 15668 05/01/14 159310 .. i Fold,Then Detach Along All Perfo rations v�COMMONWEALTH OF MASSACHUSE. • .:,BOARQO SHEETS. o ISSUESJ�E FOLLOWING A BUS:;L.yESS BRAGA k c ;BRAGA BROS f t�[C 2 MOUNTWOOD�"RD �s:: ...02648 137918 MI L MAR`STONS ,L,;.,; " MTAR One NSTAR Way t-3o ` � EL EC TR/C Westwood,Massachusetts 02090 O GA S October 3, 2013 Cynthia Parrella r0TC /« PO Box 483 Barnstable, MA 02630 By RE: 64 Warren Ave. Osterville Dear Cynthia Parrella: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of October 3, 2013, the electric service to 64 Warren Avenue, Osterville, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, Mary Blundell New Customer Connects i CENTERVILLE-OSTERVII"LLE-MARSTONS MILLS WATER DEPARTMENT PO Box 369-1138 MAIN STREET OSTERVILLE,MA 02655 WWW.COMMWATER.COM OFFICE OF BOARD OF WATER COMMISSIONERS WATER SUPERINTENDENT �� Tel 508-428-6691 Fx 508-428-3508 i� LS , WATER DE PT.sy SEP 51 Via.hand delivery D. Perralla By / September 5, 2013 Town of Barnstable Building Department 367 Main Street Hyannis, Ma 02601 Re: 64 Warren St. Osterville Dear Mr. Perry: Please find this letter as notice of termination of the water service to the above residence. The owner plans to rebuild and service will be restored at the appropriate time. Should you have any questions please call. Sincer ly, Craig . Crocker Supe"lntendent Cc: national rod �I September 12, 2013 !+ S E P 1� )� Attn: David Parrella t# !gY Re: 64 Warren St., Osterville, MA. This letter is to notify you that the gas service to 64 Warren St., Osterville, MA. has been cut and capped on 09/11/2013. F�egards, I Diane Camara US National Grid Gas Customer Fulfillment � r �E � U � � Memo AUG►�� 23 � L ey 7b. Whom it may concern Hain: Paul Lanahan cc Data 8/23/2013 Rer Drop removal To whom it may concern, The Comcast lines have been disconnected from the pole to the house at 64 Warren St in the town of Barnstable MA on 08/23/2012.Any further questions, please feel free to call Paul Lanahan Technical Operations Supervisor 10 Old Townhouse Road S.Yarmouth,MA 02664 Office:508-760-3400 ext 33020 1 JOB 72) dA TAYLOR DESIGN ASSOC., INC. SHEET NO. OF -� P.O. Box 1313 _ �-Q5 Forestdale, MA ()9644 CALCULATED BY- �'-r T JDATJ CHECKED BY T T ,SCALE c p 6fV0�/�`C10� A.rNQ_ _ fib Qt n._s3lL.�b��'SFT-t�. S'r t 3vtc.'pcw�T C,9pz= ,. 7LT�o. _.._ tz ©. KV C-cS 7 ZL• 8..ws F. N cr.r ro.rwcO rL6+0. L,cv.M_rs aviL_ t-.L C.v .c R. YE .�, = .300©.915k.% A r. Zea.flaX3 'D-C 0-0 c.-r v.t�•a,.c._ S�r arc.c. -.3 _; 1%,lt mac-, a Z©k k_ /a.�.)G6k� �.c-`t*S� 3"he ` �� E t,�,..cam . DC- we F._ .. ... IN-Y LS A:a- �SIaK 3u t _ .3ZapsL� S; . 2 x.t o .. t_.;F-.c-r _ - art:,- e JOBZi; L- -C> TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Forestdale, MA n2644 CALCULATED BY- ? ( DATE �©�Z4 17�k Q CHECKED BY DATE Ar JiC)3 144 T-&W-L/'LAwSCALE IJ 6-7 �17 14v _ .C7V µ4x. 1p lz 7/m 5L�- e _ 3$ _ ., e ?s s( VIM--r1 ss1 . - r- - z - L ic.. . 9.4 A(381- r JOB y� • �� TAYLOR DESIGN ASSOC., INC. SHEET NO. ,�3 OF S P.O. Box 1313 02 Forestdale, MA 02644 CALCULATED BY- 7T� DATE CHECKED BY DATE &ALE w=_C4 + 0 •p c NC- Z_5. � o F_ 3 x ,<<4 t,.vc� s r S_ � . 10 c z k 3© 6 �- Cz� = t.z.Z �_4 c, 240 34c _ t3.. E. • ► ...� `� • TAYLOR DESIGN ASSOC., INC. JOB P.O. Box 1313 SHEET NO. � OF _ Forestdale, MA 02644 CALCULATED BY_Gr 7 DATE CHECKED BY DATE T. -r6A- & t- SCALE c 3� z ... .. . ...... ...... . ..... . .. ... . . .. .. L'F_. Co L7 51ps. l 3 c.v = /7, (?."a 47tc) .. ... . ..... ...... ........... Lw t,.._ - Pam. 7 g Lk - -t o co.7: o Gi _ L Coo+co�... = 4 V JOB • , • v D TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY G r DATE La &A rkL`- CHECKED BY DATE SCALE LIP let �o nn �ou..,oA-T► �Zl. J�4145_Q > .h .48'�� C4-SPcf� �[.Zo 18t ,:Ga V f , 2009 IECC Energy Efficiency Certificate Insulation . Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.34 Door 0.34 CoolingHeating & Heating System: /6 2 Cooling System:Water Heater: 111"1147V Name: Date: 3-- 1-3 Commerr s BARNSTABLE HARBOR BUILDERS P 0 Box 483 BARNSTABLE, MA 02630 i REScheck Software Version 4.5.0 Compliance Certificate i Project NEW CONSTRUCTION Energy Code: 2009 1ECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,763 ft2 Glazing Area 18%, Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 64 WARREN STREET BARNSTABLE HARBOR BUILDERS OSTERVILLE, MA r .� .. Compliance: 1.6%Better Than Code Maximum UA: 559 Your UA: 550 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 rosS Area Glazing Cavity Cont. Assembly or R-Value R-Value . .. UA Perimeter. U-Fact TOTAL CEILING: Flat Ceiling or Scissor Truss 2,763 38.0 0.0 0.030 83 TOTAL WALLS:Wood Frame, 16"o.c. 3,441 21.0 0.0 0.057 159 TOTAL WINDOWS: Metal Frame with Thermal Break:Double Pane with Low-E 408 0.340 139 Door 1:Solid 42 0.280 12 Door 2:Glass 194 0.340 66 TOTAL FLOOR:All-Wood joist/Truss:Over Unconditioned Space 2,763 30.0 0.0 0.033 91 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in RESche Vers' n 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. N m -Title /t Signature Date BARNSTABLE HARBOR BUILDERS P 0 Box 483 BARNSTABLE, MA 02630 Project Title: NEW CONSTRUCTION Report date: 11/05/1 Data filename: CAUsers\Fine Line Design\Documents\REScheck\PARRELLA-WARREN ST.rck Pagel of 8 r REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 2.0% 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 d Plans Verified Field Verifie # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 Construction drawings and ❑Complies [PR1]1 documentation demonstrate []Does Not energy code compliance for the building envelope. ❑Not Observable ❑Not Applicable 103.2. Construction drawings and ❑Complies 403.7 documentation demonstrate ❑Does Not [PR3]1 energy code compliance for ® lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not 10) on loads per ACCA Manual J or other approved methods. Cooling: Cooling: []Not Observable Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NEW CONSTRUCTION Report date: 11/05/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\PARRELLA-WARREN ST.rck Page 2 of 8 w i [20091ECC Foundation Inspection Complies?,: Comments/Assumptions 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation []Does Not ,J and extends a minimum of 6 in.below Not Observable grade. ❑Not Applicable 403.8 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not v ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) I' Project Title: NEW CONSTRUCTION Report date: 11/05/1 i� Data filename: CAUsers\Fine Line Design\Documents\REScheck\PARRELLA-WARREN ST,rck 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, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 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 402.3.5 Sunrooms enclosing conditioned U U ❑Complies [FR8]1 space have a maximum ❑Does Not fenestration U-factor of 0.50 in Climate Zones 4-8. New glazing ❑Not Observable separating the sunroom from ❑Not Applicable conditioned space must meet code requirements. 402.3.5 Sunrooms enclosing conditioned U- U- ❑Complies [FR9]1 space have a maximum skylight []Does Not U-factor of 0.75 in Climate Zones ❑ 4-8 Not Observable ❑Not Applicable 402.4.4 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not 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. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not 0 and labeled to indicate:52.0 cfm 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 4) in unconditioned spaces or outside the building envelope are ❑Not Observable insulated to>_R-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not building cavities used as return ducts are sealed. [-]Not Observable ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. ❑Does Not U IE]Not Observable ❑Not Applicable 4%3 AC piping conveying fluids R- R ❑Complies [FRI abovHVe 105°F or chilled fluids ❑Does Not below 55 9F are insulated to zR- 3 ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies [FR18]2 pipes are insulated to R-2. ❑Does Not OJ ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW CONSTRUCTION Report date: 11/05/1 a Data filename: C:\Users\Fine Line Design\Documents\REScheck\PARRELLA-WARREN ST.rck Page 4 of 8 i Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are i ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: z 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NEW CONSTRUCTION Report date: 11/05/1 i Data.filename: C:\Users\Fine Line Design\Documents\REScheck\PARRELLA-WARREN ST.rck Page 5 of 8 ' 1 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 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, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.5, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.E [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions,and []Does Not [IN2]1 in substantial contact with the a underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.4, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.5 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass []Not Observable requirement applies. ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R- ❑Complies [IN8]1 minimum R-value of R-13.New []Does Not walls separating the sunroom from conditioned space must ❑Not Observable meet code requirements. ❑Not Applicable 303.2 Sunroom wall insulation installed []Complies [IN9]1 per manufacturer's Instructions. ❑Does Not Q ❑Not Observable ❑Not Applicable 402.2.11 Sunroom ceiling minimum R- R- ❑Complies [IN10]1 insulation R-value of R-19 in ❑Does Not Climate Zones 1-4,and R-24 in Climate Zones 5-8. ❑Not Observable ❑Not Applicable 303.2 Sunroom ceiling insulation is ❑Complies [IN11]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NEW CONSTRUCTION Report date: 11/05/1 Data filename: CAUsers\Fine Line Des ign\Documents\REScheck\PARRELLA-WARREN ST.rck 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.Where R- R- ❑Complies See the Envelope Assemblies 402.2.1, :>R-30 is required,R-30 can be ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2 :,used if insulation is not ❑ Steel ❑ Steel ❑Not Observable [Fill' :compressed at eaves. R-30 may 'be used for 500 ft2 or 20% ❑Not Applicable (whichever is less)where sufficient space is not available. 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI21' Blown insulation marked every 300 ft2. []Not Observable ❑Not Applicable 402.2.3 Attic access hatch and door R- R- ❑Complies [FI3]' insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.2, Building envelope tightness ACH 50 = ACH 50 = ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI171' of<7 ACH at 50 Pa.This i� requirement may instead be met []Not Observable via visual inspection,in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies (FI8]2 gasketed doors and outdoor ❑Does Not combustion air. 'Q ❑Not Observable ❑Not Applicable 403.2.2 Post construction duct tightness cfm cfm ❑Complies [FI4]' test result of s8 cfm to outdoors, ❑Does Not or:512 cfm across systems.Or, rough-in test result of<_6 cfm ❑Not Observable across systems or<_4 cfm ❑Not Applicable without air handler. Rough-in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats ❑Complies (FI9]2 installed on forced air furnaces. ❑Does Not 10 ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not J []Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not 0 accessible manual controls. ❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on t ❑Complies (FI12]3 heaters for swimming pools. ❑Does Not 19 ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies [FI19]3 and pumps are present. ❑Does Not -Q) ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW CONSTRUCTION Report date: 11/05/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\PARRELLA-WARREN ST.rck Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.9.3 Heated swimming pools have a ❑Complies [FI20]3 cover.Covers on pools heated ❑Does Not over 90°F are insulated to R-12. []Not Observable ❑Not Applicable 404.1 50%of lamps in permanent ❑Complies [1`I611 fixtures are high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies (FI7]2 ❑Does Not 9J ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI1813 mechanical and water heating ❑Does Not Ql equipment have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 fHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW CONSTRUCTION Report date: 11/05/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\PARRELLA-WARREN ST.rck Page 8 of 8 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone. Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 64 WARREN ST. OSTERVILLE, MA Q Check BARNSTABLE HARBOR BUILDERS Compliance 1.1 SCOPE P 0 Box 483 Wind Speed(3-sec.gust).............................BARNSTABLE,.MA 02630 ..........................110 mph Q ....................... ............. ....................... p WindExposure Category...............................................................................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story).......2 stories s 2 stories Q RoofPitch ..........................................................................(Fig 2) ..................................................10 5 12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................18 ft :5 33' Q Building Width,W ..........................:....................................(Fig 3).................................................. 60 ft 5 80' Q BuildingLength,L ..............................................................(Fig 3)...................................................66 ft :5 80' Q Building Aspect Ratio(LAN) ...............................................(Fig 4)................................................1.25 5 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)..................................................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. N/A ConcreteMasonry.................................................................... ................................................................ N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)................................................... 32 in. N/A Bolt Spacing from endfjoint of plate ............................(Fig 5).........................................12 in.5 6"—12" N/A Bolt Embedment—concrete.........................................(Fig 5)..................................................7 in.a 7" N/A Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>15" N/A PlateWasher...............................................................(Fig 5)...............................................a 3"x 3"x'/4" N/A 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)...........................................—9'-0"_ft:5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..................................I.... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................._ft s d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft 5 d N/A FloorBracing at Endwalls...................................................(Fig 9).................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..........................7'-8"ft 5 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5)..............................12 ft 5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)............................................—ft 5 d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 6 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11)............................................. ft aW/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft a 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.511' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.511' Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................6 ft 0 in._<12' Q Sill Plate Spans...........................................................(Table 9).................................._ft_in.512" N/A Full Height Studs(no.of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<_6'8" Q Sheathing Type..............................................(note 4).........................................................WSP [� Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................52% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Openingz.....................................................................8'-2"5 6'8" Q SheathingType..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11) ...........................36% Q • ........................................................5%Additional Sheathing for Wall with Opening>6'8 Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft s smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176Of Shear...............................................(Table 12)................................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)................................T= plf N/A Gable Rake Outlooker.........................................(Figure 20).............. ft s smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.............................................:..(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Q Roof Sheathing Thickness..........................................................................................5/8 in.z 7/16"WSP Q Roof Sheathing Fastening............................................(Table 2).........................:.................................8d 0 64 WARREN ST. OSTERVILLE, MA[MEETS THE CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. . 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment a. AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7ao CMR 5301.2.1.1)1 "WHEN THE;EDGE RESTS ON FRAMM UIE W MUS ATB'u.c _ --..-..fl__--T---- -— 11 11 11 1/ Y 1./ 11 11 •1 11 11 1 t I 11 11 I /1 11 11 I t N l 11 it a 1 I F i� Ir a 1 Q 11 it � 1 Ip 1 1 f 1 CL 1� I1 ll Q �l 11 1 � Ir LL Ill �i i J 11 u F W ii 11 g t 11 Il O 1 1 d 11 I r (u 1 Q 11 71 1 II 11 1 n 11 1 u 11 u II 11 111 1 �4OUBLE EDGE } PANES d � v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachmeni AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 , Q + , �j�O d ,la �G� ` _ s•a+�. STAGGERED NAIL PATTERN PANEL PANE!EDGE +' DOUBLE NAIL EDGE SPAUNG DETAL Detail Vertical and Notizontal Nailing for Panel Attachment if Il°w�� The Town of Barnstable BARE.MASS. Department of Health Safety and Environmental Services 16}9• �0 prED MAC a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice i Type of Inspection Sf� ��/ Location Aa ,�Lt/teaY� / S�' Ob 7 Permit Number / Q Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: �/9 /1•1vcJ �cy� Cdoivs�-r�G�Grio,J /�s�iL��y6 �a�- A T el /,2 0��c�� s�7- -7� D° 7Z� y�✓ . Two S� �i�� - • z 0) ao r'(-� fz- /�_ cz'/�Da"rs Please call: 508-862-4038 for re-inspection. 3.?j0 Inspected by Date o-0 9,6 l i fi ..� Town of .� Regulata - � t 1t1 RIVCLY R„'! K Thomas F. Ge' Building 1 Thomas Perry,.CBO, B 200 Main Street, HY www.town.ba . Office:••50M62-4038 PLEASE FORWARD THE A' TO: ATTN: I> OaA-!-- FAX NO:, 7 Sag v X Lf C-7 x � 0 Offim:-SO846z-4039 'VLLASB FORWARD T� -7 b 9 M Io FRok P I P6 DATE: .. (WCLODING Coves r,. S Bk 27691 P926953365 09-16-2013 8 . 12= 47m 1011N OF BAMSTABI.f MASSACHUSETTS STATE EXCISE TAX 2013 NOV -7 P,1i Z: 53. � ©ate��: 09-16-2013Y8SEG 12i47PM OF DEEDS Ctl': 798 Doc": 53365 Fee: $1401.38 Cons: $439.000.00 Diviszof, �m-- BARNSBARNSTABLE COUNTY EXCISE DEEDS Date: 09-16-2013 a 12:47pm Ctl': 798 Doc': 53365 Fee: $1Y185,30 Cons: 8439.000.00 QUITCLAIM DEED 1, Marilyn O. Field, individually, of Weymouth,Norfolk County,Massachusetts, for consideration of FOUR HUNDRED AND THIRTY-NINE THOUSAND DOLLARS AND NO/ paid, grant to Cynthia H. Parrella, individually,with a mailing address of PO Box 483, Barnstable, MA 02630, n with quitclaim covenants, �o N O a certain parcel of land,together with the buildings thereon, shown as Lots 1 and 2 in Block 5 on a plan entitled "Diagram or Plan of Land at Wianno Beach Belonging to the Estate of George Lovell situated near the Cotochesset House, Osterville, Mass."Drawn by Bearse & Hodges, April 1891, as amended and recorded in Barnstable County Registry of Deeds in Plan Book 4, Page 33 and bounded and described as follows: O NORTHERLY by Lots 10 and 11 on said plan, one hundred fifty (150) feet; EASTERLY by a way as shown on said plan, one hundred (100)feet; SOUTHERLY by a way as shown on said plan, one hundred fifty(150)feet; and WESTERLY by Lot 3 on said plan, one hundred (100) feet. Cd Be all said measurements more or less. Said premises are conveyed together with a right of way for all purposes over Third Avenue Qto and from the granted premises and West Street and Warren Avenue,public ways. Said premises are conveyed subject to the Building and Zoning Laws of the Town of oBarnstable and to an easement in favor of Cape&Vineyard Electric Company dated June 12, a 1946, recorded in Barnstable Deeds in Book 972, Page 152. For title see deed recorded in Barnstable County Registry of Deeds in Book 27028,Page 34 from Marilyn O. Field as both Executrix under the Will of Olive F. Field, see Norfolk County Probate Court Docket No. 04P2704EP; and as Personal Representative of the Estate of Theodore C. Field, see Barnstable County Probate Court Docket No. BA12PI 114EA; to f r Marilyn O. Field, as devisee under the Will of Olive F. Field and as sole heir of the estate of Theodore C. Field. Witness my hand and seal this�day of , 2013. Marilyn .Field, individually COMMONWEALTH OF MASSACHUSETTS County: n - ; ss. On this 16�` day of lr , 2013, before me, the undersigned notary public, personally appeared Marilyn O. Field,Zersonally known to me or proved to me through satisfactory evidence of identification, which was to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Notary Public N y:v= My commission expires: • `i,�= MARY A. FOWLER RICE Notary Public "!" `still," Commonwealth of Massachusetts 2245679.1 My Commission Expires December 22, 2017 BARNSTABLE REGISTRY OF DEEDS Bk 2 r—s$19 P915 64-225 11-13-2013 01 11 = 38cx " £ WIj OF DAR14STASI.E Town of Barnstable Zoning Board of Appeals Z�13 tigV 13 P1 12' 17 Decision and Notice Special Permit 2013-066 - Parrella § 240-91(H)(3)(a) —Demolition & Rebuilding on Nonconforming Lots Tod oli h•&rebuild a single-family residential dwelling within the required front yard setback v 1 �Co Summary: Granted with Conditions c� Petitioner. Cynthia H. Parrella Property Address: 64 Warren Street, Osterville N �a ,•�i Assessor's Map/Parcel: 139/068 '' Zoning: Residence RF-1 District -0 , Hearing Date: October 9,2013 .. Recording.Information: Deed: Book 27691 Page 269 Plan: Book 4 Page 33 (Block 5, Lots 1-2) Background In Appeal 2013-066,the Petitioner sought to demolish two existing structures and rebuild a new 4,296 sq.ft,four bedroom single-family dwelling with a two-car attached garage. The new dwelling was proposed 15 feet from the property line along Warren Street. Section 240-91(H)(3)(a) requires a special permit for rebuilt dwellings that do not comply with current setback requirements, but have an equal or greater setback than the existing building. The subject property is improved with an 842 gross sq.ft,two bedroom, single- family dwelling built in 1930 and a larger outbuilding, identified as a detached garage/shed. Both structures have existing setback non-conformities. The garage/shed is located six feet from the property line abutting Warren Street. The dwelling is located 4.1 feet from the northern property line. The survey plan submitted by the Applicant showed a path running diagonal ly.across the subject lot. The new dwelling was proposed to be constructed over the path. The path appears to be a discontinued wood road, as shown on a plan recorded in 1964. The plan discontinued the Town's rights and interest in the wood road. Title for the property also referenced a 1946 Cape &Vineyard Electric easement. According to the Applicant,the easement contains utilities including overhead electric wires (NSTAR), a COMM water line, and cable (Verizon) lines. The Petitioner proposed to relocate and upgrade the utilities running diagonally through the lot by establishing a 10'x 130' NS.TAR easement running along the northern property line and a 10' x 100' Centerville-Osterville-Marstons Mills easement running along the western property line. According to the Applicant's statement,these utilities serve the existing dwelling on the property, along with surrounding homes. Procedural &Hearing Summary Special Permit No. 2013-066 to allow demolition and rebuilding within the required front yard setback was filed at the Town Clerk's office and Growth Management Department on September 13, 2013. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The Applicant submitted a signed P&S, but indicated they had since taken title to,the property. The hearing was opened on October 9, 2013 at which time the Board found to grant the Special Permit subject to conditions. Board Members deciding Rodotakis,William H. Newton, George T. Zevitas and this appeal were Chair Craig G. Larson,Alex M. David A. Hirsch. Attorney Phillip Boudreau represented the Petitioners before the Board. David and Cynthia Parrella were also present. Attorney Boudreau presented the request to the Board. He discussed the existing pathway and presented a letter from a title attorney to Board discussing rights Trade the ut li iese Attorney reviewed the easement on the property and the plans to relocate it and upg Boudreau discussed the ongoing process with NSTAR to release and rerecord easements. He stated his clients would like to move forward with the project with the release pending. Attorney Boudreau addressed the preexisting nonconformity of the garage/barn structure. The Board and the Applicant reviewed the proposed conditions and addressed total gross square footage and setbacks of mechanical equipment. �D 'Town of Bams+able Zor;ng Board of Appeals—Decision and Notice Special Permit No.2013-066—Parrella �. In response to request for public comment, Mr.MA, expressed conrcernhabolisha Harris Family, LP with ut he size and massing of property located at 51 East Avenue, Osterville, MA, Pfloor area ratio complies the proposed house. He believes that even though iuHe would like to see a smal err structure. ordinance, it does not fit in with the scale of the neighborhood. The Applicant indicated the new structure would be an improvement over what exists and would be a benefit to the neighborhood. Findings of Factthe At the hearing on October 9, 2013,the Board unanimously Parreldla to deomolish two structures and rebuild lloing findings of fact for Appeal 2013-066,•a request for a special permit filed by Cynthia a dwelling within the front yard setback at 64 Warren Street, Osterville: and 1. Cynthia H. Parrella has petitioned for a Special Permr garage/shed, both preexisting nonconforming structures, and ro existing dwelling rebuild demolish four bedroom, single familydetached dwelling with an attached two car garage on a nonconforming lot. 2. The subject property is located at 64 Warren Street, Osterville, MA as shown on Assessor's Map 139 as Parcel 068. It is in the Residence F-1 Zoning District. 3. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-91(H)(3)(a) allows for the complete demolition and rebuilding of a residence on a nonconforming lot provided that the setbacks of the new dwe n the prling ar equal to or opertyes set back 6f feet from thereater than setback of the existing dwelling. An existing structure o property line along Warren Street. The proposed plotsetback. willh e a 15 feet front yard setback from Warren Street,where the RF-1 District requires a 30 foot4. Title for the property references a 1946 Cape Vineyard vemeadctric electric wrent. According to the ires (NSTAR), a COMM water Petitioner,the easement contains utilities including rade the utilities line, and cable(Verizon) lines. The Petitioner is proposing to relocate and upg running diagonally through the lot. 5. Site Plan Review is not required for single-family residential dwellings. 6. After an evaluation of all the evidence presented, the proposal p etnmentfulfilto the public good or thels the-spirit and intent of Zoning Ordinance and would not represent a s with the changing character of the neighborhood affected. The character of the house is in keeping neighborhood and development occurring on Cape Cod. 7. The dwelling is proposed in compliance with all other setback k requirements emcoveragef the RF-1 whichever heverDis greater. 8. The proposed lot coverage shall not exceed 20 or the existing lotThe proposed lot coverage, inclusive of porches and decks, is 19.9%. rs floorarea in 9. The floor area ratio shall not exceed 0.30 orthThe roposedFAR is ratio of the structure 28.9%, exclusive of unen closed demolished and rebuilt,whichever is greater. P porches. 10. The building height, in feet, shall not exceed s 25'2"feet to the highest plate,0 feet to the highest plate and shall contain no more than 2 'h stories. The proposed height r 11. The setbacks of the proposed dwelling are equatoogreater dwell ng stirs he keep ng withthe chars cer of setbacks of the existing dwelling. A reduced front yard setback for the proposed the neighborhood. The vote to accept the findings was: kis William H. Newton, Brian Florence, David A. Hirsh AYE: Craig G. Larson, Alex M. Rodola NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No.2013- 066 subject to the following conditions: 2 c Town of Bart'stable Vning Board of Appeals—Decision and Notice Special Permit No.2013-066—Parrella 1. Special Permit 2013-066 is granted to Cynthia Parrella for the demolition of an existing dwelling and garage/barn outbuilding and rebuilding of a 4,296 square foot dwelling at 64 Warren Street in Osterville. 2 nstructed in substantial The dwelling shall be co conformance with the site plan entitled "Plot Plan for 64 Warren Street" dated September 12, 2013; drawn and stamped by Michael Borselli of Falmouth Engineering and the floor plans entitled "Warren Street, Osterville", dated September 11, 2013, drawn by Barnstable Harbor Builders, sheets A3 and A4. 3. The lot coverage of the dwelling shall not exceed 20 percent of the lot area and the floor area ratio shall not exceed 30 percent. 4. Prior to issuance of a certificate of occupancy,a certified as-built plan prepared by an independent party shall be submitted to the Building Commissioner to confirm that the lot coverage and floor area ratio of the dwelling conforms to the ordinance and the conditions of this decision. 5 The applicant shall submit recorded copies of the new easements in which utilities are to be relocated to the Zoning Board of Appeals Office and to the Building Division file. Prior to issuance of a building permit,the applicant shall demonstrate to the Building Commissioner that the subject property, and any other adjacent properties affected by the utility relocation,will be adequately served by the necessary utilities. 6. All exterior mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be screened from neighboring homes and the public right-of-way. 7. The redevelopment shall be in full compliance with all state and local Board of Health regulations for on-site septic disposal without variance or waivers from any state or local requirement. 8. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Craig G. Larson, Alex M. Rodolakis William H. Newton, Brian Florence, David A. Hirsh NAY: None Ordered Special Permit No. 2013-066 to demolish two structures and rebuild a dwelling within the front yard setback at 64 Warren Street, Osterville has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within tw_enty_(20) days after the date of the filing of this decision, a copy of which must be filed in the_.offi-c6 of the Barnstable Tbw Clerk. Date Signed Cr ig-G.Larson, Chair I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that Ait-rtX4 twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision a; at.no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this— —day of �� nder the paii4'.Rn •� �ury Yr. � . Ann Quirk,To n Ciefc ;,`�,i••: ,r®�'cly P`' q••� v .40 FORM 153 The Commonwealth of Massachusetts lit? Use;on, J Department of Industrial Accidents S�� j, Office of Investigations-Dept. 153 600 Washington Street—7th Floor,Boston,Massachusetts 02111 http://www.mass gov/dia "V YLv r Itat11 i Inv t./ WOalD,il.;irr > AFFIDAVIT OF EXEMPTION FOR CERTAIN CORPORATE —" tNrs OFFICERS OR DIRECT-FRS Chapter 169 of the Acts of 2002 amended M.G.L.c. 152, §1(4) by adding the following paragraph. "This chapter shall be elective for an officer or director of a corporation who owns at least 25 percent of the issued and outstanding stock of the corporation.Notwithstanding section 46,these provisions shall apply only if the corporate officer provides the commissioner of industrial accidents with a written waiver of his rights under this chapter. Said commissioner shall promulgate regulations to carry out the purpose of this paragraph. Violations of this paragraph shall subject the corporation to the penalties set --�----forth-ira��i��.��• — -...��:,� . _ _.;.sue•=_�--- - Pursuant to M.G.L.c. 152, §1(4)as amended, Me the undersigned officers of: Le= GiN i0 CQ�Sve.Ti!-�T5 At, 0-8a,Y 9S o (Name or eorparaeoa and Addrss0 fyg s each holding at least 25/o of the issued and outstanding stock in said corporation, do hereby invoke the right to be exempt from the provisions of M.G.L. c. 152, §25A and.therefore are not required to carry a workers' compensation policy covering the undersigned corporate of icer(s)or director(s). I/We the undersigned do also waive any and all rights to make claims for benefits as defined in M.G.L.c. 152 for any injuries that may be sustained while in the employ of the above-named corporation. Further, I/we the undersigned do understand that,should the above-named corporation hire or have in its employ any employee(s) in addition to the undersigned corporate officer(s)or director(s),said corporation is required to obtain workers' compensation coverage for the employees)as prescribed by M.G.L.c. 152, §25A. I/We the undersigned have read and understand the statements and obligations as delineated above and 1/we have checked the appropriate box below my/our name(s) indicating my/our desire to be exempt or not to be exempt from the provisions-of M.G.L. c. 152. Sig u the pains and penalties of perjury: lift✓/D 7� f�kAac - �/ S Z.S� 20!/ Si Print Name&Title� Date(mm/dd/y)yy)'1 wish to exercise my right of exemption or 1 wish NOT to exercise my right of exemption - — — Signature Print Name&Tide Date(mm/d�yyy)o 1 wish to exercise my right of exemption or 1 wish NOT to exercise my right of exemption ._ m Signature Print Name&Tide DateEl 1 wish to exercise my right of exemption or I%ish NOT to exercise my right of exemption inn A M Signature Print Name&Title Date 1 wish to exercise my right of exemption or Q 1 wish NOT to exercise my right of exemption -- J Notr.{),(,t,EUGIBLE CORPORATE OFFICERS MUST SIGN.THERE CAN BE NO MORE THAN.t SIGNATURES.IniVuedons on back Form 1S3.10-2&02 Home Energy Raters LLc BTorrey @EnergyCodeHelp.com Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test Address 64 Warren Street Osterville, MA 02655 Date June 19, 2014 Contractor Braga Bros. Test Type Post Construction Leakage to Outside Includes Air Handler/Furnace Conditioned floor area = 3350 Sq FT. (Area Served/Two Systems) To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM < 268 CFM (3350/100 x8 =268) Duct leakage tested = 227 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Test Mode - Pressurization Test Pressure = - 25.0 Pascals Equipment - Series B Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area = 6.78% Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC '4..-r......... `� O O C'Y^.�7 _ .. _.__ �i` �_ .� `�y` • ! � 1 ` ^Qj� f;� } � • 1 � � � � (`yf:._ �_ _ � 1 �. 1`... - � �.�ti. �f � _ i:: _r.. r ,�r --.. -_ _ -� - . /r u: -�- _ - - i y. /� 'J."n _ '9i s s� ws., !.s `, �_ 77 �� ,� _ G, ;' hr 7 I Y y i �r � 4 �3 f • r �•i r s�4` fnW o i t j P hh� w � M'4 a'X ar4 w4 T4 vat cm Wto 0 °°m MASTER A' BEDROOM T GREAT ti d � ROOM - - - ch O I 00 r+Ast� P 4 --� 9 T I I I -- I I I on I I I I I t 9 ff �OWNS WBRARY N:Q L i 4 -_ APPR II•IATE r ORIENTATION 4 V I , 4 + a � 4 O+ + O+ O+ FIRST FLOOR PLAN BNEET eels vv.+o w ^ 4'4 JOB' 1304 DRAWN BT. KW DATE' MI/13 Barnstable Harbor Builders TRANSMITTAL COMPANY: Town of Barnstable DATE: 04/23/14 ATTN: Paul Roma FROM: David Parrella FAX#: Email BHVI@Comcast.net PHONE #: (508)$62-4038 PHONE#: 774 521-3899 Reply ASAP Please Review For Your Info. X Re: 64�:Warrem,,Street�Osterville:.1 Lot Coverage & Floor Area ratio Paul Please see the attached certified plan showing the Lot Coverage at 19.8% which is less than the statute of 20% and the Floor Area ratio of 24.1% which is let than the statute of 30%. If you have any additional questions and or comments please call me or email. Thank you, David Parrella PO Box 483,Barnstable,Massachusetts 02630 (774)521-3899 BHVI@comcast.net Q o ZE .a 1 CD NJ ,= M N N � � rn &� Town. of Barnstable 20 1'31 AUG z` PM3:48 Growth Management Department Barnstable Historical Commission BARNSTABLE TOI,'N CLERK www.town.bamstable.ma.usmistoricalcommission NOTICE OF INTENT TO DEMOLISH OR MOVE A HISTORIC BUILDING Date of Application 911 Z/!3 Building Address: (0 4 W1f7e2,61v ST (CO 72;i "4E Number Street /' �/S MYW7U,F, M 0 Z 6 S� Assessor's Map# 13� Assessor's Parcel# 06 8 Village /.�W W ZIP Property Owner. �L • /4/�L� �� 74- S2 Name Phone# Property Owner Mailing Address (if different than building address) d /OD Aar 483 414/1Aj157AL6GAF 4263 Property Owner e-mail address: '6/� �� Co in CsFsT+ /J tT Contractor/Agent &11-9A i77t25z,6 11VA12-,ft e_ /9uIc,bE&_S Contractor/Agent Mailing Address: f o kSDX 463 •137q.,e/1S7 w&6 /1)'A oz630 Contractor/Agent Contact Name and Phone#: ✓� P�}2iZ.�GGQ 1 7L Name Phone# r Contractor/Agent Contact e-mail address: d yL, CD rx C.4 STD /7 c7— Existing Building Material: lvD0 Ij t•�'/iyrl,E C'o�5%1A -p l/Iz% 1126d Type of New Construction Proposed: Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance with Article 1, § 112 Year built: 30 Additions Year Built: (,Nei✓Own/ /l/O Is the Building listed on the National Register of Historic Places or is the building located in a National Register District? No 19 Yes 0 Is the Building associated with one or more historic persons or events, or with the broad architectural, cultural, political, economic or social history of the Town or the Commonwealth? _ A/0 _ Is the Building historically or architecturally important in terms of period, style, method of building construction, or association with a famous architect or builder either by itself or in the context of a group of buildings? December 2011 ,�0A f/ . i s '�E CARBON MONOXIDE ALARMS PARCEL 70 PARCEL 69 m MUST BE INSTALLED PER , PROJECT N/F N/F D MASSACHUSETfS BUILDING CODE MARILYN C. WILBURN & BRUCE S. &KATHERINE D. (� LOCATION PHILIP L CHASE MD, ET ALS TR. �'� �Y4YRA]rFJ JYY/M MMO,ox/.if . �NsiWC LOCUS SVnt 1uu SB/DII NOT TO SCALE E FOUND FW xBD'14Y14• FOUND A- vOR. n m, 6 cdvn'm\ ^'ODE®. omtmn+ sMx' DE00 bry -06 ;or•i c6 xa pm `• , wsE p, me PARCEL 62 " SMOKE pETECTORS REVIEWED LOT 2 >.-UF.F �.\ m P N/F m / C BAR14STABLE BUILDING DEPT. DA E JOHN W. &KATHLEEN H. BRESUN t �� '�� $� F(ARCEL c.. ,m S6. 14.866t S.c. Frl `3 p m�D. /0.34 ACRES '��.,o FO UND FIRE DEPARTMENT DATE,-; 7 &e 2D o '• ,\ Nh" m ° BOTH SIGNATURES ARE REQUIRED FOR PERMITTING; T aunEvsdo 1 + oiJao.O XJ aaa . I �' I �\� �x srm I .�. � � LEGEND..,_eAO '^%r ". -----—- EXISTING 2'CONTOURA. Baum EIOSTINC 10'CONTOUR �� _).Ai_.' .l DEaD.O DMFt ]J Le a. a »,s.s EXISTING SPOT ELEVATION ; / p O EXISTING TREE WARREN Lea MDE, STREET �m PP•m ExlsnNc uilun PDIt •UT11- / 11 �( EXISTING HYDRANT 1, W/o.° STONE BOUND WITH DRILL HOLE I xnl PARCEL 76 / �.-<i7 PLOT PLAN — EXISTING CONDITIONS FOR #64 WARREN STREET vs PREPARED FOR GENERAL NOTES: 4 DAVID PIN ARRELLA Q 0STERMLLE MA PLAN DATE: SEPTEMBER Q. 2013 PLAN SCALE: 1'=20' 1. HOUSE NUMBER: 64 VyE�,14e' tom`,. 2. ASSESSOR'S NUMBER: MAP 139•PARCEL 068 p� M0 �Pj,M O U Ty """'�Pp041NG 3. ZONING DISTRICT: RF-1 wAsmrnm Omd mA.1w Malmmlc 4. FLOOD HAZARD ZONE: C I"s-1—s V� vaxs AND ao0cs �a 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY, NGjj1JEER�� C/ 6. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. D 1D 20 10 A O °V°0 o Dawes°WnFs oFxnA 7. LOT COVERAGE BY EXISTING STRUCTURES 1.711 SF./14.866 S.F.-11.51E ➢��RV JWn�¢Ft�»Y®xMrril4 FLOOR AREA RATIO: 1.711 S.F.&623 S.F.(2NO FLA.BARN)-2.334 S.F./14.866 S.F.-15.7% 29 SIMPSON LANE UNIT 1-FALMOUTH.MA-02540-508.495.1225-508,495.3229 fax $GTE:1 DIM�2D FEET PROJECT NUMBER: 13081 1 CAD FILE NAME: 13081SP I DRAWN BY: LM, SHEET I OF 3 i PARCEL 70 PARCEL 69 m ' N/F N/F D MARILYN C. WILBURN & BRUCE S.&KATHERINE D. i PHILIP L CHASE OLD.ET ALS TR. -� PROJECT AEs ,� nlnAzseo uAnWanv LOCATION AWLMYA[HOW.fOP6v tw C4Ri+0Yr JWR eEuvr.u/K /rN./ IO:rmY a'MNArtTYr SB�N 4� �,rANlMJIFr Fa+m cos• ��= - i PP O NOT T� W �hs•R Is lm. H� ��,,.. PARCEL 62 ammnly 9 aOxev 3 C I PAR/ D :N .LNOT/F2 0 a oioa r".. b 14.6LL6t_t.I SF. r 2a co�lI m an JOHN W. &KATHLEEN H.BRESLIN 0.34 ACRE$ s,p me $C Z d von f s, C r6rnsn r wnr 1 - `® m ROI£rf£A1F TP' O J• 0 p, / ro•Asr rwrm 0 m•rcrsmlr.rx .>tt�' •,wale M-JPl � �,ee,�Y oa .,. • it A O U i PA a r� mloaa 00 q I � _I p � snly+ �urm. • azla 4•lIR �♦ dJYtl ` FvwuArzvAOE .. 4�•"v�:zo�a`�,.., —LE—GTEO—ND2ROUZ u — EXISTING 10'CONTOUR EXISTING 2'CONTOUR "WARREN I4°— STREET EXISTING SPOT ELEVATION +.+1 IG �� •rAa PROPOSED SPOT ELEVATION I o' O EXISTING TREE PP m� WOfTIi pp.°, EXISTING UTILITY POLE /1 EXIS17NG TEST P17 EXISTING HYDRANT 9[No,vecx' s6/oN O STONE BOUND WITH DRILL HOLE PARCEL 76 TazOFn--T f01"ep AN GENERAL NOTES: FOR #64oWARREN STREET 1. HOUSE NUMBER: 64 PREPARED FOR 2 ASSESSOR'S NUMBER: MAP 139,PARCEL 088 DAVID PARRELLA C 3. ZONING DISTRICT: RF-I � OS VI MA 4. FLOOD HAZARD ZONE C PLAN DATE: SEPTEMBER 12, 2013 PLAN SCALE: 1'=20' S. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. 6. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. , 7. LOT COVERAGE BY EXISTING STRUCTURES 1.711 S.F./14,866 S.F.-11.5514 •,art•.m ocwl tC P y ousru OXamuw • FLOOR AREA RATIO 1.711 S.F.&623 S.F.(2ND FIR.BARN)-2334 S.F./14,866 S.F. 15.75 nnA s wor o1.v° �• & LOT COVERAGE BY PROPOSED STRUCTURES: 2.970 S.F./14.666 S.F.-20.Ox' IAxo usl nAlwv+o �NCINEER��G FLOOR AREA RATIO HOUSE 226E S.F.♦GARAGE 528 S.F.+2ND FLR.HOUSE 1.100 SF.+ m o Io zo eo ZND FLIL GARAGE 400 S.F. -4.296 SF./14.666 S.F..28.9TL ��-�� SwA+cW.tm es Jivm.m 9. ALL EXISTING SEPTIC SYSTEM COMPONENTS WALL BE REMOVED AND DISPOSED OF AT AN APPROVED LANDFILL r >— ero Avaamcn. 10. EXISTING POE 139/1 AND ASSOCIATED WIRES TO 8E RELOCATED BY VFRIZON. salt:+wa'm MT 29 SIMPSON LANE UNIT I-FALMOUTH.MA-02540-50&49&1225-50B.495.3229 lox PROJECT NUMBER: 13001 CAD FILE NAME: 130B1SP DRAWN BY:LM. SHEET 2 OF 3 SOIL TEST + Dole of.0 teat 9/9/13 f,,C,OPALLr SWU ar xLrrMJ W CID?ALL-127=Sa701 Lplrf•10VFN75 Lrg t 4'CIA 5 WWQ F!O FPC OP LA.FYNOV/VY Teal taken by. MICHAEL BORSELU 2P'AlhWAIV Sf734or r7 w Mal Or sahr AD aaL4R NAIL Results witnessed by.B.O.H. Parcolellon rate: <5 N.P.I. r0'AINMRLY FI81CA' REMOVABLE COVERS SET TO WIT IN REMOVABLE LOVERS SET Ground ester NONE GRAD OF 2) 6.OF FINISH GRADE(TOTAL OF 3) TO W 8'Qi 2) RADE(MIN.OF QE1r_/9.0 TEST HOLE®1 TEST HOLE y2 0• EL-20.0 0• EL-IB.S N4flPr t2EV. 3' MAX g• 10A tR 412 .19.2s l �4 -17.75 WA9Izv 0'!/8-JV 1/2'1500 GALLON ffr r2Psr z°�VAP/rS wAs2v smvF LOAuB SANG -17.50 LOAMB SAHO .18.0 SEPTIC TANK .... 0 .... y `c (H-20 LOADING) ,P`d 'o'la'o'ee0000000e e o G G II � L O/ST. BOX ootaoeaooeaoo - t go h(H-10 LOAO/NCJ COARSE 7/SAID lbAP47/3 a?� Srr,SEPRC TANK ANO O/S7R1911)%V BOX�k L L NrrA[r J/r'm!r/x'are! ♦ av 6'"LAYER LY CRUSHED S7GIYE 0y�; wA,v2R awrsrm slw7 Au s. b I� AR"VWrRN��LV� sarEA[ ,PLrriP muxrrr cr ._an PROFILE a 3 SYSJFY FLIP NOW LYYA/LS soNaM CY/MST NO'F NOT TO SCALE TEST HOLE @3 TEST HOLE y4 1 Or EL-19.0 0• EL-1a.0 2-0UTETS ,,�A SANp Ay 1 3/4' .. 8.75 OUTET O O W1ET I LOAMY SAND LOAMY SNBO -17.5 INLET TYRCAI OF 5 -16.0 e J-RFNOVA&r 24"LVA WIENS RLLOVAB'E x!•LYA GO" 8' 4• C C 2-OUTLETS K rAAW'COMP? ugm— R.5 47/3 DR37/5.'0 2' lE£Sf7 O/ ( PLAN VIEW CROSS-SECTION u°a�itT�xz°w lLlam[°twrz ° D13-5 DISTRIBUTION BOX (H-20 LOADING) 3 -60 112• -&0 NOT TO SCALE BASIS FOR DESIGN: ... ..._:..... .. :..` - !DIAL 4KYllOwa BA.FLD OV I gZlRtll/S AO CA.�AL£[K47tlL+L ll'-°. 6-T• ®®®® O ®®®®®®10�2 mvosm-m leSF 1500 GALLON SEPTIC TANK (H-20 LOADING)34•24' c ®99 (Go 0® x 0. NOT TO SCALE ® mp[LFwaatA.aARMro>m-aiJu �°, AAIYR q,R.Ix-ON OVISr 8•-8• LC91a1'LLAL7IW CIAA -10 ORII NO Ov CROSS—SECTION "'P►rL e•-6• CONSTRUCTION NOTES: i - ,' SEPTIC SYSTEM DETAILS . L MIwtLA/NV tlr A,£Hei1]YDSlPCC'.f7d'lEV 9G[L�NALLI]ffJ1ATl AYN RlfF1 5•KNOCKOUT •N°"g�''�P'A£"LA''�'*'r FOR #64 WARREN STREET 21.DIAMETER COVER P.A OPY O•lAY rYAM1'.9M[L Rr AKIGSr SP 9?fLIP.QFlPLMT AFAIL lL2S PREPARED FOR LrAellc lAt Nsrwuwlrov o�rne six salrM DAMD PARRELLA ' J.1V CNAATJ<r m AY asLa'A'AlL BF/l e'OP1YD AYIMX/!T£ARiR7H1[°�R7N R b OS VILLE I 5'KNOCKOUT — 5•KNOCKOUT rAu wrR tTQ.55.4 WC-0 RF C LF A£f[/At MA a mz rrltt salrAr a.umrr m AKP[ RrrALK&LAmrmsNc PLAN DATE: SEPTEMBER 12. 2013 PLAN SCALE: AS SHOWN AA°/ a"w LIr AfA& S!A£ OK cgVmc JTMr[,wlvr FAtYp'N fJ1a1fFA'Nc aC AAO lAe.s°uD a<AYAL M mP FNaxmCw `- 1,M O U 1' wtRANa9 PENnT1010 m M9YL'r of J>!PLK ralFY A+e1sP m RAfA7dl. N savr NSJAAyFr YOJ�N4N OIY wA5RwA1FA OEaOK `P fnSrAl OIGi2FIR10 5•KNOCKOUT N9fClKIV AAYd A@IICO Jrr L17VOC+CLOP.O%Al[OH'Y LNOOdL/AFPoPlmltf O"/A£ ' O A �ZH IPDCL'!LD AAD A/Yf WIrD RY rAIIICY/M G12KLDbIG/1C AA9 mu 0 PIDI"VoI G FQAS IJIO UOIX6 PLAN VIEW 6 PrAFCOVRACIOPGKpNIPSARYVA9AlX 6N9rc]dROVS 3Mi ArOT7DBnL wDUYnw w0 NCINEERt� �urnaA LvmmA -"s/,pc,; RYr.Ir7UAO.F 0?PII$P OTgypa lN.IrYAY FfWWF RF-lvALWIIOY LF C.-Lrd anO.AvG>�rrw 4arruh�arh ' 500 GALLON LEACHING CHAMBER (H-20 LOADING) na aw/RAcmP SBM[Ao mA arrovr crrAunx LADA£OBWy nc 29 SIMPSON LANE UNIT 1-FAWWTM,NA-02540-508495.1225-.508.495.3229 IOK SCALE: V r. 2' PROJECT NUMBER: 13081 CAD FILE NAME: 13081d1 DRAWN BY:LIA. SHEET 3 OF 3 • � I I R; M N O co 8) oaoa asoa 00 FRCNrr CAM • a EEO a o SHEET REAR ELEVAMON Al k6• 1302 DRAWN By. KW DATE G/16 J3 O N O ® GCl rn O aao `� dd ¢ V) z ti ® C� � x L---J co RC W ELEVATION CEf sn a1 O N� SNEET LFfT ELEVATION fWE�n DRAwN BY. DATE. 10/I6/13 °c•4 al-0 s e (/) m �S W 04 Se R BEDROOM e>2 T GREAT p h ]• N� M Ch 00 n v BATHpmm 0 M 9 i vArnRr I ��\ Q * 9 QOSET .e4 I 3 t IN 1 � T APPR 3 S ORIENTATION 6$ �t =d B ex ea ea R 38 B>? ag ©0 e FRST FLOOR PLAN -SHEET 8Ga8 ve.xo O Y4 T4 vo W5T RAOR♦(d^RPGE.279E 50 Pf JOB, DRAWN BY, DATE. 10. o N a m �Ojcm cq x � 0 O _ CCCC''��''" e I S (Yj 0 a as O ` d 8 e f S_:., •• _. . ,_:4..e yr I t o BATHO. r se i BEDRD n,p pp;. = _. a � .•. .fff�llm�I a I I Q h solys rm mve na, .l_ BFDROom tlS, �•• - I n' _ N ,SSWEET SECOND FLOOR PLAN / •+ :x vn vr.w 4 SFLQID F ooa NOUsE.11DO sO Pf .,oB, { 13D2 ' SEGOFm FLOOR C�AAKc.40O SO Pf DRAWN By. KW DATES 10/16/13 C/) Cm -- � ` J I v ---- ------------- rl— —en I (� 00 --- ----- -- CY) I r I I o I - a GRnwt SGP� v I µ.l rJ Lo 1 Fr+�ry �1�j I ° 1 _ A I� S' � G -- -- G --enl•I W � . ¢ moo L 00 rT e.bn•eY KOloG NOTE. I:I �C�/—/''��' �. ,//-1�Ly _ I Y M�naa+n 6/D'N1G110R EOLTS I`I V/ Icy I L� E1'IBE�DED rO.C. I I I TT�c c2a..vt SOAG� r/'ma+Caw+ENs i� a µ�y I yU----.T MA9NER9 s•�9•vV�• 1.I j y ,vo/.�n� I __n r I Y D.Q T.n... a � r—-� 4 a ---------- -__.__ -- ------ ;_______ _ _ -•.,T.:-I. .•lil 5T2^s'c,E . ;4Ee = SToroGe ir.� a • 1° I - - - - $ Yg tl d r v v v v I ...l a NoR4 �d' �d d I�I I`'I •a monrc rR. I J I lil I'.I 1:1 � I I ,[m dawn I:I c L 5T0'•1KE L �}i a I I[I IW1JE STORAGE I 6/e'u1CNDR 80.T9 I.1 _J:1 N L? saAceD sY o.a 7 I: Z I;i rrra TwwD°m.n IY fRR'I fDRNEP9 I';I - O ' 1:•I NA9NER9 9'�O'.I/A' i�t L__-____- _ —_ I V 1 y`� �wyj '" ; -------�� --- ------ —--------- 'I I i--------------,.I I ------------- I N i a a4 Yd n'4 CEET1 FOUNDATION GLPN —7 ' - sr.lE vs.rc� rs✓✓ 41 Job, IW2`.. ' DRAWN BT. ICt! ' DATE• ID/16/13 t4/ '— / W N00 \ • 0 m �' Q 1N I 1 �� R.. Q � O . RI • a.r....� �..<. cC/) "' a n 'eeun" IRVR�al- "0,.1 X //� � IpOER iI.LL p i�] \ �.'la f roman Mrtrn Iu '�F raPlf qti �� M� •� � en•0P4�a3 -B VY I AA O,Nts • iiP n 3 ro).�.•. �cir m w y L nw unim . Y1451FR Q h FOYER - BEDROon y 9 L G?RAC.e 4 mu ewclu ww.Nc ncw.$_ �! canon.sGAGE t \ 6<SErtrENm j \ ,.�.•w4�.room N Z Z li W \\\\ SEGTON'A' �' O H \ \ \ \ \ 3 ` >�R EET ' JOB. I302 MUD SILL DRAWN BTU KW wu.e v>.4a DATE. 10/I6/13 1 CO cy') R' CO W N Q O Q N xz � ¢ � O a nr I U] in. eEoadon ea% yr c'n.• Q I I a In� § PRO liffillitl 4 O 5AA I Y O m,T na - �... N. � I Y� GRP.Wt SOAGE A),vv�w �7 M &44ERIENf � n urt�m� n rm v N Z�yJ Z SEGTON'C SECTION V SECf1ON-0 J C� S �o o r EET JOBS 1302 DRAWN BY. KW DATE. 10/t6/13 0 oC\l W Q Q 00 m 'O MQw z ¢ mo cc n b zo Q � � O aJ, w�7 a 71 _ § t •ub.4 Q LD ryJ•'vP I cur ryJ,vP�vl cur lZI z Q mr w.coo uw a .,me roar m w�rnera riu [/��EET FIRST FLOOR FR PIING P-N — 4— ' suac va•.so �/ JOB, 1302 DRAWN BTU KW DATE 10/16/13 f c/) cm W o Q Q � .w0-5 00 _ c) Q C\j co O u ' a � z O m O IST rrri r .7 a ., i - e Q i A P F� N Z� Z �e el .,•T caaou rvm co me,e �� - (/•°55WEET SECOND FLUOR FRAMING wac va�..o m✓��w/ -ml 1502 DRAWN BY. KW DAT& 10/16/13 � I O W N Q O F17791 Qn W 00 QC\j ZlQw co co £ � 00 zx m O a 7 p b — — a HI U 4 b Q - NL 7 S S z J tb Z NOTE: ALL RAFTERS 2.10A.V 16'O.C. d I✓I i RIDGE BOARDS AS NOTED IC <I of�• : E E/ETP� ROOF FRAMING PLAN JOB: IW2 DRAWN BY. KW DATE: 10/16/13 0 To one WAI m SwWa a.ee..>r..Ta � O 00 ohm, cn W W O RAFTER TO PLATE CONNECTION co 00 1/(ppp-WtttYy'14..JIII1 scueR..;s. A I W MUL HEIGHT WALL SNEATNING f:fi'IPLIANCE• ixio eorw rui[. r..oe.ra Mia ^ W. 62i aP EACH WAIT RUN VERTICAL suEATNING wITW ed NNL'v e'EOf:L'12'PIELD (1 O NAILS PER FT BOfEOH PLATE \ L• Bei OF EACH HALL RUN VERTICAL$HEATING wRH Ed NAILS 9'®GP/O' ()led NAILS PER FT BOTTQ'1 PLATE um rr w rim +f� t W� .bINT DESCRIPTION �, nuu eo.Nuu wA v.nxe n Aart rm ROOF PRAMIN6 WALL FRAMING oneasrcrcNe frs2 NULm) �o Ma • 1 �� ((� �[a�o«c oru fr.c�xuEuo) t c�iv A j �'�•.A�E '� FLOOR FRAMING ua.c a �aef'vlaioau " um a. m e bra c a c n nae wuo) rm wsT F Ai 7. Y ��VVV"yyy///3 t 7} 4y ( `l cl ROOF SSWEATWING .no au Wro eox um au urrw aWe m.r.cao n n o.� u � = � •'•. �aw�+.0 w�ie a�iA lu a news+r e W v n I� o "...nwuL.✓.e oA suu T.u.a W Amrart eau. CEILING SWEATHING WALL SWEATWING • p eocun`nm I SWEET '. am�os v. vv+o ii o.c °a ncu�1p..wuamA. rums y tee. o .n..�nau.ru•_ y OcI I WFICW7 5HEATWING -MULTI FLOOR earn n O�.�aa TUINf_ _SING-LE FLOORMT. _ 'rulNf_ -SING-LE FLOOR (,� FLOOR 5HEATWING - •.I.T.e. CGa�� oe`a' iu eocv.nm .108� 13122 c.ureA rwN� °V DRAWN BTU KW DATE IO/I6/13 v TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /3� — Parcel 0�� Application # a b-335 T��S�� fit' BAR�lS"i°'�:�t. Health Division Date Issued Conservation Division r '"tr 4 " Application Fee nn Planning Dept. Permit Fee �� U Date Definitive Plan Approved by Planning Board - -• .- •,� Historic - OKH Preservation/ Hyannis Project Street Address Gy ) LW Village , AIrla4i Owner L�4101 Am- . Addres Telephone Permit Request F 4 ",e V V I Square feet: 1 st floor: existing pro sed 2nd floor: existing proposed Total new Zoning District Flood P Groundwater Overlay Project Valuation U0p 60 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. -Dwell ing Type:. Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes 0 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: 0 Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: 0 existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑new size _Shed: ❑ existing 0 new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# ' Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1 et1l"V &V Telephone Number Address - �U :� Zl License # kr-f �mI I All, 174, �Z��l� Home Improvement Contractor# Email � vi�� J� QG'`y0. GQ/I Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUREe4, DATE L sy FOR OFFICIAL USE ONLY ' APPLICATION# DATEISSUED ' MAP/PARCEL N0. ADDRESS VILLAGE OWNER 1; DATE OF INSPECTION: FOUNDATION " FRAME INSULATION c FIREPLACE �� ELECTRICAL: ROUGH _ ~""`� FINAL PLUMBING: ROUGH '; FINAL GAS: ROUGH FINAL FINAL BUILDING i • DATE CLOSED OUT ASSOCIATION PLAN NO. MARYANNE ENGLISH MAl !2 *ZZWARW`ENSTREET 1 OSTERVI LLE, MA 02655 PHONE: (508)420-0101 ' 1 CELL: (508) 364-1942 - EMAIL: FERN BROOK@COMCAST.NET �rh rm�aismc 0 6,0t1flily, .ttof . Tp x t)d-, .m C vrald oc r-mif— me/osc 1, — LA AA [( vj) a I�,St.w Ccm-�'r }dY w I QW23 WYIA-- : ;I Doui on� o1 c 1�15 l J Qvv A Town 6f Barnstable Bufldfin, „ LK ; Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted MAM Until Final Inspection Has Been Made. Peru Ma+• Where a Certificate of Occupancy is'Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. . B-16-3357 Applicant-Name: J &J BUILDERS Approaalss Date Issued: 21/17/2016, Current'Use: Structure Permit Type: Building-Pool-Inground Expiration,Date: 05/17/2017 Foundation: Location: 64 WARREN STRgiT,OSTERVILLE Map/Lot: 139-068 Zoning District: RF-1 Sheathing: Owner on Record: DOE,CHARLES F&DEBORAH 1 , Contractor Name: J&J BUILDERS Framing: 1 Address: PO BOX 1041 I Contractor License: 146346 2 OSTERVILLE, MA 02655 Est. Project Cost: $40,000.00 Chimney: Description: Installation of 16x32 rectangle Inground pool Permit Fee: $175.00 _ Insulation: Project Review Req: Installation of 16x32 rectangle Inground pool ;; Fee Paid.: $175.00 i Date: 11/17/2016 Final: Plumbing/Gas Rough Plumbing: ,•"'. . . Building Official Final Plumbing: 'This permit shall be deemed abandoned and invalid unless the work authorized bythis permit is commenced within six'months after Issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the"approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be In compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officals are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be Inspected at the throat level before firest flue lining is Installed Final: 4.Wiring&Plumbing Inspections to,be completed prior-to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough:: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: 1 Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health ' Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access•to the guaranty fund" (as set forth in MGL c.142A). ' Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r it SS9Z0 VW '311Inb]ISO .1332i:1S NIddVM -Vg - P HSI-IJNJ 9NNVAd'1 BUILDING DEPT MAY 12 2017 TOWN OF SARNSTABLE 1 ,` ._� •_ . _• �. . ' � •� S.i � {�� L � - .y t 1 r ' C., . .� , � � � a ;;. .a ' � •• . .. , . . :_ ^� .. ,:, S'T�iQ PP SD/DMG, +�, _ : Ss FOUND :. . �.� =. �� • IDH N80014'06' E �s. cF FOUND f 0 I 1_ 19.7 . _ �w� - .. _ � � f PPS - 0 g,q 20 ��• DECID. U CONIFE T- ..... ...,,., ...•,, - .. ,..r t 9. Q . _..DECID: - LAoDECID. R `....`..1 CONIFE � ... ... .....� ham. � � IOU 0.3 DECID: PARCEL . 68DECI Dig : 9 -� E c. 24 l4s866± S.F. 25 + 20. DECID. ECID. . . 0e34 ACRE 0.� = + +20.2 ,1'2�O 20.5 ;Y..., ,< O' �`_ j ••��r_T%•� �./ V. 10 DEM 1 • • DI rI `t- .f; ......i%Lw , .<: -.ram.. :i .. DECID- I 5J . J V�/I/TV�C �� S O ��/T!!V!1!' _ - ..- 1d.0 's 10 �4'E.SQj2' �� a DECID 2 I one CD F,p POOL SHAPE 8 5IL _ _FND DEPTH DEPItI. ,_�.FOOL . E 6"Radius Rectangle 2'Radius Rectangle Radus Rectangle-i7 x 24 40" 6' Oval 12'x 24' 12'x 24' Keyhole I RadiusRectangle-t4'x28' 40"16'x 32' NT .-. ..._. _. ._-._14'x28' 16'x 32' 1e x le Radius Rectangle-16'x 32'18,x 36' 18'x 36' Radius Rectangle-1S x 36' -- 40" 8' Q 16'x 32' 16'x 36' C g 18'x 36' 18'x 36' 20'x 40' 20'x 40' r Radius Rectangle-20'x 40 40" 8' II 20'x 40' 20'x 40' ----i ._. ._38' - -. 6"Radius True EL-16'x 38'x 24' 40" _ 8' I II ..............-Zy,'-'--'-'— — . _.—._ _...... - - 6"Radlus Lazy EL-18'x45' 40" 8' • Y Radius Rectangle-12'x 24' 40" _ 6' -. - 0 Y Radius Reetangle�l6'z 72' ---- - 40" 8• II Y Radius Rectangle-IF x 36' 40" Y Radius Rectangle•18'x36'--- 40" ; ...__. 8'--.--- [I Kidney ---_". '7. _.. . ---- 6"Radius Lazy EL 4'Radius Rectangle 15'x 26 r Radius T�e EL 16•x 3 4x z4' 18'x 45' 2'Radius Lazy EL 16'x 32' —�— -- -- 18'x43' 76'x30' YRadiusTrueEL-18'x3Tx26' -- 18'X 36' 16'X 33' Y Radius True EL-20'x 43'x 28' 40" 20.x 40' 18'x 36' Y Radius Lazy EL-IF x 4T -- 20'x 38' 4'Radius Rectangle-1G x 32' 40" I 8' U 4'Radius Rectangle-IT x 36. U X Radius Rectangle-20•x 40' 40" 4Radius Laiy EL-18'a4Z --- ---40"._ .. • Jewel-16'x 2S 40" 6' 0 Jewel-16'x 32' 40" 1 8' II 2'Radius True EL Jewel--I IF Jewe;-18'z 38' 40" 6"Radius True EL 16'x 37'x 24' Lagoon Patio-21'x 21' 40" 5' _ 0 16'x 38'x 24' 18'x 37'x 26' 4'Radius Lazy EL 16'x 34'x 25' Patio-24'x 24' 40" j 55 0 20'x 43'X 28' 18'x 43' 18'x 37'x 29' Patio-26'x 2T 40" 6' 0 20'x 42'x 31' Grecian-15'x 29' 40"_j 7' 0 Grecian-1T x 33• 40" 8• II Grecian-1 r x 3T 40" 8' II Grecian-18'x 3T 40" 8'Lis II ' Grecian-20'x 36 40" 8' II Grecian-20'x 4(r 40" 8' II Grecian Lazy EL-1Tx39' 40" 8' II Grecian Roman End Grecian Lazy EL-20•x 44 . 40" j 8' II Jewel 15'x 29' 16'x 35' Oval-16'x 3Y 40" 8' II Mountain Pond oval-IF x 36• 40 8' II 16'x 28' 17'x 33' 16'X 37' 18'X 30' Oval-20'x 40• 40" B' Q 16'x 32' 17'x 37' 18'x 39' 20'x 34' Roman End-16'x 36 40" 8' II 16'x 36' 18'X 37' 18'x 41' 22'x 36' Roman End-16'x 3T 40" 8' II iD 18'x 38' 20'x 36' 20'x 41' 24'x 40' Roman End•1B x;39 40"' 8' II 20'x 40' 20'x 43' cb - -- —--y- --..._ ---------.. Roman End 41• 40 8' U -- .—._..._---.. --.---...l_._--._..-....._-. Roman End-20'x 41' 40" 8' j _ [I Roman End-20'x 43• 40"_ - 8• [I _._ .-4------ Roman End Lazy EL-IF x 4d' 40" 8 II Mountain Lake lKeyhole-19 x 32• 40" 6' 0 20'x 32' jKeynole-18'k 36• 40" 6'6" 0 ' Lazy 21'x 32' Grecian Lazy EL Roman End — -`— "—"- '- --- --- Patio y EL ,Keyhole-20'—x 40'— 40" 8 8.' II 21'x 21' 17'x 39' 18'x 44' 21'x 40' Kidney-15'x 26' 40" 6' 0 24'x 24' 20'x 44' 23'x 37' Kidney-16'x 30' 40" 6' 0 26'x 26' 23'x 42' Kidney-46'x 33' 40" 8' I 25'X 40' Kidney-IV x 36' 40" 8' Q 24'x 44' Kidney-20'x 38' 40" 8' Q Mountain Pond-18'x 30' 40" 6' 0 Mountain Pond-20•x 34' 40" 8' I Mountain Pond-2Y x 36'Mountain Laakeke--20'x SY x 40" s ADJUSTABLE A-FRAME PANEL BRACE GENERAL INSTALLATION NOTES Mountain Pond 37 40 ' -Q 40" 6' 0 Mountain Lake-21'x 3Y 40" 1 6' 0 T NOMINAL 1) Installation is to be done in accordance with all Federal, State and Local building codes as well as ANSI/NSPI-5 Standard for Mountain Lake-21'x4o' 40" 8• II CONCRETE DECK Residential In round Swimming Pool s. Mountain Lake-23'x 3T 40 8 II COPING g y Mountain Lake-23'x 47 40-'• 8' Q 4,';•:`, ; ° :':;;.; .:. ' 2) Pour 2500P.S.1.concrete bond beam around entire perimeter of pool, minimum 8"deep X 2'wide. Mountain Lake-26'x 40• 40" 8 II 5'FLANGE AT \ Mountain Lake-24'x 44' 40" 8' II TOP a BOTTOM 3) Back fill with clean porous earth free of roots and debris. Carefully tamped, in layers not to exceed 12"thick. Fill pool with water OF PANEL O'0THREADED /\ duringback fillip Water level should not differ from back fill level b more than 12". Lagoon.-18'x 3T x 2s 40" 6' 0 \/ 4 Pool stem is not designed for-earthquake or surcharge loading i.e..neighboring structures, vehicles,trees, equipment, etc. . Lagoon.2o x 4r x 331 40• 6 II 7Y:'BEND ) Y 9n 4� 9 9 (• 9 9 ) g —- -.-_--.-- . EA.PANEL ALL BACKFILL TO BE \�/j UNDISTURBED 5) The basic design of the pool is predicated on a typical installation being soils not containing organic clays, peat, humus soil or highly —Y END NON-EXPANSIVE SOIL \/\•� EARTH/\ expansive soils;also any uncontrollable groundwater within the depth of excavation. If site conditions such as these exist, the pool James A MsOc:lr. Imperial Pools, Inc. • %'0 BOLTS q FRAME BRACE / purchaser/installer shall contact a local Geofechnical(Soils) Engineer for additional guidance and direction prior to pool installation. Pt Of1>1 En$nw 33 Wade Rd a NUTS TYP.EA. � \\/\ 10'fh � Latham, NY 12110 PANEL END \\//\ 6) Finished decks and/or grades shall be constructed so that they slope away from the pool coping at a rate not less than 1/4" per foot. rdngwood,Now Jetsey07456 VINYL LINER \\18"STAKE 7) Grade site around pool and use inert back fill to limit equivalent fluid pressure of retained soil to 501b. per cu. Ft.or less. �// , HORIZONTAL \\�/� 8"CONCRETE .ames A�II�X STEEL WALL POOLS BRACE \\ COLLAR AROUND R FULL PERIMETER COMPONENT NOTES MAProfessil? n ic.36365 edition 2'MIN.FILL a :,::•.;\\//\ OF POOL •••% ' POOL BOTTOM . 0 , \ 1) All gauge steel is formed from material conforming to ASTM A-653 with a G-235 galvanized coating. �o a�� 0: LEVELING PLATE f' �X YG 2) All steel angles(panel stiffeners at frame braces)are made from material conforming to ASTM A-653 with a G-235 galvanized coating. ��., s�� , 3) All bolts,threaded components and washers are from material conforming to ASTM A-307, nuts A563GA, and are zinc plated. �sP -` IM VCA L 1 s 4) Concrete decks shall be 3000 P.S.I. compressive strength concrete_minimum by desian. REVISION DATE PAGE o MP�X�R J JJ POOL COMPLIES TO NSPI-5 CODE COMPLIANCE o\1y3y5 L-2'-6"OVEREXCAVATION -� Ll 1 3-15-to 1 MA RESIDENTIAL BUILDING CODE-780 CMR 8`h ED. - N�'_ ��O Z 2, of ADDITIONAL NOTE IF POOL 1S FURNISHED WITH DRAINS OR SUBMERGED SUCTION OUTLETS. THAN COMPLIANCE TO THE VIRGINIA GRAEME BAKER POOL AND SAFETY ELECTRICAL 8 PLUMBING FE$SIONP�. ACT IS REQUIRED: DRAIN CQV ERS ASME A tl2.19.8 2007 AT 3'-0"MM APART THE CONSTRUCTION AND INSTALLATION OF ELECTRICAL WIRING,GROUNDING AND BONDING,AND AND ENTRAPMENT AVOIDANCE MUST BE INSTALLED. EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO THE CURRENT ADOPTED NATIONAL ELECTRIC CODE REQUIREMENTS. ALL PLIIMRING MI IRT r:nMOI Y MTW Tut=rl 1009e1T ennoTrn STATF nnnc - t BUILDING DEPT APR 112018 TOWN OF BARNSTASLI i I t • r �a \ PARCEL 70 PARCEL 69 DTI N/F N/F g MARILYN C. WILBURN & BRUCE S. & KATHERINE D. U) N_ PHILIP L. CHASE OLD, ET ALS TR. POND w af PROJECT U) LOCATION STAR E.4SEMENT 10;rjo� e _o N SB/DMG. SB/DH SB/DH FOUND PP N80'14'06"E FOUND FOUND n'^ / SOUNDET N 1 PP o mm LOCUS Ia a NOT TO SCALE 22.1 22.1 I z PARCEL 62 o I PARCEL 68 � 14,866t S.F. D LOT 2 0.34 ACRES N/F I 22.1 v m JOHN W. & KATHLEEN H. BRESLIN m I EXISTING o Z > 22.1HOUSE #64 53.4' m m m z -i IP x I GARAGE FOUND o I 30.5'C) p ENTR �. 22.1 221 PORCH I ry O PP rn i�cb. 259/4 1 SB/DH FOUND BATCH �8 6 W - -G SB/DH LEGEND 0 GATE — I FOUND BASIN 4' VALVE RIM=17.64 +22.1 EXISTING SPOT ELEVATION WARREN (40' WIDE) STREET PP EXISTING UTILITY POLE Q- DG OF PAVEMENT EXISTING HYDRANT PP SB/DH El FOUND STONE BOUND WITH DRILL HOLE BENCHMARK: PARCEL 76 TOP OF HYDRANT EL. 21.77 PLOT PLAN - EXISTING CONDITIONS FOR #64 WARREN STREET PREPARED FOR GENERAL NOTES. P�t� CF444Ss9� DAVID PARRELLA MICHAELJ. y IN 1. HOUSE NUMBER: 64 s BOCIVILLLI m OSTERVILLE MA PLAN DATE: APRIL 14, 2014 PLAN SCALE: 1 '-20' No.2. ASSESSORS NUMBER: MAP 139, PARCEL 068 A �'�. �o 3. ZONING DISTRICT: RF-1 CIVIL ENGINEERING up WETLANDS PERMITTING 4. FLOOD HAZARD ZONE: C � c� jJ 5. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. A WASTEWATER DESIGN COASTAL ENGINEERING 6. LOT COVERAGE BY EXISTING STRUCTURES: 2,941 S.F./14,866 S.F. = 19.8%, TITLE 5 PLOT PLANS �? PIERS AND DOCKS 7. FLOOR AREA RATIO: 1ST FLR. HOUSE = 2,203 S.F. NGI NEERi� 20 0 10 20 40 LAND USE PLANNING COMMERCIAL/RESIDENTIAL 2N D FLR. HOUSE = 1,381 S.F. I Serving Cope Cod and SOutheasteln Massachusetts TOTAL AREA = 3,584 S.F./14,866 S.F. = 24.1% 1 ml!��SCALE: 1 INCH = 20 FEET 29 SIMPSON LANE UNIT 1 — FALMOUTH, MA — 02540 — 508.495.1225 PROJECT NUMBER: 13081 CAD FILE NAME: 13081ex 2014 DRAWN BY: L.M. SHEET 1 OF 1 B,9 y a � q� PARCEL 70 PARCEL 69 m d MARILYN C./WILBURN & BRUCE S. & KATHERINE D. U) ( Poo Ld PHILIP L. CHASE OLD, ET ALS TR. --� �` �--� Of o c°'v PROJECT "' LOCATION ' STAR EASEMENT 4 4R �A r x19of SB/DMG. SB/DH �j pj S� �AN7IJCKEi DH FOUND FOUND FOUND q_a SOUND FOUND N80'14'06"E l F=� LOCUS 1 Nor TO SCALE 1 � 22.1 221 .. 7 ,7777/7 / PARCEL 62 PARCEL 68 0 14,866f S.F. > LOT 2 0.34 ACRES C N /F" p I 22.1 , m ' o JOHN W. & KATHLEEN H. BRESLIN EXISTING ' o z 22.1 FOUNDATION • � C 53.4 / m m f / z � G o IP FOUND r x / D c / i 30.5' 22.1 22.1 � f "1 CERTIFY, TO THE BEST OF MY KNOWLEDGE, THE FOUNDATION SHOWN ON THIS PLAN IS SHOWN AS IT EXISTS ON TH ROUND". N ry SB/DH ��-y`�h DATE: FOUND W r Ell SB/DH . FOUND REGISTERED PROFESSIONAL LAND SURVEYOR WARREN (40' WIDE) STREET l CERTIFY THAT THE FOUNDATION IS LOCATED IN FLOOD HAZARD ZONE C AS SHOWN ON COMMUNITY PAS L NUMBER 250001 0016 D AND THAT FLOOD HAZA ZONE C I5 OT A PECIAL FLOOD HAZARD ZONE. 3' c�� GARY r 0-013 LAI3111 No.aooss q REGISTERED PROFESSIONAL LAND SURVEYOR DATE C/STti�� BENCHMARK: J`��oyzL L�c�a5`�Q PARCEL 76 TOP OF HYDRANT EL. 21.77 p''Pi,Tr�yd,yF PC4 CERTIFIED PLOT PLAN FOR #64' WARREN STREET PREPARED FOR DAVID PARRELLA IN LEGEND OSTERVILLE MA PLAN DATE: DECEMBER 19, 2013 PLAN SCALE: 1"=20' GENERAL NOTES. +19.5 EXISTING SPOT ELEVATION CIVIL ENGINEERING EXISTING HYDRANT WETLANDS PERMITTING 1. HOUSE NUMBER: 64 � M () jJ�tT 2. ASSESSOR'S NUMBER: MAP 139, PARCEL 068 SB/DH o STONE BOUND WITH DRILL HOLE WASTEWATER DESIGN � COASTAL ENGINEERING FOUND 3. ZONING DISTRICT: RF-1 TITLE 5 PLOT PLANS � � 0 PIERS AND DOCKS 4. FLOOD HAZARD ZONE: C 20 0 10 20 40 LAND USE PLANNING �l '�� COMMERCIAL/RESIDENTIAL 5. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. Serving Cope Cod and Southeastern Massachusetts 6. LOT COVERAGE BY EXISTING STRUCTURES: 2,778 S.F./14,866 S.F. = 18.7%, SCALE: 1 INCH W 20 FEET 29 SIMPSON LANE UNIT 1 — FALMOUTH, MA — 02540 — 508.495.1225 508.495.3229 fax PRn.IF( T NUMBER: 13081 ICAD FILE NAME: 13081CPPI DRAWN BY: L.M. I qHPPT 1 nr , F9 s e9r 0 �a \ o � PARCEL 70 PARCEL 69 m N/F N/F MARILYN C. WILBURN & BRUCE S. & KATHERINE D. Po PHILIP L. CHASE OLD, ET ALS TR. C. ; PROJECT NEW 7R4NSPLAN7ED PROPOSED UNDERGROUND LOCATION RHODODENDRON .SCREEN STAR EASEMENT SERl90ES (ELECT., CA Y, 7z-z <)_"� 0krljoy6" WOOD FENCE SB/DHASEI/DH (,pSFOUND �` __. �jG FOUND SF -N _1CA'cTFOUNDN�30'14'06"E t FOUND , '� SOUND ( i / I U. / PP LOCO S CDMM WATER / 20 , / I�, / i�.?,�i� Fi W �� P EASEMENT>O r100' ��; i / / /� / ./� / r�0�/ / 20. �Qg; `� NOT T 20„ �_% ; 0 SCALE 'JDECID. �CON:Ff=K DECID. PROPOSED 4'BLACK PINYL CC�N;FER .. 9.-� qSf CHAIN LINK FENCE i' 16 ----- ----I-� � DECID. I O N LOT 2 �pROPo52 �s �p1'F��, 't PARCEL 62 - J 16;,J2'POOL 1 ti N fl _�� }{i a• N/F �.'21" �.. D E�D. N �. 3� Lo Lo NI- JOHN W. & KATHLEEN H. BRESLIN > 1 o U m 24' DECID. to ,�'4 v - Q RHODODENDRON TO REMAIN DECID. 0 6 5" PARCEL 68 �04 ° 6 "' Z � t Zv C PROPOSED 4' i0V/TE 1 4'86 6± S.F. PROP05ED m PICKET FENCE 0.34 ACRES z6° Ho�sE 10" m 21.5 DECID. DECID. 20" ti GstRAGE ` (J I P BENT(LOCATION DECID. RESERhE ry 1 0'� FOUND DETERMINED IN F/ELOD) AREA I `'CI j0 '�/1/ ip„ o 10 M� -.._ /6" r. DECID. J - 500 GALLON CHAMBERS _�__. ___�,3� ! '� B' "DECID. W7H 4'OF STONE ALL ..( 22' = ' 14, 1 AROUND (H--20� PROPOSED COVERED 1 1 14" >O'M/N. 5' OR/l�ff'AY PORCH # )ID." DECID, 20" DECID.(*_' )'L` • 00 pp 1,500 GALLON 0" 259/4r-SEPTIC 7ANK CONIFER. +}ti,5 LLIaENI�.J SB/DHI 1 I FOUND CONIFER ;, - FOUND ` SB/DH CATCI fir_-580'14 06 W > 1 q �!� \� 72" GATE l FOUND �' c EXISTING 2' CONTOUR BASIN S� PP, VALVE RIM=17.64 7 DECID.�' 15 v� CONIFER 339/i� 20 EXISTING 10' CONTOUR WARREN �`� (40' WIDE) �� +19.5 EXISTING SPOT ELEVATION STREET PROPOSED 10"EDGE EXISTING TREE l ` ER IFER�' CON OF WAT PAVEMENT SERVICE PP a.� / \� PP EXISTING UTILITY POLE EXISTING TEST PIT EXISTING HYDRANT ✓ '1 se/DH a STONE BOUND WITH DRILL HOLE BENCHMARK as t FOUND 9 � : PARCEL 76 TOP OF HYDRANT EL. 2:.77 GENERAL NOTES: PLOT PLAN #64 WARREN STREET 1. HOUSE NUMBER: 64 PREPARED FOR 2. ASSESSOR'S NUMBER: MAP 139, PARCEL 068 DAVID PARRELLA ;i O�f°��s �� IN 3. ZONING DISTRICT: RF-1 OSTERVILLE MA M ICHAEL J. ��, FBVIRSELI U " 4. FLOOD HAZARD ZONE: C CIVIL i PLAN GATE: SEPTEMBER 12, 2013 PLAN SCALE: 1 "=20' o 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. 0 No.3U.•�l�1 G`ri " 6. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. CIVIL ENGINEERING M U WETLANDS PERMITTING 7. LOT COVERAGE BY EXISTING STRUCTURES: 1,711 S.F./14,866 S.F. = 11.5%, _ WASTEWATER DESIGN A T� COASTAL ENGINEERING FLOOR AREA RATIO: 1,711 S.F. & 623 S.F. (2ND FLR. BARN) = 2,334 S.F./14,866 S.I . — 15.7% $. LOT COVERAGE BY PROPOSED STRUCTURES: 2,973 S.F./14,866 S.F. = 20.0%, IT TITLE 5 PLOT PLANS PIERS AND POCKS FLOOR AREA RATIO: 2,796 S.F. (1ST FLOOR HOUSE AND GARAGE, EXCLUSIVE OF POR(;HES) & 1,100 S.F. (2ND FLR. HSE.) & 20 0 10 20 40 LAND USE PLANNING NEI--' COMMERCIAL RESIDENTIAL 400 S.F. (2ND FLR. GAR.) = 4,296 S.F./14,866 S.F. = 28.9% / 9. ALL EXISTING SEPTIC SYSTEM COMPONENTS WILL BE REMOVED AND DISPOSED OF AT AN APPROVED LANDFILL. Serving Cope Cod and Southeastern 0.lossochusetts 10. EXISTING POLE 339/1 AND ASSOCIATED WIRES TO BE RELOCATED BY VERIZON. SCALE: 1 INCH = 20 FEET 29 SIMPSON LANE UNIT 1 — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fclx PROJECT NUMBER: 13081 CAD FILE NAME: 13081SP I DRAWN BY: L.M. SHEET 2 OF 3