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HomeMy WebLinkAbout0951 OLD STAGE ROAD , U r �r - ,� LI, a� o° AAA a u C i 1 r � f r ao n + I .. .- ��_. Town of Barnstable 111d1n t Posh-This-,Card So That rt.is Visible ffARNS'1'AH fromthea5treet-Approved.Plans IVlust.be Retained on Job and;this Card Must be Kept -� t • MAWL Posted UMW Final Inspection Has Been Made ey. i¢ Where a Certificate of Occwpancv is Required,such Building shall Not;be Occupied until a Final Inspection has been made. Jll 1. . Permit NO. B-19-3188 Applicant Name: CABRAL, MARK J & DELANE,CHRISTA E Approvals Date Issued: 09/26/2019 Current Use: _ Structure Permit Type: Building-Smoke Detector-fire Alarm Dection Expiration Date ' 03/26/2020 Foundation: System Map/Lot: 172-005-001 Zoning District: RC Sheathing: Location: 951 OLD STAGE ROAD,CENTERVILLE Contractor Name:` 5 Framing: 1 Owner on Record: CABRAL, MARK &'DELANE,CHRISTA'E r Contractor License 2 s Address: 951 OLD STAGE RD ' Et. rojc Cost:Pet Ct $0.00 Chimney: CENTERVILLE, MA 02632 Permit Fee: $35.00 Description: ADDING 1 SMOKE DETECTOR TO ADDITION YTee Paid_ $35.00 Insulation: Project Review Req: Date '. 9/26/2019 Final: J Plumbing/Gas Rough Plumbing: Building Official O This permit shall be deemed abandoned and invalid unless the work authorized bythis permit is'commenced within six months after issuance. Final Plumbing: 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. Rough Gas: This permit shall be displayed in a location clearly visible from access street orroad and shall be maintained open for publicinspection for the entire duration of the work until the completion of the same. ! i Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the BO ilding and.Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 4 � Service: 1.Foundation or Footing ` 2.Sheathing Inspection ` Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is,installed;x ,- Y g 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: 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. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Application Number........... ...... ............ Permit Fee. .....................other Fee........................ t639. 7-11" TotalFee Paid................................................................ ...... .................On....9j 1/9 TOWN OF BARNSTABLE Permit Approval by..... BUILDING PERMIT Map........... 0()5. ..)...1............. APPLICATION Section 1 — Owner's Information and Project Location Project Address ?51...QU , g 0 Village,. , CeV4,eV11L-e N Owners Name OwnersLegal Address q51 o Id gime City State Mk zip 0U32-- Owners Cell # —7 t+JF-Za 8059 5 E-mail .. Section 2 —Use of Structure Use Group ...L_ ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,060 cubic feet Single Two Family Dwelling Section 3'— Type of Permit ❑ New Construction ❑ Move/Relocate 1:1 Accessory Structure ❑ Change of use F-1 Demo/(entire structure) ❑ Finish Basement El Family/Amnesty Fire Alarm Rebuild El Deck Apartment Sprinkler System ffAddition ❑ Retaining wall F1 Solar 0 Renovation. F1 pool ❑ Insulation Other—Specify, Section 4 - Work Description Lwqt lindsited- 11 A 50.01 R Application Number.................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure L Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ 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 - j Water Supply Public ❑ Private Sewage Disposal ❑ municipal �On Site g P P Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes U No P , Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes .E] No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) 4, 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 updated: 11/115/2018 C The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information . Please Print Legibly Name(Business/Organization/Individual): M AA— 04/k/-/(/1 Address' 15-i 0, , City/State/Zip: C'Mi Phone#: 7� Are you an employer?Check the appropriate box: a of project(required): 1.❑ I am a employer with- 4. ❑ I am a general contractor and I Type P ] ( e4 ' �: employees(full and/or part-time).* have hired the'sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- wed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for me in anY capacity.ca employees and have workers' 9. wilding addition [No workers'comp.ina=c'a comp.insurance.: �) 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions L�1 3. I am a homeowner doing all work officers have exercised their 11.[1 Plumbing repairs or additions mysel£[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. j t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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 worker.'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Ekpiration 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 CdEc_a of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pa' an enalties of perjury that the information provided above is true and correct . Si afore: Date: Phone#: Official use only. Do not write in this area,to be coinpleted by city or town official City or Town: Permit/License'# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector ' 6.Other Contact Person: Phone#: �°<� 'i Information' and Instructions y, Massachusetts General Laws chapter 152 requires all employ to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every on in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, ociation,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and incl the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,asso 'on or other legal entity;employing employees. However the owner of a dwelling house having not more than apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to maintenance,construction or repair work on such dwelling house or on the grounds or building appu ant thereto not because of such employment be deemed to be an employer."„ MGL chapter 152,§25C(6)also states,that"every to or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a bus' ess or to construct buildings in the commonwealth for any applicant who has not produced acceptable evi ence of compliance with the insurance coverage required." Additionally,MGL'chapter 152, §25C('n:;states either the commonwealth nor any of its political subdivisions shall enter into any contract for the performance,of p lie work until acceptable evidence of compliance with the insurance requirements of this chapter have been prey to the contracting authority." . Applicants Please fill out the workers' compensation affi "it completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),a "ss(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LL r Limited Liability Partnerships(LLP)with no employees other than the members or partners;are not required to carry orkers'compensation insmnmce. If an LLC or LLP does have employees,a policy is required. Be advised this'affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance cov e. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the appli n for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any qu 'ons regarding the law or if you are required to obtain a workers' compensation policy,please call the Dep at the milinber listed below. Self-inset-ed companies should enter their self-insurance license number on the line. City or Town Officials Please be sure that the affidavit is coin lete an rinted le bl .`The Department has provided a ace at the bottom P Bt � eP P space of the affidavit for you to fill out in the event th Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license numb which will beused as a reference number. In addition,an applicant that must submit multiple permit/license appli ons in any given.,year,need only submit one affidavit indicating current policy information(if necessary)and under"Job ite Address"thtl applicant should write"all locations in (city or town)"A copy of the affidavit that has been offi 'ally stamped or arked by the city or town may be provided to the applicant as proof that a valid affidavit is on file future permits o licenses. A new affidavit must be filled out each year.Where a homeowner or,citizen is obtaining license or permit'.s,of related to any business or commercial venture (i.e.'a dog license or permit to bum leaves etc.)sal pmison is NOT to complete this affidavit. The Office of Investigations would litre to thank you' advance for yo '.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 Common th of Massach tt§' k ' Department o Iudtzstrial Acrid 'is face Q veStiati M 600 W gton Street Boston,MA 02111 e#" - Tel.#617-727-4900 ext 406or-1-877-MASSAFE Fax#617-727-7749 4 Revised 4-24-07 . F : _ w�vw:mass.go�/ciia , Application Number........................................... Section 9= Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # 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.Attach a copy of your license. . Signature Date ` fF, , Section 10-,Home Improvement Contractor C Name Telephone Number Address City State Zip . Registration Number Expiration Date 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 y documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: wa �j 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 APPLICANT SIGNATURE Signature Date Print Name ��� C '( Telephone Number ��`'� 3� 3 S 4 E-mail permit to: FYI Cdw Last updated: 11/15/2018 Section 12 —Department Sign-Offs 7 i 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. Section 13 — Owner's Authorization 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 - - j Last updated: 11/15/2018 f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 11 Z Gas Parcel00 P Application #�i Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis eAcy?rJ Project Street Address 951 B I d- IZa(., Village Owner Al-k- rx.4 Address Sa-m.e Telephone "I"1`�•$36.8535 Permit Request 66(boul ewvn'tl 4r S0✓1 �- Sir oAA�+t 1'!-z C1 'rn ��i✓L �O�IM � � Yl?�N►1 Jf Square feet: 1 st floor: existing t056 proposed 5316 2nd floor: existing 053G proposed ►5 36 Total new 364 Zoning District RF Flood Plain 0 , Groundwater Overlay Project Valuation A 51D POW�0 Construction Type Lot Size I,04 Agra. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ' _ Two Family ❑ Multi-Family(# units) Age of Existing Structure 3 rS Historic House: ❑Yes ►U&No Gn Old King's Highway: ❑Yes No Basement Type: ull Crawl Walkout Other ®.F � ❑ ❑ Basement Finished Area (sq.ft.) BasemebU fir1 �Area(S" i056 Number of Baths: Full: existing 3 new H�If,;existir g "�` new Nor Number of Bedrooms: 3 existing -new Total Room Count (not including baths): existing S new I First F&,r�Room Count Heat Type and Fuel: aGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes Et No Fireplaces: Existing I New I Existing wood/coal stove: 14 Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: existing ❑ new size —Shed: ❑existing ❑ new size Other: 9 9 � g — g Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ILNo If yes, site plan review# Current Use Proposed Use Sabi APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address C16 9 0 1 kd License# Cwkryi /le,, W mw_- Home Improvement Contractor# Email mark6myA msm.com Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �01�1✓I Ot Bet.M.$ � -vxvls 5 D r1 SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: " 3-0 FOUNDATION LILo FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 12-1?-19% iL: M F-PC9 YWdCE SURkXY TQ PIZZU I P.01. +,r 1 .Q ae.s' 65� , 0 1 21 ! r � 10 sitle ihb filf a � 1:' J2.7 �✓ !�! " diowlalfraonplfn , �,i='• "' additio ,r 41a is, ' 24' lo 42'-'cl d i 129 N q 51' e 140, ,f LOT 76. 'sti 1 r tl f' ifs is *r L� l Y 54' a� � 9 2�5 LOT/7 t?�S ZO1V�'' 'P. '" This MORTG.nGE IIl1`�P CfiION ?!an is For F' CJ00 'LONE "L ; Ban Use 0 iv K�'YS y A - _-- �- �� _ REGISTRY OWNER cQTurr R��l1 r_TRI�S_?' LFEv RED jQQe�lZd2 _ BLYER: .CQ81 DATE: _��f��1��-- - PLAN REF: 4414_/�2. �CALE:1, -50-- ---- -- i ITUEBY CERTIFY TO -1w-e,T1H11'a.: r—. ..� - -------- -- _ TEAT T4E ISURBIR� Iv,OF ,,�^ Y ANKEE SURVEY I HO1,N ON TFIS PLAN: IS I OC:ATED ON'' TKE CROUNTD AS, a PAtit � ® i�.I7I.'T�?3 `{'r 1 SHO1r,[ AOD THAT ITS POSITICN DOES j.Oj4P-CRu r.O TiiE ZONING LAW SETBACK REQUIREMENTS rip Tim mEMeA' 4.013 INDUSTRY ROAD pTOV011 OF3_ 9 � aND THAT No 3M o HA?STONS MILLS, UK' d)2648 , IT DOES—MOM-, LIE WITHIN THE SPECIAL FLOOD HA'/,AFD '�9_ A o TEL. 428-0055 E ARE' AS SHOVfN ON THE q.11.D. AID DATED 4/.W/3S (C�SIEp it ?..,Tnmli nn-i-s-` 4U1 I'A.`{ 4-20-55Z)3 Town of Barnstable Regulatory,Services dF Richard V.Scali,Director ! Building Division Paul Roma,Building Commissioner isaM e39. & 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION 41 I� Please Print DATE: JOB_ LOCATION: number �/� street village 1�l"HOMEOWNER": L/ A0nrj -7-7L�-83 6 8535 sad-7�8^38�i� name home phone# work phone# CURRENT MAILING ADDRESS: r�' I aid— 0 "-" Cmk�-►�► dlc M 02�3 — city/town state zip code 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 Building Official,that he/she shall be responsible for all such work performed under the buildW&Rermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/sh 'll comply with said procedures and requirements. WiA444 Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION ,The Code states that: "Any 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 this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 06/20/16 �"E Town of Barnstable Regulatory Services � rY ` Richard V. Scali,D' r - ►`� Building Divi on. Paul Roma,Building C missioner 200 Main Street,H ,MA 02601 www.town.ba ble.m&us Office: 508-8624038 t4 Fax: 508-790-6230 •, ' " -prop e Owner Must omplete a d Sign This Section_ If U ' A Builder I , as Owner of the subject property hereby authorize to act on my,behalf, in all matters relative to work thorized by this building permit application for (Ad ess of Job) V **Pool fences and are !e responsibility of the applicant Pools are not to be ,ed or utilize before fence is installed and all final inspections ar performed an accepted. f t Signature of Own '� Signature of Applicant 4 Print Name P ' Name Date 3 Q:FORMS:OWNERPERMISSIONPOOLS 1 27w Comm.orrivealth of-Massadinsetts Deparhrrent ofrruius&ialAcdderrts Office ofInsw#gtdrtrrs 600 Washington Street Baston,AM 02111 4 IMIRntasM.g-OVIdin 'Workers' Campensatem.7nsuunceAffidaviL Bmflders/ContractursJElechicians/Plumbers A13P Cant IUfGrunaf nla Please PFint f e�bly Nss (Basmesstganionlfnri P►" 1 (?� - Adage: q5 I 0 Ci1yJ 4at�1 C"krVi It; MA OZb32ph�ne� �'I�'$3b g535 Are you an employer?Check the appropriate box: T project I am a . Type of P ro] (r ��: 1.El I am a employer with ❑ general contractor and I 6. New construction employees(full andfor part-fiime * 4. have]sired the sub-contractors ❑ 2.❑ I am a sole prep etor orparEner listed on the.attached sheet 7- ❑Remodeling ship and have no employees. These sub-conlrac#ors bafie S.,❑Demolifiom worl4imb forme is any t3`-g employees audhatre workers' , , 4. IRB.uildiag sdditioa [NO w0dous'comp.i trarre comp.immratma rewired 5. ❑ �We are a corparafion and ifs . 14❑Elecfrical repairs or additions 3. 1 am2t homeowner doing all work officers have exec[:ised their 1L❑Plumbingrepaim or additions. myself[No wokknrs'owmp- right of esjempfion per MGL ` 12-❑Roofrgnim +nmzancereSuired.]i c.152, §1(4k and we have na employees:[No wo&zrs' 13.❑fluter cow.insurance required_] •A¢yapp5=tfstchedcshoxft1— alsafill.on1tlieswdcmheIowshahingdiekwa teiecampEnmdaupo&cgiafomsQo� #Momeownem who submit tisis affidavif indfirafing they axedoiag allVat andtfieahite o-utiide:rDUft9re=amst eahmit a new affidavit indiczdmg sadL fCanIrctM$>z2 dheL7 TW bw[mast attarllea xa.addi6®sl skeet showhig thenuae of the sub-ccntrwAars and staEe vrhe et ornot ftse a fideshave employees.If the snlrcm�bave mnployee%they— pms••idetheir .water'comp.policy,n m ber. I atru an ernploy�r t7ea1 is pra�atIing�aarkers'con erlsrdian iasurauca f'or m�'cnrFlal�eex Seroiv is thdr pvHgy erred joh srti inf or azatian. ' Insurance companyNam: Policy or Sef--ins.Tic_ FxpiratioaDate: Job Sita Address: QWState EP: riftaccla a copy cdthe workers'coaapensxtiottgolrc decsation page(shawiug the policynumber and expiration date). Fail=to secure coverage as required under Section 25A of MGL m 1572 can lead to the imposition of criminal penalties of a fine up to$1,50a 00 andfor one-year impFisor a=4 as well as civil penalties is the foffi of a ST.OP WORK OIMER and a Kne of up to$250-00 a day against the Qiolafor. Be advised that a copy of this satement-imaybe forwarded fo the Office of Inrestagations of the DJA for insurance coverage verification I do tit r-•zy=fy under the pr ins andpauWm afFcdary that Sze iaf ormadwipt mid a bm a Ls true acid correct Siffiatnre= Date: Z Phmei Of%tial use and. Do not wrke in tli s area,to be wimpietesd by catty artown ofjrciat City-or Town: Perna ftff ikease;g IssII*AU&Gr€ty(circle one): L Board of HwIt h 1.Building Department 3.fify1rown Clerk 4.Electrical inspec or 5.Phuribmg Inspector 6.Other Contact Person: #: ormation and Instruc ions LE-.L huse#is Geheral Laws chapter I52 req=m aII effiployers Tn provide woZke&compensation far$heir employees. Pm-M�this sue,an wTkyee IS dsf=a as.¢_.evEZypersanin.$he service of another under any comfract ofhae, empress or implied,oral or wiftbmf An.empkyer is defined as`'an individ>zal,paxinezffii�,association,corporation or other legal entiLy,or any two or more of the foregoing engaged in a Joint ebrpase,and inclndmg the Legal rcgreSenbdives of a decsased ehIIplayer,or the receiver or trustee of an mdividnA partnership,association or other legal entity,employing employees- However the owner of a dweIIing honsc havmgnot more tlhm three apartments and who resides fherein,or the occopaht of the - dweil house of another who employs pezans�to do maiftnaace,const'o2ct on or repair work-on such dweIlmg hoarse mfenmttheretn shall not becans of such m3plcymeaYtbe deemediho be an employer!'or on the grounds or.buiMmg app . MGL chapth r 152 §25g6)also sues that`°et sty or local ficenssng agency shall.WithhOld the issuance or renewal of a He a or permit to operate a b ess or to constrict bm7dings in the cormnoavPealth for any applicant�ho notprod-acedaccepfable 'denceofcdmpH=ce with the ffis rance.covexagerequire&- Additr�gnaIly,M chapiar I52,§25C(7) ¢l�Tertherthe r^r^T^�r a nor a>zy ofitspolifical subdivisions shall enihrr any co for the pew once o public wohic m>ftI acceptable evidence of compliance vrifjie ice._ r 'eahfs of cbapt�have been pies to the cO»iractahg authority." A-PpH Please:5I10' the >�eas'compensation davit completely,by dh=1dng tihe boxes that apply to your sifnation anc if necessary,stip Icy ntractor(s)nam, )' wldres es)and phone=Mber(s)along with their cerffficat(--(s)of insrnaace_ z iabiil ty Companies C)or Limited Liabh7itY Partnersb2ps(Li P)udano employees 0thei than fb e members or parts are not regoaed to woh$ess'compensation insra>mce- If m LLC or LLP does hate employees,a.polic� regained. Bead " that this afHdA.ykmaybe snbminedto the DepaLiment of Indvstcial Accidents mr co n of isu =ce •erage Also be sure to sign and date the affidavit The affidavit should beret umed to tihe city m tuwmthat the lication for the pemait or license is being requested,notthe Deparbncaf of L,j±r cfri .A rri des- dyou have question regarding the law or if you are requited to obtain a wohkeis' compensation policy,PI caII the D at the hmmber lisbd.below- Self-insured companies should enter their self-limn ce license n the ap Ime. City or Town Of Fad-ds � r Please:be sate that the affi is comp and printed legiibly. The Departlnmthas provided s space at the both= of the affidavit for you to out in the e the Office of Investigaticros has to cozrfact you regarding the applicant Please be sure to till is the =ii-Ilicenise ntvn which will be used as a refeseeo ce number. In.addition,an applicant that must submit mult�Ie p tense spplicatr in any given year,need only submit One affidavit indira�rTnTp nt policy info>rnatian(if n )and outer"Job Add ens"the applicani should.wzite-aIl locations in (c 5'or town)='A copy of-fie-aff that has bey officially ed or marked by tile:city or tnwm maybe provided to the applicant as proofthat a vali affidavit'Jis on file for emits or licenses A new affi.da&unist be f aed Olteach year.Where a home owner or is obta:i ing a license permit not related to any business or commercial Yew (ia. a dog license or pelmh to um Leaves etc.)said person is 11DT required to complete this affidavit The:Office of Investigations wo 1�to than You m. an advce f�,yom c00pm-aion and should.you have any questions, please do not hesitate to give us �- TheI?eparime 5a.ddir&%thlep e faxhmnnbe- C.GMM nTMI*of lea �h i R Mt of lnd�ial Acci6huta t�t�f�f�rt�efiaus T�L '61 94t cat 4Qf w I-'9� a SS F 41 Revise 424-Q7 W .m gugfdia_ REScheck Software.Version 4.6.2 Compliance Certificate Project Cabral addition Energy Code: 2012 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 951 Old Stage Road Centerville, MA 02632 Compliance: 2.5%Better Than Code Maximum UA: 79 Your UA: 77 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. - Envelope Assemblies - Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 300 49.0 0.0 . 0.026 8 Wall 1: Wood Frame, 16"o.c. 460 21.0 . 0..0 0.057 19 Window 1:Wood Frame:Double Pane with Low-E 58 0.290 17 Door 1: Glass 71 0.320 23 Floor 1: All-Wood J oist/Truss:Over Unconditioned Space 300 30.0 0.0 . 0.033 10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requiremer s istedi t e REScheck Inspection Checklist. Tyler Adams 4/14/17 Name-Title Signature Date Project Title: Cabral addition Report date: 04/14/17 Data filename: Untitled.rck Page 1 of 1 4 _ <__�frT.���:L(�Fl:ii.y to tT�d?,� l�G'..•::u•li'*' f>�'F./1 � a _�r�`L �.%TT•' fY �,;.� o /_....� F.. ff7f� .._ .�n._.,, ��"fit"jl�"."Y '� tl�`'t G}t �ii�n4�.Te�Y x �?•t'1 F �fist �1 �P <<"-lts`.. (7011) 91 Q Check 1.1 SCOPE • Compliance Wind Speed(3-sec.gust)............................................... ::::...............:.......: .......................................110 mph Wind Exposure Category.........................................:........................ .............................................................B L 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered'a story) A stories <_2 stories RoofPitch ..........................................................................(Fig 2) ...............................,........... 5 <_12:12 MeanRoof Height ..............................................................(Fig 2).:................................. ......... I(o ft <-33' BuildingWidth,W ................................:..............................(Fig 3)........................................ ........ 45 ft <-80' Building Length, L ........................... ...........................(Fig 3) .... ft :5 80' Building Aspect Ratio(L/W) ...............................................(Fig 4)............(.L.. *4 ..................I ;1b- <_3'1 Nominal Height of Tallest Opening ...................................(Fig 4)................................................$, 3 <_6°8^ 1.3 FRAMING CONNECTIONS � D General compliance with framing connections..........:.....:...(Table 2).....................iff 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 - Concrete.....................................,...,..........._........:..............,........................ (/ ConcreteMasonry...:................................................................ .......:..........:.......: 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). ...::..: S� in. V Bolt Spacing from endroint of plate ............................(Fig 5).................................,... _in.<_6"-12" (i Bolt Embedment-concrete (Fig 5) ...... in_>7" )� Bolt Embedment-masonry (Fig 5) ....... , .t. . .� - ..... in.>:15" PlateWasher...............................................................(Fig 5)..........�.X ..:?�. ................:>3"x 3"x /4' ✓� 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)..........................:......... Maximum Floor Opening Dimension............. i ....(Fig 6).................. 0 ft:5 12' Full Height Wall Studs at Floor Openings less than 2 from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..:............................................:.:.:._ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).....:.............................................. ft <d r`k Floor Bracing at Endwalls...................................................(Fig-9)......................,........................:...... .. J� Floor Sheathing Type .................................. ..............(per 780 CMR Chapter 55)......................... 5 Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55). in. ) / Floor Sheathing Fastening........................................:.....'....(Table 2)..-&d nails at V in edge 12- in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)................ ft <_10, Non-Loadbearing walls............. (Fig 10 and Table 5).. .. . tZ ft 5 20' Wall Stud Spacing (Fig 10 and Table 5) 16 in.5 24"o.c: Wall Story Offsets .................I................... ...........:....(Figs 7&8).......... ......... ................._ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls....:... . ...................................(Table 5). '......... .......:...2x ft_in. Non-Loadbearing walls ............................................(Table 5)..............................2xx (QL.ft in. Gable End Wall Bracing 1 FullHeight Endwall Studs............................................(Fig 10).:...:..........................................................:: WSP Attic Floor Length ..........(Fig 11),•• _ ft>W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)... iEft 2:0.9w G and 2 x.4. Continuous Lateral Brace @ 6 ft.o c.. ..(Fig 11).... ......... ......... ..... ......... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length (Fig 13 and.Table 6) ........................L#-ft 1� Splice Connection(no.of 16d common nails).,.......:..:(Table 6), ........: :........ :.:......:.......:........� . 7 ' I /G :✓` it ...!.-. U�r._" ....:I.-ks i��-.��f � IYtj�..,. ��..�L,l1 �.?:,_�� r�°� + ..��f:._,....._.„a Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)..................................................... '� y Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)............... Z y .......................................... Load Bearing Wail Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ...............................................:........(Table 9)..................................1Zft a in.<11' SillPlate Spans ........................................................(Table 9)................................... ..Lft Co in.511' Full Height Studs (no.of studs)...................................(Table 9)............................................. .......... �c Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._DL ft_in.<_12' Sill Plate Spans...........................................................(Table 9)............. ... ft_in.<_ 2„ Full Height Studs(no.of studs)....................................(Table 9)............. ............ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 �5 6'8" t/ , SheathingType..............................................(note 4)...... .......................I........................ W$? Edge Nail Spacing.........................................(Table 10 or note 4 if less)...........:. .... (o in. v FieldNail Spacing.........:................................(Table 10).......,......................................... 12. in. V Shear Connection(no.of 16d common nails)(Table 10)........................................................ 3� V Percent Full-Height Sheathing.......................(Table 10)...................................................Wo % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2.......................................................................kl<_6'8" SheathingType..............................................(note 4)..................................:................... S V Edge Nail Spacing......,...................................(Table 11 or note 4 if less).............,.......... Field Nail Spacing..........................................(Table 11)................:................................ 1'Z 1n. (/ Shear Connection(no.of 16d common nails)(Table 11) .... .................................... L Percent Full-Height Sheathing .......... ........(Table 11).................................................... Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... ' Ratedfor Wind Speed?.............................................................. ........................................................... :.... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ................................................... (Figure 19)..............414-ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors - Uplift.................................................(Table 12).............:.................:............U=Zv3plf (/ Lateral..................... . .....(Table 12) .........................L= 17 plf fi Shear...............................................(Table 12) ..... ........................S= Of Ridge Strap Connections,if collar ties not used per page 21...(Table 13).................................T= lZplf Gable Rake Outlooker......;...............................:.: (Figure 20)..............Q ft!5smaller of 2'or U2 (i Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift........................:.......................(Table 14)..,..,.......................................U=417 Ib. (/ Lateral(no.of 16d common nails)...(Table 14).......................................L=Zo31b. 1i Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ...........W`✓I17 Roof Sheathing Thickness...... :............... in.>_7/16"WSP Roof Sheathing Fastening....... ..... ....(Table 2)...........................................i........." �G 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. Corner 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 42-grade. y AWC Guide 16 Wood Construction in High Wind Areas IIO.mph:Wind Zone, MassachWetts Cheiek f9f for`COIllpliallCIP (,1 0 CMR 5301211)1 -a. Fro'ni Tables 10`and 11'and location of wallaheathing and°.Bu�ldrng'Aspect Ratio ;deferminePercent:F ull Height Sheathing grid Nail Spacing requirements b Wood 5trugqu 41 Panels shall be minimum thickness of 7/16"`and be Installed."as follow'k i Panels shall be installed with strength axis parallel to`studs ii A.11 horizontal joints shail occur over and be nailed to,framing ui. .On single story construction,Panels shall be;'attached to bottom plates,and top member of the;double top plate iv. Q,n two story construction, upper1.panels shall be attached to the top memberofhe upper double top plate and to band foist of bottom of panel Upper attachment of lower�panel stiailrbe made to band joist and. Y, lower attachment made to.lowest Plate at'first floor framing v. Honzontal..nail spacing at double,top plates,;"band�osts,andguders>shall be a double,;row of 8d staggered at;3'inches on center perfgures below Vertical acid Horizontal Nall'ing for'Panei Attachment y r . zYYli�l 71�;®C:E RE37$DN Fit%WiGU EWNA$S tr) r 11 rr w p� t u � tl C. u, v. u+ t tt =l1 $PAcNa See aet�!oR;Next Page 60661 and Fionko" Na!hng' �firParei'Attachrient - PDF Created with de'skPDF PDF Writer- Trial :: http://www.docudesk.com r . AWC GdideJo Wogd Construction in High.Wi id Areas 11f7;mpli'Wrnd Zone Massachusid j hec", t'for ComOuft 1j�, 1. t, 1 arm ,. •,. HAILPATIF3�l. ..per �_�: •PAl6E�.HtGE ir' DOI�.EFf�Hx� OEF�c , • t'�taii: VerUtp1,.'and Horizontal Nailing for;Psnei attachment Y PDF Created with deskPDF PDF Writer- Trial :: http://www.docudesk.com Tablet. Gen era-k4iiing.gehedule Blocking to Rafter(Toe_nailed} 2 Sd:. 2:10d each ebd m Rim Board to Rafter End nailed 2 16d" 3 16d each end .: ( �, - 4 P'.-, To Plates at tntersecfions Face Walled g 476d fi 5 16d 3 Header to Header(Face Waded). - - , i 16d y 6d 16o c alon ect es; r J:oist to .Sill,To Plate or Girded ) ( g )' m p. (Tae Waded F� 14 4 '8d: ? 4 10c1 1 perloist �F Blocking to Joist,(Tae=nailed); 2 8d;' ! 2 i0i each end. -Bl,ockir 'to Sill-or To. Plate g p (Toe nadedj =3 16d 4 16tl; each block Ledger Strip"to:Mi &.-GIfder:(Rf nailed) ! 3 16d ( 4 16d each joist i ;Joist an;Ledger g Beam (Toe,-nadetl): ► 3=8d 3 .1:O.d ;per joist Band Joist to Joist(End-natled};(Fig 14:) ;3 16d 4.1.6d per to'ist Band Joist to Sill or Top:Plate (Tae nai ed} (Fig 14) 2 I,6d 3 i 6d j ;pee foot _. _. �Wdodture(Panels I' I ;rafters or trusses spaced Lip to 16°o;"c 8d. 10d 6 edge/6°field J rafters or.trusses spaced over 16°o:c., 8d> 1:O.c1 ,4"edge/.4"field gable,endwall;:rake orrake truss w/ogable overhang 8d 1 10d :6°edge!6°f`e!d gable ehdwaQ rake or°'`rake truss w/structure! 8d;; I, 10tl : i6" edge/6°field l outlookers � _ 1. gabfe:endwall.rake,or:rake t"r.'uss'iu/lookout blocks 8d 10i ' 4°edge/4°field , -...JK",s�' P"'I'x`'�q Y, F2�''e'+..: sf.'f'r - Fs :� `�- -�•rcg�` '- �t rt�,�,. C c-t....a �-8 --'�< m� )r° s'£- "' -_�-' a +G puma �y9�•f Mint r r t #� r 5 x r s h r r 4° y UVailboard , cools�s 3v ,d er 7a etl e:/�Op field ° VIload Structural Panels studs'spaced`up#0:24" 0 c ,8d ' 10d �' 6 edge/12"field 1/2'dnd-25/32°'Fibi6 b.66 rtl Panels edge/6°field 1/2 Gypsum Wallboard �, 5d;coolers 7 edge,/1O field _. - F� - Woatl Structural Ravels ' 1"or less 8d i od f3° edge/12"field greater than 1" 10d 16t!' OA edge/B"field t Corrosion resistantll gags roofing,:nails and.1 ti gagsstaples are permitted,cFecklBE.:for aittfiitonai re.quifemerits flails unless at lid iwise$taied,sues given,for nails;-3'rii ji 6-n-A 6 K wire sizes..Box and pneumatic nails of equivalent ` diameter and equal or Brea#er leng4h.to the,,spgcrhed common nails nay be,subshtuted_uniess other0seprnhib Md.: aMFf�i�A;�"FARE.;€'&l��Peii`riSSt7Gt�TidN: PDF Created with deskPDF PDF Writer- Trial :: http://www.docudesk.com ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Seam1F1302 " Dry 1 span No cantilevers 1 0/12 slope April 10, 2017 12:18:25 BC CALCO Design Report Build 5837 File Name:' BC CALC Project Job Name: Cabral Residence Description: Designs\FB02 Address: 951 Old Stage Rd Specifier: City, State, Zip: Centerville , MA Designer: BC Customer: Cabral Company: Shepleys Code reports: ESR-1040 Misc: I Ivy ! i -^-d*,}Pp}i '3"� Lr r,; `� "g�.-,r^,y, 'T� - �'r^fig=`�._`.—_n4 - N• a+a = t -- r.. �"- k x";;� d .': .k�'�• y'' €:''. ty7 d+" *g.:tepz c4 ?7 e iYx ... f c#. 1 �.*...•`i b'S, $ ', r .4 14-00-00 BO 131 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 3,780/0 3,206/0 2,520/0 B1, 3-1/2" 3,780/0 3,206/0 2,520/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 14-00-00 40 10 06700-00 2 Wall Unf. Lin. (lb/ft) L 00-00=00 14-00-00 0 80 n/a 3 ceiling Unf.Area (lb/ft^2) L 00-00-00 14-00-00 40 10 k 06-00-00 4 ceiling Unf.Area(lb%ft^2) L 00-00-00 14-00-00 10 10 06-00-00 5 roof Unf.Area(lb/ft^2) L 00-00-00 14-00-00 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location , Pos. Moment 22,877 ft-Ibs 71.7% 100% 1 07-00-00 End Shear 5,708 Ibs 48.2% 100% 1 01-03-06 Total Load Defl. U278 (0.585") 86.4% n/a 3 07-00-00 Live Load Defl. U466 (0.349") 77.2% n/a 6 07-00-00 Max Defl. 0.585" 58.5% n/a 3 07-00-00 Span/Depth 13.7 n/a n/.a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-112"x 3-1/2" 7,931 Ibs n/a 86.3% Unspecified LDlIVG 04 p B1 Post 3-1/2"x 3-1/2" . 7,931 Ibs n/a 86.3% Unspecified r Cautions . TQ APR 1�2®� Member is not fully supported at post BO. A connector is required at this bearing. W Member is not fully supported at post B1.y A connector is required at this bearing. N®FB4RNS71 Notes . Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Fastener Manufacturer:Simpson Strong-Tie, Inc. Page 1 of 2 r ®Boise Cascade Triple 1-3/4" x 11-7/8"VERSA-LAM® 2.0 3100 SP Floor Eeam\F1302 Dry 1 span No cantilevers 10112 slope April 10, 2017 12:18:25 BC CALC@ Design Report Build 5837 File Name: BC CALL Project ' Job Name: Cabral Residence Description: Designs\FB02 Address: 951 Old Stage Rd Specifier: City, State, Zip: Centerville , MA Designer: BC Customer: Cabral Company: Shepleys Code reports: ESR-1040 Misc: Connection Diagram Disclosure �►{ b a Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum = 1-1/2"c=4-7/16" (800)232-0788 before installation. b minimum=6" d = 12" e minimum= 1" BC CALC®,BC FRAMER@,AJS- ALLJOIST@,BC RIM BOARD-,BCI@, Install Screws with screw heads in the loaded ply. BOISE GLULAM- SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Connectors are: SDW22500 VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. r ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP' Floor Eeam1FB02 Dry 11 span No cantilevers 0/12 slope April 10,.2017 12:18:28 BC CALCO Design Report Build 5837 File Name: BC CALC Project Job Name: Cabral Residence Description: Designs\FB02 Address: 951 Old Stage Rd Specifier: City, State, Zip: Centerville , MA Designer: BC Customer: Cabral Company: Shepleys Code reports: ESR-1040 Misc: Mv 7 t' S t jF x w 9,C,f w �„�`:j �+.�`' f4tt k .2.'�. . -.-•,.,..-.* ...�a-.» ` z'. �w''.�� -. --re �� i5 i `�rc_ 14-00-00 BO B1 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2"- 3,780/0 3,206/0 2,520/0 B1, 3-1/2" 3,780/0 3,206/0 2,520/0 Live Dead Snow Wind Roof Live -Trib. Load Summary Tag Description Load Type Ref. Start End 10o% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft"2) L 00-00-00 14-00-00 40 10 06-00-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 14-00-00 0 80 n/a 3 ceiling Unf.Area(lb/ft^2) L 00-00-00 14-00-00 40 10 06-00-00 4 - ceiling Unf.Area(lb/ft^2) L 00-00-00 14-00-00 10 10 06-00-00 5 roof Unf.Area(lb/ft^2) L. 00-00-00 14-00-00 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 22,877 ft-Ibs 71.7% 100% 1 07-00-00 ` End Shear 5,708 Ibs 48.2% 100% 1 01-03-06 Total Load Defl. U278(0.585") 86.4% n/a 3 07-00-00 Live Load Defl. U466(0.349") 77.2%" n/a 6 07-00-00 Max Defl. 0.585" 58.5% n/a 3 07-00-00 Span/Depth 13.7 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 7,931 Ibs n/a ' 86.3% Unspecified B1 Post 3-1/2"x 3-1/2" 7,931 Ibs n/a 86.3% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. r Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Fastener Manufacturer:Simpson Strong-Tie, Inc. Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100'SP Floor Beam1F1302 Dry 1 span No cantilevers 1 0/12 slope April 10, 2017,12:18:28 BC CALCO Design Report Build 5837 File Name: BC CALC Project Job Name: Cabral Residence Description: Designs\FB02 Address: 951 Old Stage Rd Specifier: City, State, Zip: Centerville , MA Designer: BC Customer: Cabral Company: Shepleys Code reports: ESR-1040 Misc: Connection_Diagram Disclosure r►{ b d Completeness and accuracy of input must 1—� be verified by anyone who would rely on a . 0 output as evidence of suitability for C particular application.Output here based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum= 1-1/2"C=4=7/16" or ask questions,please call(800)232-0788 before installation. b minimum=6" d= 12" e minimum= 1" BC CALCO,BC FRAMER@,AJS- ALLJOISTO,BC RIM BOARD-,BCIO, Install Screws with screw heads in the loaded ply. BOISE GLULAMT" SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUSO,VERSA-RIMS, Connectors are: SDW22500 VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. r r t I .®Boise Cascade R Triple 1-3/4 x 9-1/2 VERSA-LAMO 2.0 3100 SP Floor Beam\F1301 Dry 1 1 span 1 No cantilevers 1 0/12 slope April 10, 2017 12:18:31 BC CALCO Design Report Build 5837 File Name: BC CALC Project Job Name: Cabral Residence Description: Designs\FB01 Address: 951 Old Stage Rd Specifier: City, State, Zip: Centerville , MA Designer: BC Customer: Cabral Company: Shepleys Code reports: ESR71040 Misc: 12 4 J,y.. :�i� ;+�".teas. � ..�=F �..� .-�:a �� _a,x,� +�_a:`_,r.� �• ?" _.',�"�`�'a�.� -r '� ' -,s Y --e a+�i1��� ,* § a�,fit, � .• � 12-07-00 BO 61 Total Horizontal Product Length=12-07-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,271 /0 1,416/0 B1, 3-1/2" 1,271 /0 1,416/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 ceiling Unf.Area (lb/ft"2) L 00-00-00 12-07-00 0 10 07-06-00 2 roof Unf.Area (lb/ft^2) L 00-00-00 12-07-00 15 30 07-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 7,846 ft-Ibs 32.6% 115% 1 06-03-08 End Shear 2,224 Ibs 20.4% 115% 1 01-01-00 Total Load Defl. U526 (0.277") 45.7% n/a 1 06-03-08 Live Load Defl. U998 (0.146") 36.1% n/a 2 06-03-08 Max Defl. 0.277" 27.7% n/a 1 06-03-08 Span/Depth 15.3 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,686 Ibs n/a 29.2% Unspecified B1 Post 3-1/2"x 3-1/2" 2,686 Ibs n/a 29.2% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. , Design based on Dry Service Condition. Fastener Manufacturer:Simpson Strong-Tie, Inc. , Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F601 Dry 1 span No cantilevers 1 0/12 slope April 10, 2017 12:18:31 BC CALCO Design Report Build 5837 File Name: BC CALC Project Job Name: Cabral Residence Description: Designs\FB01 Address: 951 Old Stage Rd Specifier: City, State, Zip: Centerville , MA Designer: BC Customer: Cabral Company: Shepleys Code reports: ESR-1040 Misc: Connection Diagram Disclosure �►{ b d Completeness and accuracy of input must �—I be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. • • • Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2%=6-1/2" (800)232-0788 before installation. b minimum =6" d=6" e minimum — 1" BC CALCO,BC FRAMER@,AJS- ALLJOISTO,BC RIM BOARDM,BCIO, Install Screws with screw heads in the loaded ply. F BOISE GLULAMTM SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Connectors are: SDW22500 PLUS@,VERSA-RIM@,VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. r ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAW 2.0 3100 SP Floor EeamT1301 Dry 11 span') No cantilevers 1 0/12 slope April 10, 2017 12:14:02 BC CALCO Design Report Build 5837. File Name: BC CALC Project Job Name: Cabral Residence Description: Designs\FB01 Address: 951 Old Stage Rd Specifier: City, State, Zip: Centerville , MA Designer: BC Customer: Cabral Company: Shepleys Code reports: ESR-1040 Misc: I l i l I I I I I I I I I I 21 t ..a S a #\ :, r� +n. t ,a e ad «ax 77 see xa u « .�.-Sa 3�Fk-b'z+a �3« � '-"..+-�.,� ..-, 12-07-00 BO B1 Total Horizontal Product Length=12-07-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live. Dead Snow Wind Roof Live BO, 3-1/2" 1,271 /0 1,416/0 B1, 3-1/2" 1,271 /0 1,416/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 1000/0 90% 115% 160% 125% 1 ceiling Unf.Area (lb/ft^2) L 00-00-00 12-07-00 0 10 07-06-00 2 roof Unf.Area(lb/ft^2) L 00-00-00 12-07-00 15 30 07-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 7,846 ft-Ibs 32.6% 115% 1 06-03-08 ` End Shear 2,224 Ibs 20.4% 115% 1 01-01-00 Total Load Defl. U526 (0.277") 45.7% n/a 1 06-03-08 Live Load Defl. U998 (0.146") 36.1% n/a 2 06-03-08 Max Defl. 0.277" 27.7% n/a 1 - 06-03-08 Span/Depth 15.3 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,686 Ibs n/a 29.2% Unspecified B1 Post 3-1/2"x 3-1/2" 2,686 Ibs n/a 29.2% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Fastener Man ufactu rer:Simpson Strong-Tie, Inc. Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Seam1F1301 Rom. Dry 1 span No cantilevers 10/12 slope April 10, 2017 12:14:02 BC CALCO Design Report Build 5837 File Name: BC CALC Project Job Name: Cabral Residence Description: Designs\FB01 Address: 951 Old Stage Rd Specifier: City, State, Zip: Centerville , MA Designer: BC Customer: Cabral Company: Shepleys Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based C on building code-accepted design properties and analysis methods. • • • Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum = 1-1/2"c=6-1/2" (800)232-0788 before installation. b minimum =6" d=6" e minimum= 1" BC CALCO,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD-,BCIO, Install Screws with screw heads in the loaded ply. BOISE GLULAM- SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Connectors are: SDW22500 PLUS@,VERSA-RIM@,VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Cascade Wood Products L.L.C. t II TOWN OF BARNSTABLE BUILDING PERMIT AIPPLICATION Map ��2- 005 OAS Parcel Application Health Division Date Issued 0, Conservation Division .L Application Fee Planning Dept. Permit Fee US d Date Definitive Plan Approved by Planning Board Historic - OKH. _ Preservation/Hyannis , e� �s Project Street Address 015 C Old S44c-U. Village ` s Owner M Address Sarre Telephone T7Ll-J34- &.535 n Permit Request Square feet: 1 st floor: existing 1056 proposed 2nd floor: existing 153E proposed Total new Zoning District Q,F Flood Plain Groundwater Overlay Project Valuation S 0M. Construction Type Lot Size 1 �� atv� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family LJ/ Two Family ❑ Multi-Family (# units) Age of Existing Structure 2) y Historic House: ❑Yes Q-No On Old King's Highway: ❑Yes Q No Basement Type: W-Full CR Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) IOS6 Number of Baths: Full: existing_ new 0 Half: existing 0 new 0 Number of Bedrooms: 3 existing 0 new Total Room Count (not including baths): existing 8 new 0 First Floor Room Count S Heat Type and Fuel: QtGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes X No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing R new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No JJ If yes, site plan review# Current Use res IA., tt4i tA Proposed Use Sa�� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 7144964635 Address QS� Ic( S K.�T• License# �— Cook,.r'v' 1U_ Home Improvement Contractor# Email In"k-b01XQ IM511•CO w1 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO T6.6 1"A' 1 l ,nor 6W SIGNATURE DATE J�Sl�7 f FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ;j FRAME 8 � 4 2,�//cr INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL -PLUMBING- ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The ce OffWa qfhzP=Va&vm gee W0mSarmi . AasfvY4 HA Ong mmmom Walkers' Cmapensafim Immmos Affidxvit:Seri s e Imfmmaf Du 'Please-Prfi Lem,.. .Nm= Md4=Cc it" C4&ate CA4 k -v; I1 M 4 0Z632 -.v,--` -71 LI 436-9535 Are}emu an a gAoJer?Oteektim appropriate bay Type of 'eet€rerlua ed}: I_❑ I mn a emPkTW 4. ❑I am a ge�a a Cadmetar sacs I 6- l+ieea empkyew(M andfor part-me * fimhimdgm 2.❑ I am a sale prupdetx orgartmer Fisted oaflle aftached.slier .'I- ❑Reznndelisrg ship and ham as emplyem use sub-conract=have S. F Demnl a fOrme,m any capacity emp"S em andhave ems' [No WMIMM. comp insam a.# • .i 9. ❑Building anion I I ❑ We are a cmpazaf m and its "16-El Eledtical repairs cr adc5fmas 3. 1 am.a barawmar doing 0 vde of mmrs have excised thew 1L❑F1=A im3 epai m or mmt = ' IEND agbE of M(M ca d-]';camp, Perc.M g 1{4k aadwe hme au 1 Road eRtoyees.[NO vmke s` 13_❑ogler COmp- TMCS120'�74�ID 54� �a,L di B amyim"`�b x�znj&mbjm,,td Gt 5Qbm1r 811ES9a��TF�IDd]CY3m�S=jL ! ' 'Chz=CfamtEu&C%ea t&box==rft mEaddiffmil shed sho d=g fhm i m Cf 1f1F 5ad state bmm TPti�sr�-eesbacB Eragtvy Szeyaat�pID41dE&¢a aar�'Cm*P � -raw , dpr is ribspa ry areiiah arts infornudbiL hzmmnm y POHCy41or Seff j .7sa `_ Job Me - Attach a me py of the workers'coompeuatiaagolicy deciar•em Page'(shag the PDRCY nMMber aad a paatinn date}., Failure to sec=coverage as require3underSeztion 25A ofMM m l52:cau 1md tD fire i of taus- Peuallaes of a fine up tQ SL50a OD sadfor aoe-yearimpdmnmezg�as welt as curl peualt es m fie fig of a STOP WGFX ORDERand a fme, of up to a day ag&rust the violator. Be ads ed tat a copy of flue stateme Abe f mvmded to the Office of Ions afthe DlA f tiisar�c coverage vefla . F do hamby=#yj air&i pours audpstmbks qfpeCrWy thiarfhe smari'aa€raap.m idsd abm hF bras amid carrel L cS 8 /7 Phom o,,UEid ame aalj. 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BQIt Embedment-mnQefa FFig 5}----- -7 }n.y 7" BDif Embedment-irraSgtYy Piafi=Waste'. - - (F)_q 5) >3`x Y x 3. 3_1 F'L-ODRS - Flow- amfrsj member spana rherimd (pet 730 CMR Cf 55) Niarim FlgDr Opening pimensian (Fig 6) _ft<_ Full Height Wall Studs at Fbw O,perfmgs less than Z 5vm Exfe r wall Fig 6)----_-. ._ M&)inti n F1g6r Joist Seim - - Sup wfhg Loadbeamg Waits Dr 5hBa vvaI[ (Fig 7) $5 d Maximurn CanblevredFDwJDisis- -�— SttppMtg LM&Matmg Waifs or SheatRan (Fig 8) _ft S d FIoDrBracdng at Endv��o (Fig g) FfoorShea ingType —(pe'r7B0 MAR MapferSS) Floor Sha3ifing Th}cimess '_(pet 730 CMR ChapiEt 55) 3 Flow Sheatfring Fastening _ (Table 2)_ d traits at LJul edge 11_- field 4.T WALLS Laat�e taroks (Fig 10 and Table 5) c10■ `/' NDn-i0ad>SaIbg Walls_ (Fg 10 and Table 5) Wad Sfud Seacing - - (Fig 10 and Table 5) iiL_<Z4 czr_ - VvaH Stwy Oheft [Fgs 7 8) ft.c d 4-2 tDC�Dl�WAL& ' Wood Studs Loadl lag' (Taints ` Zx�-_�if in. ✓ hiDn4dbeatu►4waIIs. (7ab}e5) 2x Gable End Wag Bracing t � --- Fall f-leig�f adwall ids (Fig 10) _ • " WSP,A-tfc Sur Langt �Fkg 11) ft LWl3 •G`FSUM CaMg L=Jth(tf WSP not used) '(Fig 11) and 2 x4 Mmdr u =LaiarW Brace P_S tb a_c._(Fi911)---�_.______..__.__ - - or Z x 3 ce�g futr'mg sfigs @ i 6`spacing-min.tsar 2 x 4 blocidng�4�sparring fn end jaLst ar trztss bay:; - Doable TDP Plafi-_ _ Sprir.e Lwqlh - (Fig 13.and Table S)_� - ft f(1 C UuFde to Wood Carrslrucdon it ugh ff77zzdArea3<_ 110 mph 1erzrd Zma _ Massachusetts Checklist fat Comp ance ma c-Rsnr?'-* . L�e�g.YVfaiI C•onnex�ns - - ,'Z ,/ - LafarW(no_of 16d Gammon ros) (Tables 7) - - NorlLmadbearbg Wag Cann caor m 2 ✓ LabSal(na:of 16d wtrunon rtar'Ls) [Tabu 8} Lead!3e$rae9 Ma DpB=gs(ra=Ird k9ast apaw;but dIaLk all Dpe fogs for=Tf]Phncs to Table-9) Header spkw (Table 9) it—IrL c 11, Sill Pula Spans (Table 9j - —m'w . Fig Hakjd Studs (nix of'ld�Jds) (Table;9) Man-Load Bewbg Wag Operfatgs(n=rd hgMst opm*g bGt check al openings for=npMr s fn.Table 9) � Hendee spar a _._- (Table 0) _ft- in.g 12` St7[Pfa1e Spans_, - (Table.9) - _ft in-g 1Z' FLA Hek tst Studs(M.of sfrsds) (Table 9) BderiorWag Sfsmalhing to Resist Upfift and S;teaC Slrru�eMW _ I ad==Mcfing D"anension,W z 5LB` 7, NDnrkW Height ofTalled Dpening ...._ Shas&iing Type Edgehfail spacing _ (Table 113 ornoba4 if less) (� -1 F Field Nall Sparing (Table 1 D) - . -1 4 ShearConne.�cfion(no_of 16d cmTm�n naUs)(Table 10) _ .--- PencEut FLA-Height Sheaftg (Table 10) S%AddfflDrral SheaSbg for Wall w&h Dpenbg>.T&'(Design Concepts) Wmdmurn BuRfing Dimension,L - 11 NDmiral I-leightafTallestOpeninyZ ��---__....---------- =-4 y g 7 -74 ` Sheathbg Type_ (note 4)_ • Edge Nat1 Spacing (Table 11 Dr rota 4 if less) a?- Feld Nall Spacing (Table 11) _ L —' Sher CDnnec6Dn(no.Df 15d commm nags)(Table 11) P=estt Frig-Height Shea$big (T.0,311) _ 5%addt6Dnat Sh5aiing far halt wfth-Bing>-Ts'(Design Conoepfsj W4 Ciadcfmg _ - ✓ - Raiad far Wir d Speed? 5-1 F-DOFS - : ✓ ie (FrRos ue4WC Spn -see BBRS Weser)Roof$amag mesnberspas l kaof Overhang (Figure 1-9) bh ft5srralter . of Z or L13 Thms;or Rafter CDnnecf ch9 at Leg Waifs - • Propdataty CDnnectors L�Z65 if ✓ . U ut __ (Table 12) _ P ✓• t If _ Shear [Tab a 12) S=-7-1.PIf RSdge Scrap Connacgons,lif collar yes not used per page 21--(Table 13) T. 'Z.Plf Gable Rake OUtIDDI r- (Fg[1re 2D)-- ft g smelter Df Z or LIL �C. Truss or Rater Connecfions at Notr4ae5a k9 Wags . Propti�ary CDnne�rs Lf= �l7)b.+ UpTdt— (Table,14) ✓_ Lama(no_of 15d mmmDn t;mlsj_(Tate 14)--_----. ..---.--1=ZOS Ib. Roof Shea$-ing Type (per 780 CAIlR GtSapfers 58 59)---_----- Roof'Sheafivng T cimess - �'Ti16` VVW RoDfmn9 Fadwfmg '(Table 2) tS . - 1. . This cl>ed6st d-ad be met in ft entirely,r=fudaig fate spur:e=epfaon noted in Z to comply wifh the raqukemezfs of 7BD CMR i3D721.1 Item 1. ff the cheakLt is met in ft en6refy then tftee fcAowing metal straps and held dot►,ats are not ��per�eo-WFGf�I 11t7 mph Guide: - . a steef Straps per FqL e _ UpMt Sims per F>gure 14 �L All Straps per Fgurm 1-1 . m Corner Sind Hold Dowet Fq_m 1Ba and Ftgura 1Bb _ 2 -E�fiom Dpaning heights; ns p Df up in a ft shag be peYm�d when 59�Ls added fn the pament full-height sheafLsing requaernsnis sftdm in Tables 10 and 11. 3'_ The bDtfatn s�plate in e�rior walls s�ial[be a miriarttnrt 2 ttt nottzinat thir3�ess Fre�tat=trr���ads i ,�IF�`CGcudefa H'DOd C�rzslrccctzOrt • ' � - -- _ bl-Hr�fr 1rLmdAr�=II0 MPfi H.rrrd,�a,ze Massachusett Che-cklst for imp ianc�(7sn:c poi r_i)� 4. a. . Front Tables 10 and 11 and lorafian of Wall sfi�and�du�g Aspect Raffia,de�znnze Percent Wtl-Heigh Sing and NA Sparing r nrents _ . b. ' Wrod Serra(Panels shall be rniffmLun fhidmem of 7116`and be installed as fonD L Panels shall be installed kph sb-angth aril parallel fm studs. . a. All h=kDrbJ jouft shag=r over and bd Faded in horning, - ia On single slaty cartstruri an,panels SW be aflached fo bafi=n plates and top inernber of fhe double top plat- -iv- Dn ivm slnry man,upper pm-els sftall be atachad fo fhe tDp njwnber of the upper double top plate and to band jDM at hat m of panel.Upper anal}mmnt of!Duper panel shall be made to band)Dist and!outer affadtm made fo low plafa at fh-st Haar frambg. . V. Harfmnlaf and spacing at dpuble top plates,band joistc,and girders shaft•be a double rD r of ad staggered 2t 3 lom)Es on cep per F,Les below:Ue�ra and Horimntat NMTng for Panel Alf acl7ment Glazing pin a) house *naw or hortmnfal addd6on-rewired if ppjmcf js Inge or dasei in shore r neTalf�►,soufh of Rf-.26 or ncw&of Rim.6) _ b)verfical addimn—not required rmiess there is�renoa�on to the first ffDw c}rMPhmmentWdmtrs—needs enr_rgfmnmxvafm rnmpGa R—:only Cdiap g3) ' FL[food Frame Cmistuctim Manual CWFCM)far 110 MPH,ExpamzL-B may be obtained fmtn the American V�aod CounA7 (Awb)Welm - EDNEFrEsMMd, - J - FrlSEs3UkC$ ATfi b= s< tl . .•K t 4 I _+ tt i It lra c °r It ii Ir as fi r l _ I i t i. r i � - �• �/ It tQ sa Il i ` t�E=F'N7Lo[tavn= - 1I LA E . It49 IL L 15 1[ 1r- - r L 1 r rt [ I • 11 ,;It r _ ' jj �1Y+�� 1`t Ti:S4PAI-FH�I1 2 34 =UBLE s7r-rSPAcm IIETAL _ Set Bala$on Npe±Page - ` -lrerfical end HorizotTfa{3�rTing , - ��(.for Para fffarh=t �erli�al And Holiz�rti�I hlarTu�g Panel Afiaaf=eq¢ i Town of Barnstable Regulatory Services , serwma. * Richard V.Scab,Director. Nua a Building Division: Paul Roma,Building Commissioner . 200-Main Street,Hyannis,MA 02601 www.town.barnstable.ma.48 Office: 508-862-4038 Fax: 508-790-6230 ` ,,Property,Owner Must Complete and Sign TJre n If Using A Bui . y 2 i I ,ahe subject property F ` hereby authorize 4 to act on my behalf m in all matters relative to work auth ' ed by this buil permit application for. (Addres of Job) **Pool fences and alarms are the r sibility of the applicant Pools- are not to be filled or utilized be fence is installed and all final . inspections are performed and ac ted. 'Signature of Owner --S, a of Applicant Print Name Print Name Date Q:FORMS:OWNERPERIMSIONPOOLS Town of Barnstable Regulatory Services aka Richard V.Scali,Director , Building Division t t Paul Roma,Building Commissioner KAM F�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION S�g�� 1 Please Print DATE: �j� JOB LOCATION: -1 Q S0 OId cSroudK- "��. C"?Lklev➢ I Ile GVi fF- village number /' 1-ra,, 77+' ?66-1?637c "HOMEOWNER": name home phone # work phone# CURRENT MAILING ADDRESS: qS I cityhown state ,zip code 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 whichAhere is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable-to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) 4 t 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, /she will comply with said procedures and requirements. 4WAA C,�114 Signature of Homeowner Approval of Building Official � a M 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,l3omeowner 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 this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 06/20/16 f LAW OFFICES OF PAUL R. TARDIF, ESQ., P.C. 490 MAIN STREET YARMOUTH PORT,MA 02675 (508)362-7799 (508)362-7199 fax Paul R Tardif,Esq. Melissa G.MacLeod,Esq. ptardif@tardiflaw.com www.tardiflaw.com melissa a,tardiflaw.com REFER TO FILE NO. March 24, 2017 BUILDING OEPT. Carol Puckett, Admin. Assis. Zoning Board of Appeals 'JUN 12 2017 200 Main Street Hyannis, MA 02601 TOWN OF BARNSTAI 6Lt RE: Zoning Appeal-951 Old Stage Rd and 71 Washington Bursley Way,Centerville ' Mark Cabral, Christa Cabral and Katherine Yetman- Petition#2017-021 Dear Ms. Puckett: Enclosed please find a copy of the Board of Appeals Decision, which was recorded, for the above referenced matter on June 7, 2017 in the Barnstable County Registry of Deeds in Book 30541, Page 60. Please note that a copy of the recorded Decision has been forwarded to the B ' ding Department for their records. I thank you for your assistance in this matter. V y ly Yours, ul R. Tardif cc: Mark and Christa Cabral Katherine Yetman Paul Roma, Building Department Town of Barnstable Zoning Board of Appeals Decision and Notice d^� 4 Variance No. 2017-021 —Cabral and Yetman ,,. , Section 240-13 and 240-36 — Bulk Regulations for RC Zoning District To allow the Petitioners to swap an equal area of land to reconfigure the boundary line between two lots Summary: Granted with Conditions Petitioner: Mark J. Cabral, Christa E. Cabral, and Kathleen S. Yetman Property Address: 951 Old Stage Road and 71 Washington Bursley Way, Centerville Assessor's Map/Parcel: 172/005-001 and 005-002 Property Owner: Mark J. Cabral, Christa E. Cabral, and Kathleen S. Yetman Zoning District: Residence C jj Hearing Date: April..262, 2017 r�ri;,.P�+:- ���'u i s+�M { (/ Recording Information: Deed Book 13685 Page 138 �0`1 i P-fir;'; `?Pi4"1:37 Deed Book 23602 Page 298 Plan Book 444 Page 82 Background Mark J. and Christa E. Cabral and Kathleen S. Yetman petitioned for a variance from to Section 240-13.E — Residence C Bulk Regulations and 240-36.1D Resource Protection Overlay (RPOD) District regulations. The petitioners proposed to swap an equal area of land to reconfigure the boundary line between two lots. The size of the new lots, 45,232 and 56,004.square feet respectively, will remain unchanged, but will be less than two acres (87,120 square feet) as required by the Resource Protection Overlay District (RPOD). The subject properties are addressed as 951 Old Stage Road and 71 Washington Bursley Way, Centerville, MA as shown on Assessor's Map 172 as Parcels 005-001 and 005-002. They are located in the Residence C and Resource Protection Overlay Zoning Districts. These two lots were created by an Approval Not Required Plan and are shown on Subdivision Plan of Land (Centerville) Barnstable Mass dated September 30, 1986 and endorsed November 2, 1987 in Plan Book 444 Page 82. The property addressed. as 951 Old Stage Road, Centerville, is located in the RC and RPOD Zoning Districts, as well as the Aquifer Protection Overlay District, and is presently improved with a single family dwelling, constructed in 1996. The property contains 1.04 acres, and has 250 feet of. frontage on Old Stage Road. Approximately 55 feet of the southeasterly portion of the lot lies within a 210 foot wide Commonwealth Electric Company easement. The property addressed as 71 Washington Bursley Way, Centerville, is located in the RC and RPOD Zoning Districts, as well as the Aquifer Protection Overlay District, and is presently improved with a single family dwelling constructed in 2000. The property contains 1.29 acres and has 45 feet of frontage on Old Stage Road and approximately 40 feet of frontage on Washington Bursley Way in Centerville. Approximately 40% of the southeasterly portion of this lot lies within a 210 foot wide Commonwealth Electric Company easement. Proposal & Hearing Summary Variance Petition No. 2017-021 seeking relief from Section 240-13.E — Residence C Bulk Regulations and 240-36.1D Resource Protection Overlay. (RPOD) District regulations was filed at the Town Clerk's office and office of the Zoning Board of Appeals on March 24, 2017. 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 hearing was opened on April 26, 9 � I Town of Barnstable Growth Management Department Decision Variance 2017-021—Cabral/Yetman Valiance 2017 at which time the Board found to grant the Variance subject to conditions. Board members deciding this petition were Brian Florence, Alex Rodolakis, Matt Levesque, Spencer Aaltonen, and Herbert'Bodensiek. The hearing was opened.on April 26, 2017 with Attorney Paul Tardif representing the Petitioners. Also present was Mark Cabral. Attorney Tardif reviewed the petition and stated there will not be any change to the square footage of the lots. He described the shape of the lots and the 210 foot wide easement running through the properties which presents a hardship to the owners. Attorney Tardif stated his client had negotiated an easement to use the Washington Bursley Way and relinquished rights to access on Old Stage Road. The Board Chair requested public comment. No testimony was given. Findings of Fact At the hearing on April 26, 2017, the Board voted and made the following findings of fact in Variance No. 2017-021, a request to swap an equal area of land to reconfigure the boundary line between two lots. The statutory requirement of MGL Chapter 40A, Section 10 for granting a variance is a three- prong test. The Board made the following Findings: 1. Owing to circumstances related to soil conditions, shape, or topography of such land or structures and.especially affecting such land or structures but not affecting generally the zoning district in which it is located. The Board found that the lot is unique in shape. 2. A literal enforcement of the provisions of the zoning ordinance would involve substantial hardship, financial or otherwise to the petitioner. The Board found that the existing 210 foot wide easement presents a hardship to the owners. 3. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. There is no change to the use of property. The Board voted to accept the findings as follows: AYE: Brian Florence, Alex Rodolakis, Matt Levesque, Spencer Aaltonen, and Herbert Bodensiek NAY: None Decision The Board voted to grant the requested variance with conditions as follows: 1. Variance No. 2017-021 is granted to Mark J. and Christa E. Cabral and Kathleen S. Yetman for a Variance pursuant to Section 240-13.E— Residence C Bulk Regulations and 240-36.D Resource Protection Overlay(RPOD) District regulations. The petitioners are proposing to swap an equal area of land to reconfigure the boundary line between two lots. 2. The improvements shall be in substantial conformance with the site plan entitled "Plan of Land at#951 Old Stage Road &#71 Washington Bursley Way Centerville, MA.prepared for Mark Cabral Et. Al." by down cape engineering, inc., dated March 27, 2017. 3. This 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 of a building permit. The rights authorized by this variance must be exercised within one year, unless extended. 2 Town of Barnstable Growth Management Department Decision Variance 2017-021—Cabral/Yetman Variance AYE: Brian Florence, Alex Rodolakis, Matt Levesque, Spencer Aaltonen, and Herbert Bodensiek NAY: None Ordered Variance No. 2017-021 to allow the Petitioners to swap an equal area of land to reconfigure the boundary line between two lots is granted with 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 one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty days after the date of the filing of this decision, a copy of which mu be filed in the office of the Barnstable Town Clerk. i Brian Florence, Chair Date Signed I,.Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this 3� day of under the pains and penalties of perjury. a ,. Ann Quirk, Town Clerk Tp�, Q 7; j,MASS.. ILIO.•� 1G39• �� MA\( 3 °`T►�1 �� 'own of Barnstable &MMSPABL6. Assessing Division �PrE .p � 367 Main Street,Hyannis MA 02601 D MAC www.town.barnstable.mams Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION April 14, 2017 RE: Adjacent Abutters List For Parcel(s) : 172-005-002 71 Washington Bursley Way Centerville, MA 02632 As requested; I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable .4/5/2017 , AbufterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '172005002' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 34 ER 9 Close Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed C ityStateZi p 17200300*1 DAVIS,BRIANA J 23 ANTICO LANE CENTERVILLE,MA 24381/336 02632 172003002 FOCHT,TAMARA L 638 NORTH GARFIELD BERNVILLE,PA 12558/69 RD 19506 172003003 GREW,MICHAELT& 45 ANTICO LN CENTERVILLE,MA 13338/103 KATHLEEN A 02632 172003004 RICH,CHARLES J& 55 ANTICO LN CENTERVILLE,MA 12975/81 KELLY A 02632 172004001 ANTICO,LOUIS J TR. ANTICO WOODS OPEN 163 TERN LN CENTERVILLE,MA 10665/217 SPACE TRUST 02632 172004002 PIZZILLO,PATRICIA& 61 ANTICO LN �! CENTERVILLE,MA 12544/293 PERRY,ELLEN M 02632 172005001 CABRAL,MARK J& 951 OLD STAGE RD CENTERVILLE,MA 13685/138 DELANE,CHRISTA E 02632 172005002 YETMAN,KATHLEEN 71 WASHINGTON CENTERVILLE,MA 23602/298 BURSLEY WAY 02632 172005003 MCDONALD,JANE C, KELLE M TRS JANE C MCDONALD 60 ANTICO LANE CENTERVILLE,MA 29960/164 JOHN M&MILLS, FAMILY TRUST 02632 172093001 TAVERNA,ROBERT J& 940 OLD STAGE ROAD CENTERVILLE,MA C141716 SALLY 02632 172099 VESPA,ANTHONY J 16 COACH LIGHT RD CENTERVILLE,MA C150869 02632 172100 HOPPE,THOMAS P 6 COACH LIGHT ROAD CENTERVILLE,MA C142166 02632 172101 DOSSANTOS,DALVA F 7 COACH LIGHT RD CENTERVILLE,MA C176020 02632 172102 NEWMAN,LAWRENCE 23 COACH LIGHT CENTERVILLE,MA C177103 M ROAD 02632 172155 VIGNEAU,JAMES A& 950 OLD STAGE RD CENTERVILLE,MA 7278/223 PATRICIA 02632 172156 LITTLE,ANDREW M PO BOX 99 BARNSTABLE,MA 27810/221 02630 172157 COURTEMANCHE, 960 OLD STAGE RD CENTERVILLE,MA 22104/258 VALDENY A&BRAD A 02632 172158 ROBISON,DEBRA A 962 OLD STAGE RD CENTERVILLE,MA 10979/32 02632 172163 DAUPHINEE,KARIN 22 COLLINS AVE — CENTERVILLE,MA 20434/214 LEE 02632 172167 YOUNG,JOSEE C 21 PRINCE HINCKLEY CENTERVILLE,MA 18923/43 RD 02632 172168 MULLANEY,JOHN J JR MULLANEY FAMILY 8 PRINCE HINCKLEY CENTERVILLE,MA 27492/282 TR REVOCTRUST ROAD 02632 172169 ONEIL,JOHN& 20 PRINCE HINCKLEY CENTERVILLE,MA 14872/291 NANCY RD 02632 172170 SLACK,HAROLD T& 54 WASHINGTON CENTERVILLE,MA 2411/336 30 ANN BURSLEY WAY 02632 172171 LABERGE,JIM 67 WASHINGTON CENTERVILLE,MA 28791/255 JEFFRIES&CHERYL A BURSLEY WAY 02632 BONVAN,KIAN IRA& 57 WASHINGTON CENTERVILLE,MA 172172 KIRSTEN D BURSLEY WAY 02632 29346/33 172173 LEE,ROBERT E 38 PRINCE HINCKLEY CENTERVILLE,MA 22605/165 ROAD 02632 http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?rype=ZBA 1/3. 4/5/2017. (— AbutterReport 172174 PUSATERI,ALICE R 50 PRINCE HINCKLEY CENTERVILLE,MA 26005/218 ROAD 02632 http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 2/3 f 4/5/2017 : AbutterReport 172175 MAHEDY,THOMAS P& 62 PRINCE HINCKLEY CENTERVILLE,MA 26998/178 JOSEPHINE A ROAD 02632 172177 WHITE,PATRICIA A 38 HENRY F LORING CENTERVILLE,MA 23871/162 ROAD 02632 SWANSON ROBERT A 48 HENRY F LORING CENTERVILLE MA 172178 &HEATHER ROAD 02632 26438/76 172179 GUIRE,GORDON L& 58 HENRY F LORING CENTERVILLE,MA P1384-G1 PATRICIA A RD 02632 172180 CABRAL,BRIAN P& 59 HENRY F LORING CENTERVILLE,MA 26928/266 TONYA M ROAD 02632 MACALLISTER, 49 HENRY F LORING CENTERVILLE,MA 172181 KIMBERLY A ROAD 026332 29473/186 BARTLETT, 31 HENRY F LORING CENTERVILLE,MA 172182 CHRISTOPHER W& ROAD 02632 11607/220 DONNA M This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 4/5/2017. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 3/3 Town of Barnstable Geographic Information System April 5,2017 173086002 172253 172011 172109 172104t 172103 172097 172113 192224 #1095 #19 #10' #6 172107 #27 #35 "#59 172096 #6 #1� 192225 172159 #1012 " 172102 '-- #73 111111111111MM. 1 0 172252 #1035 'ad' 172105 "; ..�#23T-:..': I 172095 172248 #2 �' #1000� `:'•.•-: ::: !' #85 a "172094 v192223 172012 172160 .•.•......' #26 ;.:::.... #99r �� #24 #1025• "'`' '" :172158 :_: .. • #97 192135 172251 172161 #'Tf y �� ;f�'^r!/>y t :-.:..- �'#18 ♦ #1015 ;" �^; /,.,✓ :.::.;_..,:: .:=; :,.:.:: 192222 Q !''. /f,.J 172157:`: #91 / 172164 + / i/: / ^J '7>, ': 192221 172162 /';.:: ./ G ,:i �f '. #960:'.. Q /,;' �,; 172249 172013 #2 r/ . ' ;' r ' > #85 192134 #14 'L' #40skim �.+'i /�! ,i % f/ ,yy' :ri a,/J%f% 9011 172250 172165 ., �, :',�:';/; �'.,,..' l• #4 172212 /i'j : :9y i i/i i i s :%ri/ ,/�•✓,. r :: ,,#-95t#/, 192220 _ Abby #1041 �. f!i r /' �/i"i r:/J :'/:/ , 172093002 172166 i; y� •,y i .:- +/ j;;'qi<'/.•."'+ , : #83 •►. #16 .. ! !;/i,fir ::;'; %j'�r";l.ri.>r ,i rj .: <' zi:...:•:: ,:. #944 192001 192219 192133 172014 ;.; f:G���i�j%j�r:i �%�i%,,. •.� ��y:> ;r.�t�•::f/j:'��,.. #900 #73 #76 172238 ► 7 r/ / 7 11 i., l:r ::. 172237 „ /ffr�/.l 'r`j5 172186 .r "r .."_ " /•yf%'Y y% ,1f/ A/ ' ,,/�/`,z•Tl �33001':::•:::. 192218 192132 #5 172185 #15 ,+/'/ �% /illf�f . .�- j, 4 ;if-% i� 192217 172016 #70Y 172187 (p .. r. 7 f/. ✓ // ✓ . ;'�/, ''i `/. :'•:.;':%;.'.'.:::. o ® ,fir ® #41" G# 172092 172213 :' :/i !.. /1, il7ffi�l y';. 1,j. 192131 #22 ♦ 172188 �►�� f '' i % 54rf .,: r 26 #3� : !�/ /j Sl'...�y�F� jj .5fl.•' i 192216 172016 �#y E4 192215 172189 i'%/7 ice;;i .� jf:. .��:/!f'z'%.�yf.;,%/• ,jri�/�yf/r/,'�,y•//�j„�fJ; �/%. #39 r 92130 I #1 #63 172174' 172215 :.-:.::-.. ,,. i i/% ice!!''.+,// Sri• /�/''���r°�/``%!•i.•,•,- :�:: / � � !ri sue; i:i•. #5� :�d1 '2175 i %''`/`, •�, 192214 417219 y`j' �. fJ,l7, Q 66 't- f �;.r.::..v:: G/;•%ice: w. ez 172017 A#62:':,'.:::'r 'l�i.i!!'!4i.,'' r 1. / /.. i: :: 192213 #25 Q / , 192129 'i„!i ri . '`!' y /;- i/ f r i i; �. / #28 192160 #.104 �:. '; r i ;fir.; ',i ' #888 .44, yRy rr: j f'l1 1'7f.i r, `///. //' Fii. i�,. ,✓ !� j%<,`fi;i ♦� !♦ ® 172216 4q l /,�.,;; ;r�i ..; ✓ /ram-T r i r :,:r, O 172176 ''+®►. /f/%�ae�•/i% ..:� /fir! ' .%��%/ '��+ %%// •:. A.. 7/7 g GRO `#26 #¢$ r xr,r: %i%I f�r� in; ! //i< ;r f. 192212 h fyf c +:;' / r.: - f./ /r. ,:;r r///lr� ./!. �OCd3,009 /_ 192128 At Q ,�...;.� = � ji/ r/ifl ri'i y d < #876 4 1- 159 172018 V �72191 f./: /!' //;: r /f/•.'•;; f ; 3'' 0AW 172217192158 O y� f''�%: jY tG%!✓/. ��i..•':!/' r�i'/�%rl f/�''j�,, i/ % #23 V �. 192 172162: �Qj•:r '� % i "//i'/S//!✓f'%: r+ ; ! l a #33 y 172226 #93 #31 :;::•`.: E#22 /`. i f r`i' .6EfT�'1 ' f .G/jr•/., 192127 � Q' � la+•:: „ �, ;/'�/%�j ,l�;:flf����..:��r,,-f !/ #4 192157 ,� 172183 l/i' /%i/'.> 't.,F /br ✓f<> r.,! .'.13Q03. l:' #17 172218 172193 ` ' / i 5y.%:%%/j, �! :.`;•.y% 5%�y%�!/,; ! •r! s%rA / #37 �72227 4 #107 #100 +. .;f: ,j.l r % i%%ri%i! '..%%jl:j i/ /ii% ''•.`:: ® �#49:-' Jjr',;/��,. ,; J�r�.,..� //�! ..� /...: 171DD2 I #34 ,/_fii;;r j. /, /r,.�l�,,.�� /fir/ r; ,ir;�: i 172194 r172184172228 0 i/i/�i?i ,i "li /l :./>. f/ 72D03004•i ii!' Q� 172219 4r#44lox #117 #�9{ f /: f/' G..�i,,: :L '-#55:' ..r% /♦ 192046 172195 Sf 172004002-..:':::: c' 192188 172229 #127 172199 #:618? : .':.`.: = Z `#4 #120 # 6 192047 9212 3 #2272196 2 #821 � 1 i22D Fe 172 1 16 60. IVIL #137 #130 DISCLAIMERS:This map Is for planning purposes only. It is not adequate for legal Map:172 Parcel:005002 Zoning Board of Appeals(ZBA) boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Parties of interest are those directly opposite subject lot on W+ E are only graphic representations of Assessor's tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. such as building locations. Buffer /,• I `t►�To,,ti town of Barnstable( BARNS ABLE, = Assessing Division 9`bAr i6 9 04, 367 Main Street,Hyannis MA 02601 ED MA'S www.town.barnstable.tna.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION April 14, 2017 RE: Adjacent Abutters List For Parcel(s) : 172-005-001 951 Old Stage Road Centerville, MA 02632 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. �-� - �J' �( Board of Assessors Town of Barnstable I 4/5/2017, AbutterKeport Zoning Board of Appeals (ZBA) Abutter List for clap & Parcel(s): '172005001' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 26 I Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 171002 MASSACHUSETTS, DEPT OF 100 CAMBRIDGE BOSTON,MA 328/244 COMMONWEALTH OF ENVIRONMENTAL MGNT STREET 02202 172003001 DAVIS, BRIANA J 23 ANTICO LANE CENTERVILLE,MA 24381/336 02632 172003002 FOCHT,TAMARA L 638 NORTH GARFIELD BERNVILLE,PA 12558/69 RD 19506 172003003 GREW,MICHAELT& 45 ANTICO LN CENTERVILLE,MA 13338/103 KATHLEEN A 02632 ANTICO WOODS OPEN CENTERVILLE MA 172004001 ANTICO,LOUISJTR 163 TERN LN SPACE TRUST 0263E 10665/217 CABRAL MARK J& CENTERVILLE,MA 172005001 951 OLD STAGE RD 13685/138 DELANE,CHRISTA E 0263E 172005002 YETMAN,KATHLEEN 71 WASHINGTON CENTERVILLE,MA 23602/298 BURSLEY WAY 02632 172093001 SALLY NA,ROBERT J& 940 OLD STAGE ROAD CENTECENTERVILLE,MA C141716 172093002 GREENWOOD, JEFFREY R GREENWOOD PO BOX 230 CENTERVILLE,MA C200059 JEFFREYRTR REVTRUST 0263E 172099 VESPA,ANTHONY J 16 COACH LIGHT RD CENTERVILLE,MA C150869 02632 172100 HOPPE,THOMAS P 6 COACH LIGHT ROAD CENTERVILLE,MA C142166 02632 172101 DOSSANTOS,DALVA F 7 COACH LIGHT RD CENTERVILLE,MA C176020 02632 172155 VIGNEAU,JAMES A& 950 OLD STAGE RD CENTERVILLE,MA 7278/223 PATRICIA 02632 172156 LITTLE,ANDREW M PO BOX 99 BARNSTABLE,MA 27810/221 02630 172157 COURTEMANCHE, 960 OLD STAGE RD CENTERVILLE,MA 22104/258 VALDENY A&BRAD A 02632 172158 ROBISON,DEBRA A 962 OLD STAGE RD CENTERVILLE,MA 10979/32 02632 172163 DAUPHINEE,KARIN 22 COLLINS AVE CENTERVILLE,MA 20434/214 LEE 02632 172167 YOUNG,JOSEE C 21 PRINCE HINCKLEY CENTERVILLE,MA 18923/43 RD 02632 172168 MULLANEY,JOHN J JR MULLANEY FAMILY 8 PRINCE HINCKLEY CENTERVILLE,MA 27492/282 TR REVOC TRUST ROAD 02632 ONEIL,JOHN& 20 PRINCE HINCKLEY CENTERVILLE MAC 172169 NANCY RD 0263E 14872/291 172170 SLACK,HAROLD T& 54 WASHINGTON CENTERVILLE,MA 2411/336 30 ANN BURSLEY WAY 02632 LABERGE JIM 67 WASHINGTON CENTERVILLE MA 172171 JEFFRIES&CHERYLA BURSLEY WAY 02632 28791/255 172172 BONVAN,KIAN IRA& 57 WASHINGTON CENTERVILLE,MA 29346/33 KIRSTEN D BURSLEY WAY 02632 172173 LEE,ROBERT E 38 PRINCE HINCKLEY CENTERVILLE,MA 22605/165 ROAD 02632 172179 GUIRE,GORDON L& S8 HENRY F LORING CENTERVILLE,MA P1384-Gl PATRICIA A RD 02632 MEDEIROS JOHN BARBARA JEAN C/O DONNA M HYANNIS,MA 192001 CRAIG TR MEDEIROS R L T AGRT MEDEIROS 35 BRANT WAY 02601-2162 24509/152 http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 1/2 4/5/2017, AbutterReport This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 4/5/2017. I http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 2/2 i_ Town of Barnstable Geographic Information System April 5, 20 7 172253 172011 172109 172104 172097 ' 192224 172159 #19 #10 #6 172107 #27 172102' #59 172096 #101 #1035 #1012 4. #73 172105 $#21 172098 172095 .b► #'1000 720 ® 192223 #26 #85 1 94 172012 172160 �:::' -;�::'.�.�.�-._ #99 #24 + ® #1025 p #97 72158':: 172161 ::::: ., .•. ;/>';• °'•;:.;.; ._;.1 192222 #1015 #,962:!:' - #91 aft :o r. /: 164 / .>.• .AIM 172 r #2 172162 .y. '�• y/rr'/ 1. r./ i/r r':- "' :::'•-. 192221 #85 172013 / / it ✓ �1 r ( r/ , ✓ r #4' o / r ✓r �:,fJr L r / I 172165 l ✓ J r J. r -�1721 r / ✓, J •.r. 1 ./• .ten ✓%.✓ r• >r it r•r,f r.. > /, rr 192220 172212 72093 2: / ✓i. v: , #1041 172166 /.: ./////• .xFi'�. ! ./,/,r:' ,G,G. ,F, r.' /o.r, r,•r 172014 xr,-•. r� .r• `•ice r., r •: 92219 "sir /• ^f r,. �// r� /'• .✓ ,-/• 1 5#54. y;• r //: r :�. it #73 > •'r.:>:r/ >_. r �i r/i%.(";�' :" %�• !i�!� X.:fl.!•, <r>,>,/,. � #21i!°�`.i�'"/,% 5��f�, ,l,r�ll��.✓,/1 itlr�,'.::.` :.';•:._. :'..'::..':.[:: ::i:':•i.`.;'-.';,.` .''..� '.:�.'' i�/ �•,ra''i! Yf�, 'if•.✓��l /i/fir ,!.r ��rRJ/rr.-;r/:•5/ // Q:`/% '':�/ ! �%>r,-:Jr,/,r''</i�., �'/,; 172186 if r+ri i, r l .'/ / ✓r1 . s /�9 r10 , ,, ,yr/r;::ff::::::i ::.'.;.::: iL; ?;,,/, ;, <�r J / !//f?+ : (>�/f J.'� U �e !c..:..:.:.::: :.:.::::i'..'':: 192218 172185 #15 �/ ;I > f f� x r ! r/', /` //,. ./ /(�i(i; p ;l;%✓ v f Yri i. f! ;J /r i✓i+, i r r i-. 'z 192132 #3 ?G!J(721 �r ✓: /,r,l.r%' 'r/f/,. /' /. . ./si, ✓1i:rli ':i 192217 #57 -r 6F,i(r✓,/i`,r''/> �1i rlr,,.l•�,r /i.!./y�< !'`r`�' r/ y!" �t fr #64 0 ,��> .r,-',�^!✓ > r. 'r.' l•'r, r(` r%;.. �'� ,,'/r''�'y' f.,,,, >;�� /,'f• #49 G^� "' '. G/r<,�;;• 3✓r J,/f,.:'<`sr' // /,.�p ,,, l�r'r/ /1% :,rxfY. 172187 !< ,,%,f��!>` ,./i ''%� ', .>;r !J,r�r�:' r j�/� �%rrj,r f/r.�'r� //:I ;•r:. ;F/,- V .�/ .;ir"ri/,,�.i /r J�;,,r(/ r' .r �r f<, /ji• 'yy/-,> ?'.(/,.Y� / r(` #41 V rz,. �,� �1/�i �' ./,,r .'✓ r, i ! �/ -r, ,',� t r j%l;i/ :....• .. a.. G� .i/,i, '✓!' 'l/?.� ram`/il>r!/,ro. .�i i //r'r' 'r'"',4;;. 'fir//i �/w:r"/y�,.;f �4:.,.:i /�a:i::` 192131 172213 ♦� /,J,% /, ,, >y r �, ! J/`i.�;r / ,/ Sr r. /Fzl,fir f, g':: ♦ ;//,'� „'/r. y '/<,<!J'.r,<;`'.<<,�';<�.r,r:/17 06500,•lr;,.�,/ // !;. / / l;rr-.:.:.'.;:•': }�I G r/..;.,,r�.'yr/ .'.%!,:,F(r/';.' 4�',r.,,<r,.r,%,,..f,✓y, rr>/,r•/4:1r./ ,1<( .�(/`,. j,<,a.,.,/✓,i;/'!ri/r,/!..�i,i//•:Jrf..rJ✓./,.>!�f;'jr j'r<!r�;"i'✓�.�,•rr�r j,:'.: - #52 #31f 172188 192216 #47#53 •� ./ �: ��/� v',z!'J,rvr��'•,<4!,!i ./�///•,lr?off. %i <f/!%/z/; /.i��ii �,� /r�fjr,,/:: ..:-.-.i-.`•.. ♦ #38 :r% J. / i% r-J:✓`fXrr•'y ✓ r/: '/l� r�/ ✓.�, > l%r /� t ,r'; r,�" 1M1 -Q•r;'?�r..;�,;:', r%'• >�Ff % .>•'; / ' �;;'I'il �',�:"1r'r,,.r„j J��%;; r�,r•�: ..-.:':-..: 192215 :ry �ir' ;/�i' /! , �ri< r .i;, %r .6 / +' };i' r r ! %r / /x�J:'/:r;' ii::}•'.;:i:': 172189 v /rl. iff•. 'i/� iiii </:Y>rr" �jr'i,,.,,f/j/. �/.. 'V f;/t•'>,C';�r;r,{�i<�; '/�;� y/i rrr;:,;:.. - r.y <,l�'l %,r';:r e -; /xir^r: / r•�f'/: ,f�•f ��7! r ,�'r;• #63 172174 v,• /4 i%i/ �// tiri r > .jib / f"� .; fr.J r':/�%r /r/ - �✓ i�// /,•(:/,!✓J,l; '/. .r<! ✓� !; r�: /r/ 172215 #50 r if' t.! iY Y/�•,,r.'//:,/ i -✓,.,, �i, ,,�i/ %71I^,, !y/ •r. .r,! y.:y:/,/ ,!r:,,' 7 1!/.�/ /,/!,�/. #40 #5 ,1721 ' ' ,ir!%;:. %z ,✓ � ' r'r::,>�a .r , 'n4Y///a/EySs; i' 192214 Q 172175 i„x��� '>i :+li. iw�;. ,? x(,r, ��% e.r .:�' 6�. rr•., 1/:r.(r ✓.t,,/i*,.%!'/. '� ^r� .J/>. #25 >a� 172190 #62 ;�'�f/ `Yj r/ r, ,.... ,r/,,r!,./ .,, .y, ly,/f' x,r / ,rr ,>//. a�: 192213 192129 #6 � r!,! rJ f� .r''r!:.'./'`''/,i!! ,/,•rr Fii'r./, / ;,J/'`,<f< .r,'!.• � C �, f#888 #28 low /✓'r ^,t'/ I /,A. /j//r.1/fi� /ANY %;t✓1'/�,�i�, %.rF..'�' �. r•%�,r r rX N ✓//i •�1'�,<y_✓;r / /�,;;�,;��%,y�;,�lrr•�%''T YIP -:�%a! //:i�ti:r hi+f>"rfr`,%ice✓%%�J'�;�.r�r�.:riGy'. / ��''-/fr /`/i /`/�'.':::':-i:•>.".'. '✓i. r ,> .* is� r✓ "/'/ / /. i✓` r.:::>...;•.-.::::': h L 172176 � ;✓�_�r<= v i/�.;�,/.�:✓'✓/'�i/<f ff/r,�i;%; ''/,/�/�;/i/�. '^F / ,'%� Q 4y #26 172177 SYrPlf�>;j l:iY.r �Fr.�f/,r1 yr,/,;;/i�<<:�y�i✓/..1'%r��:��;l�'x!/f!%�ry.: �.:;:ir:::`.::i:•.-::i�•:�.: '.�: �'R HF '`rr:¢jl%;r,:�r•,/•%,.,:,<;.r,;L rrr/f/;/r+•,4;y.Jr r�,yr;.rf y�/iY.!i,%..r.:r<•;l��..;r ii47 0,.yl>:/�r/j//,/r//�.r�,�#,�23 r-1/(,i/ 19221 2#3817222 192128 851 #876l# 72191#7 172178 RY .%r,•,y .rr/Jy./r f^r , . ,.�%S .i�ri //.//� X1° 4S(.... � `./, ,,/.r rn`.✓F' ,yr<-',, :r•..• �.:,/., •r,/./, ,•, ;/.;.�. ''rJi;t%., .'/:,,� N.lr!/✓.rJ,. rrr✓.�rrr !// /!.r G / f/ f l r' r• / / 18 ,172 2 - '17102 9 1721 2 r , rr ( . 9 1, Y 1!2127 ,'✓ .�i. AL #4 .1721 83 172180 : 172 56 81 1921 1721 - 1721 93 #1 00 �.��172 005003 �'-. Q #107 8 e DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:172 Parcel:005001 Zoning Board of Appeals(ZBA) Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Parties of interest are those directly opposite subject lot on E are only graphic representations of Assessor's tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. such as building locations. Buffer I Town of:Bamstable. Zonmg Board of Appeals n� Notice o.Public HeanngsLnderlhe Zhning Ordnance 2 Townto7 Bamstatile April 26 2017 -- r � ' Zoning Bold afAppeais �'.��) NoticG of Public Hearings undeN2he Zonmg Ordmance fgallpersons interested moraKecfed 6ytheachans hftheZon(ng' f Apnl26 201Z ,,i Boardbf Appeals you are hereby,notdled pursuant to Se_cbon 1i of; Chapfe6 40A+oT the:General Laws of the Commonwealth:of Massa;I To'all persons fnterested.in or at(ected by tfie acbans ofthe Zoning cfiusett�=and all amendments thereto thaEa;ublic hea{jng on then :Board"af Appeals,:you"are`hereby nobfied;pursuaht'to Sect(aa]1;of foJlowmg'appeals will,be held on Wednesday April 26�21117 a[the Chapter 40A of the Geherat Laws oAtfie.bommonwealth'of Massa-i brfie Indicated c' : r- ; - : �- ' T chusetts,•andrall amendments[hereto that a pubTib;.hearing on the.J t ` following appeals will he held op Wednesday April 26 2017 at.the: Accessory ANordahle Apartment Praprom 6 30 PM "s F l(rileandlcated 'r a A+public heanng before the Hearing Officerwlll he Re(d'en the fof.i AceessogrAfPordable Apartment Program 6 30 PM ' r 3 �' lowin Chm iefiens(ve Permit a Iicahons made. d[suant Y, ter 40B ofgthe.Gene'ral Laws ofahe Commonwealth of M@ssachuaetts A'Public freanng hefhre'the'Hearinq Offl'ce�will he held an the tot and Chapter 8;Section 15 of the Code of the7owri o[Bamstable rthe lowing Comprehensive Permit applmatlons made pursuant to Chap , Accessory Affordable ApartmenCPrhgram. l ' ter 40BofthE:GeneraFLawsoitheCortimiinwealih•ofadassachusetts! M�FL - .j and Chapter 0 Section i 5 of the Cade of,.the To af.Bamstahle the 6 30 PM Appeal Nn 2013 024 _ Matchessault r Accessory Affordable Apartment Progfa : ;+Steven-Marchessault applied for and wasgranled a Com_rehenswe "` Permh.Under Chapte!4' oftlie General Laws_ot[he Co monwealth` 6r30 PM A eat No.2013 024 Marchessault of Massachusetts grid ih accordance with Article Il of:Cmt�agte{Nme Steven March ssault applied far and was granted a Cdipprehensive f _ of tne'Code of the To"Jun of.Barnstable Mr.:Marchessault acw ie ; Permit under Chapter 401,ofahe Generat,Faws of ttie;Commonwealth' guests a rescission of Comprehensive Permit No 2013=024 The of_NPpssachusetts,and In with Article 11'of Chapter,Nine' stject.pco`per is addressed 1:8.Taliy Ho Read Ea nsta6le M and' of tfie Coda of the.To'wn of.BarnstahleMr Marchessault now re-T shown-on;Assessars[Nap298es Parcel 070 Itls zo ed Resi ence , quests a rescission of'Comprehensive;Permd Nd;2013 024 'The;. and Res dance ? i .9 w r F c a�zz subject propertgis addressed 18 Taliy Mo Road Barnstable MA and` 6 31 PM Appeal No?2017 023 q�zHoward shown on Assessor's Map as Parcel 070 It Is ibned Residence j sPattle(a4AHoward has applied for a Comprehensive Permd to es II F-1 and Residence F 2. tahhsh a bne bedroom accessary affordable apartment�withG 6:31 PM Appeal Nb 2017-023 ? Howard �stJng dwelling Tha subject property is addressed f79 Bnstal Ave :Patricia A Howard,has applied for a Cbmprehenslue Permit toles i nuea,FTyannis JvtPAas shown on Assessofs Map 291 as Parce_E . 4ahiish a one bedroom accessary affordable-apartment wlthu)an ex i � zonedR Bence 8 z� ; i?{ ISting dwelling::The subjecf.properly Is addressed 179 Brlstul:Aye r Rs x �� hue;Hyannis MA.as shown on Assessors Map 291 as Parcel 107 Zomnp Board otAppeals 7 00 PM �t »F rr •-dwa It is zoned Residence B. „7n 0 PM_ App af.Nol2g1T021� r Cahial/Yetmaln i Zaning Board bhA�peals•:7 0QPM 1 �f�w�f 4 hi (ular)cJ and Christy E Cabrgin KathleeO:S yetman,have pets r 1 honed+fof'a Varlance�pursuant'td Sectlod,24013E -Residence-C 7i00PM:AppealNo:201.T021s .i_ ' ?.CahralrYetman, jB. gegulahons and 240-36 0 Resource Protectwn Overlay(RPOD); Mark) and.Chrlsta E.Cabral and Kathleen S Yetman hava'peft DlstncCregulations The petltloners are proposing to swap.an equal j tinned for a Variance.pursuant to.Sectipo 240 13 E. Residence C area of7anA to reconfi0ure the boundary.line bd{weemtwo lots s The Bulk'fiegufations:and 240-360-Resource ProtechonOverlay{RPOD); size otThe:new lots 95 292 and 50 U04.squarerTeetrespectively will Districtiegulatlons The:petdionersI proposing t6 sWap an eguali 4ren�am unchan0ed but will be-less than tuyo (2) acres. (973:20 area of land to recorifigura the boundary Ime between two fats Thet squarQ y�eet)`as regwred.hythe Resource Protectio(r Overlay Djsti.cq size.ofthe new lots:45,232 and 56,004 square feet respectively will! (RPOD) The'soh[ect properties'•are addressed'as 951 OId;Stage. remains unchanged, huf'will be"less than Road and 71 Nashln0ton`Bursley'Way CenterJdle'MA a;shown on' square feet)as required by the.Resdurce Protectlgn;Overlay Dlstristl, Assessors.Map 172 as Parcels 005 OI)1 and 005002 The><are.lo (RPOp)_•The subject properties are addressed as 951 OId:Stage' toted in the Residence C and Resource Protectmn Ov!,,,,a.,!Zonmg: Road and Yl3Wash{ngton Burnley Way,.Gentervdle;:MA as shown on" Dlstncts 1r a. Li t s �, * Assessors Ma'p'172 as'Parcels 005001_and 005 002r They are to j �z701 PM' Appeal No 2017 022= i7 _n�a cated In the Residence C and.Resource Proteatron OverlayZonrng Henry Edx and Tamasine Cor)way Gielg II have applied for a Spe_ Districts. +c } cIal PermR'm accordance wjth $eohor� 240 9&B Nonconforming vRAII PIVP.'Appeal No:2117-022'I(; � :,�G{eig yC Buildings�r`SWctures'The applicants are proposing td add two(2) Henry Fox and Tamasine Conway Greig II have applied for a Spe j decks gffoflhe3hack_dithe existing dwelling Elf clot Permit In accoNanca with Section 240 92.B Nonconforrmg will encroach intd.tbe-minimum ten j10)foot side yard setback re-: Buildings or Structures:-`The applicant's are pyoposl g to add iwi (2) gmremeritof thezbningdstnctm'which(tin located The property is: decks off oef the back of the e.Ntlng dwelling The;proposed_decks addressed;asi93 HawesryAvenue F{yannis�tMA as shownkap�Asses_ III encroach.Into the minimum ten(10)fooLside_yard setbaclrlre-t sods Map 323as Bartel 011 Ills located(mthe Residence B Zoni g qulreaient of the zanm�distrlct In which I is located.,The proper ts; �D a� �,,��,3 . i addressee as'93 Haw. ,'IWeme,Hyarin)s MA:as:shown on Asses � a Js K �a sdr s Map 323 as Parcel 011:It Is located in the Residence B Zoning( ig,TJi ese public hearings will be helA_at the Barnstaltle,Town Hall 367! Dlstnct n - •` ' F"} i 6Mam Street Hyannis yMA eanng Room located on the 2nrCFloor a.' s f '6� Wednesday;Apr(C26 2017 Plans and applrcatlons may;berevlewed These publicrheai{ngssWill be held atthe-Barnstable Towp HaIf:36I•, attheZonmg Board`of Appeals Office Grawth7NanagetnentDepaR' Main Street,"Hyannis;MA,Hearing Roam Ibcated.on the 2nd Floor' 5ri eTwn Df�icj s 200 Bain SkT�et Ffyanms[NA'1{ I at theeZonioA BoarB of A petits Office,Growth(Managemehf Depart j ment,Town Offices 200 Maln Street,,Hyannis MA `� '��:r e �"•e Zonrgg Board otAppeals"'x,: rD ° 'r".t-ft y`The`Bafnstah)e Patriot ' ;_ � � r- i = Brian Florence Cfialr �Apn(Z and a ri114 201 �°+ +�s: `a`# >� �, `�=1'ar�'�'•rs .s ci Y. �r, .. ._ P �_•._ ..r•e a � (: -r µ Zoning.BaardofAppea)s� TheBaros(atifePafrlot April T.and.apnC1.4,.2017 � ! 1 . f BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 lbos 100 )Parcel Applicati n #. -� Health Division Date Issued `'�"�� " 1-7 ' Conservation Division Application Fee Planning Dept. Permit Fee 47 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis e6.dd Y-d Project Street Address 161 OLD 5'ck6i15 Village I LL E5 Owner CA-IBAA-L. MA-12K Address 11- 5i OLD A0 i0. Telephone Permit Request .S I N A L.6 Pi [�4e f(61 12 Q LA66 1 lQ- 61 Kb LkW iD 601el/iA/11-1 o 6P I b X +o,. -/PboL1 a- x 1 C) �6PA) b 1 ��prr� n��vP �u a�arrto� ,poa S , � � G�oGo{ �� �.�a✓1'?D� w�,al,� �/ Square feet: 1st floor: existing I956 proposed 106b 2nd floor: existing 1536 proposed 153C, Total new d Zoning District R-r Flood Plain C, Groundwater Overlay Project Valuation ,*80 iO Construction Type Lot Size I . 0 q Dot?-ems Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes B--No On Old King's Highway: ❑Yes a No Basement Type: 0 Full IR Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1656 Number of Baths: Full: existing 3 new Half: existing 0 new d Number of Bedrooms: 3 existing 0 new Total Room Count (not including baths): existing 49 new First Floor Room Count Heat Type and Fuel: W Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ® No Fireplaces: Existing I New 0 Existing wood/coal stove: I&Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing A new size6% Barn: ❑existing ❑ new size_ Attached garage: N existing ❑ new size b-7ZShed: ❑ existing ❑ new size _ Other: co -v n 0 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ CO Commercial ❑Yes W No If es site Ian review# N y p o Current Use r esl --AA Proposed Use d A APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address ` 16 License# N P1:nA 09_oVJ9 Mk 02-�)r5g Home Improvement Contractor# iY9,6 ol- Email 61 IgQ0y 4(LLPDDL. GOM Worker's Compensation # I 01o9T4 Avg ALL CONSTRUCTION DEBRIS RESULTING.FROM.THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION #: DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: � GH FINAL FINAL BUILDING DATE CLOSED OUT ~ ASSOCIATION PLAN NO. f rrea#h , f office C!(, :r Wmim 8' C[F1 peB.Sa�I'ummmnC �� iyib� AxwHcmmtIUftWM22fiQUPlease Frid Le= �P Nsme 4!�, 2 Wnr iyy :GbNs�-�I Are e2ploJer?€heckthe wapp ' +s um Tg�of p�ject r�}: L aax a em}�la seitb ❑I ast a Gae ai coaizsctod[aac€I 6 ❑New om 2-El am a sole orp=1aw ISted onIhe wed s p Be�nade?ffig . shp and hwe no emplop= Them seb-exacta=ha *e' S- ❑Demob ipcding fnrmt--is emPI°Yew mdhave vas' El [NO waEt�?is` - camp-inertrarxrx• -1 •�� „�-� 5. ❑ We are a=rpor and ifs a lam❑ TEF2jm or adcFfi= �` afceas 3.❑ Iamabeme�tlaiugaflwad� - bmc=TTn'tfhEk 1L[]Plunbiagrepaimormdc€ifaom FrAf r �of Per MM � 1�. 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Fas7sue to sec um mvenge as requimdun Sew 25A of MM m ISM caa lmd to See imposffia of coal Peaallaes of a fine up to$LSDD 00 snVor ate-yearimprism es well as civil peualtses m ibe fusm of a STOP WORK ORDERand a fmi� of up to$250M a&F agm ast die viobd= Be advised ffid a czff aft k sfatem maybe fimvarded to&e Office of Iw s office DJA for ias—ce cav=gc ved&a i= soil Omat W-0 aal5p. 33a art mi&in fii&WT4 to be wwpFdjcd by cdp artmu offlc&L Cky or l:assa: Fevm Lase Leg (Ch7de one): ' L Board of Hmaffi r.BwUm- 9 Dqmtment T.CWrawnaerk 4-Umbiairupecto S.Phmbbgr r 6.Other act Person: Dhow P: 6 1 1 I1 i t 1 Is-1-1 1 11 III to ! -also • ■AN.`•ar. -..LeY- _ .■_u[r �■OI:.._ _I COI■ ■•iiF b rl r• ■- -•rl■.1rR r•Ifpr rl Ll:■■•D •r.. u ■roc n iva, r_nm _n �.•.. ■ •am�• - ■rF•■ o i■ - r • :n\i■> m■ :n toner_r •/ m ■ y. • .y As�110 r■ : _t■ t■•1 O•G •c• D.iF ua• _V-••n 1:1■•1■ 1 ••I _1■•1■ •1 •i■i •J: art■1 • ■: _■■• ••• •1 ■t•I • is- nl r• to ' r•.a_ �\ n : Nu■ �,■n:. u•A" _n■ n .u•n■: i■- _ n �.��■Irn•.. • : ■ �• :+nu ••r n iI �,•.� • ■ ■ ■ /r- • :■1 11■■• [son ■d/.l■rF all• _lw•NYr■■]I ■I •i■r 1 :,u■t r1\n •• tl: r•nr •• :•• •-•a ti • _ ■• - ' ■■' ■•■ ■_•1■• ■r I■all i1YO in Y _■I:. a•1 r■l< 9■• ••■• wY■ ■■r �f•a n ■■ a rtu�O7 • ■• ■- - I 1\ ■Ai IN ■•■�. ••■• rr■It r• 1�■:n\ it •• ■■:■■IIIrI_■■of. •I■Vf a rr■lr rJ e_fI •'a■. •1■ •I 1 ■- L..- ...� ■7 ■1■ ■r •l •of AN •7 ■It ■ur -ar■'al ■ra.ul ■1 :.rlA Yr-I ■f •�r:a• • ■ .■ r/■■\ ••n�r1 ■- •��■■�• ■■ • :n rin■ ••r J� ■-■■a! � • • Y•:n:.. ■\:t - �, rJl" . _I•r •Yu_ - a - 1 __ ■r I• ■ ■• LY aY_aa it ■ __ _ • �� I r- r■■I U /■ _p' ■gLLY■1 .\ • \I r■ I�r .f Y r.a • O y. u L r■aU•1 • 1 i!I 1• .■• •1 ■ �■ _•■ ■ ✓. a ■ • ■ - ■■ ■ •■ /ram■ _ r-/ Y. . -' (■:71 � I re li ■ Y-•a r- ••■11 n•" Il 1\ - ■ •■ ' _ - ■■■•m_ 1 ►� �.• a_u■r A� ■: ■:':- � �Jli■a,■■ r•nnn m••�ti1 f•r _n • Ir• •r u r ■■n• Y Nr ■_1 rp■ii ■an■ _n r■IU■Y.•' 1■1 ■■ ■r.r Pln•J!► • J/a.1 "rl/. 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Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.inans. Office: 508-862-4038 Y. Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder' e :,, as Owner of the subject property hereby authorize J W V S A-_ M L,E,l to act on my bebA in all matters relative to work'authorized by this,ZQding permit application for: BSI G�e� s (Address o ob) 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. Signature of er S e p Print Name Print Name y Date Q:FORM&OWNERPERMISSIONPOOIS Town of Barnstable ; Regulatory Services pIF Richard V.Scali,Director. Building Division aAuvsr MZ. = Paul Roma,Building Commissioner 11AM 659. ♦� 200 Main Street, Hyannis,MA 02601 www.town.barnstabie.ma.us Officer 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/to state zip code The current exemption for"homeowners"w nded to include owner-occupied dwellings of six units or less.and to allow homeowners to engage an individual for hire wh does not possess a license,provided that the owner acts as supervisor. EFINITION OF HOMEOWNER Person(s)who.owns a parcel of land on which he he sides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures cess to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considere a home er. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she sh be re o ible for all such work performed under the building ermit. {Section 109.1.1) The undersigned"homeowner"assumes response ty for compliant with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies thathe/s understands the Town o arnstable Building Department minimum inspection procedures and requirements and that he/she will mply with said procedures d requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings co nta g 35,000 cubic feet or larger will be required to omply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeovv ier performing work for which a building permit' . equired shall be exempt from the provisions of this section(Section 1 9.1.1-Licensing of construction Supervisors);provi 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 exe ption are unaware that they are assuming the responsibility of.a supervisor (see Appendix Q,Rules&Regulations for Li ensing Construction Supervisors,Section 2.1! This lack of a eness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Boar annot proceed against the unlicensed person as it wo Id with a-licensed Supervisor. The homeowner acting as Supervis is ultimately responsible. To ensure that the homeowner is fully, ware of his/her responsibilities,many communities require,.as part of t permit application,that the homeowner certifyAat he/she understands the responsibilities of a Supervisor:'On the last page this issue is a form currently used by several towns. You may care to amend and adopt such aform/certification for use in your community. Q:\WPFMES\FORMS\building permit fomis\EXPRESS.doc 06/20/16 r 1 r 1y „I• yy [ rrr � �i i ' . 1 , If f view from front yard view from backyard Temporary Fence Type: Cherry Hill Pool will install a temporary V chain link fence with posts that will surround the pool. The will be set up at the end of each work day and be in place when workers are not on site. It will be removed when job is completed. See picture below supplied by Cherry Hill Pool: lit ! r L[eft{ ,i,_ > � �� .-_ �.�Y�r -.. M •nF�"� Y«y;��. � yr ,�„�-•�l rNir yy. ja�.•�� �' .'�,•,,.� i .�' Syr l f 1 Poolguard Door Alarm: See the below information for the door alarms installed on the two doors that lead from the interior of the home into the enclosed backyard pool area: r — DOOR ALARM - Model DAPT WT - SOUNDS IMMEDIATELY1 , t " F �/ •. a i Q rr %, Ouftio � d 1kw1raimm tranamMow {! i POOLGUARDIPBM INDUSTRIES,INC. has been manufacturing pool alarms, door • UL Listed to UL 2017 alamts;-and gate alarms since 1982.All Poo{guard products are proudly Made in a Sounds immediately Yrhen the door the-USA_ Poolguard Door Mamas comply opens ' with all building codes and are LJL Listed Outdoor'wireless transmitter pass- under-UL 2017. The majority of children ru feature i that drovfn in:pools go-out the back door :• ,Simple To Operate I first and Pootguard's Door Alarm can help protect those doors.Adul#pass through Easy to Install feature allows 15 seconds for adults to • Important safefy alarm for doors f pass through the door without the alarm Complies wifFi barrier codes sounding: `• Low battery Indicator �- B,atteTy powered • Automatic reset E POOLGUARD DOOR ALARM 1MITH.WIRELESS FEATURE 1 Year Warranty Complies with all building codes Loud 85dB horn (at 10 feet) f f _J Gerry Hill Pool& Spa 722 Washington Street,PO Box 6 North Pembroke,MA 02358 April 4,2017 Health Director Board of Health Town of Barnstable 200 Main St. Hyannis,MA 02601 RE: Swimming Pool Installation at 951 Old Stage Rd., Centerville,MA(Cabral) Dear Heath Director: Cherry Hill Pool& Spa has been contracted by Mark Cabral of 951 Old Stage Rd. in Centerville,MA to install a one piece fiberglass in-ground swimming pool and spa on their property. For proper installation it is necessary to partially fill the pool during construction(see pool engineering specifications attached to the permit application). Therefore,during the construction of the pool, Cherry Hill will have a 6' metal fence,with posts,completely around the pool area to satisfy the town code requirements.Each day during the construction, Cherry Hill will remove the fence so that the pool may be properly installed and then re-erect the fence prior to leaving the site. Please contact me if you have any questions or concerns. Sincerely, Jim McGill Owner, Cherry Hill Pool& Spa sic R CERTIFICATE OF LIABILITY INSURANCE D /DD/WYY) �.� 3/8/28/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Carole Uhler NAME: Eastern Insurance Group LLC P".,N EXt1. 781-596-8919 aC No:508-393-6983 155 Otis Street E-MAIL ADD E .CUhler@easterninsurance.com • INSURERS AFFORDING COVERAGE NAIC 9 Northborough MA 01532 INSURERA.Continental Ins Co 35289 INSURED INSURER 6 Continental Casualty Company 0443 Cherry Hill Construction Corp dba Cherry HIll INSURER C-Travelers Insurance Co. Pools & Spa;Yankee Fiberglass Pools INSURERD: P O Box 6 INSURER E North Pembroke MA 02358 INSURERF: COVERAGES CERTIFICATE NUMBER2016 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AO L S B POLICY EFF POLICY EXP - LTR POLICY NUMBER MMLI MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTE15- X COMMERCIAL GENERAL LIABILITY PREMISES Eaoccurrence) $ 100,000 A CLAIMS-MADE a OCCUR 5083129319 /11/2016 /11/2017 MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT E 1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED 5083129353 /11/2016 /11/2017 BODILY INJURY(Peraccientd $ AUTOS AUTOS ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE Per $ AUTOS accident $ X UMBRELLA LIUB OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE• $ 1,000,000 DED I I RETENTION$ 5083129336 /11/2016 /11/20167 $ C WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) 4069T738 ` /18/2016 /18/2017 E.L.DISEASE-EA EMPLOYE -$ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Centerville ACCORDANCE WITH THE POLICY PROVISIONS. Centerville, MA AUTHORIZED REPRESENTATIVE John Koegel/CLU1 ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INSn25 oninn-m m T6a Ar'non..ma and Inn^ara r—i.far&A—L-c^f ACnDn Massachusetts-Department of Public Safety Board of Building Regulations and Standards 5CA1 0 2OWDS11 construction Suner1 Psr r — - -_ �✓'/e`�iuurcaraca///r r�'r.)l/ax r•�nu(G License: CS-080888 `•�[ t_a Offiee of Consumer Affairs&Business Regulation. `4r;f11 . y�HOMEIMPROVEMENTCONTRACTOR JAMES A MCGIL '�" '� Registration 135607 Type: �� Expiration 4/2312018 Private Corporation PO BOX 26/M MC y -. North,Pembroke FHA CHERRY IHILL CONSTRUCTION CORP. 7 James McGill y \� -722 WASHIIVOTON ST J,.`...�/J . )1 I>• Expiration N.PEMBROKE.MA 02358 Undersecretary Commissioner 05/30/2017 Commonwealth of Massachusetts -Mill Department of Public Safety x-- License:HE-131256 #" HOME IMPROVEMENT CON RA OR Hoisting Engineer l `r� CHERRY HILL CONSTRUCTION CORP y JAMES A MCGILL 722 WASHINGTON ST PO BOX 26 1R" - I PO BOX 6 NORTH PEMBROKE MA 102358 N PEMBRORE.MA 02358 LIC./REG NO. EFFECTIVE EXPIRES HIC.0579956 12/01/2015 11/30/2016 a/l_- Expiration: Commissioner 0 513 0/2 017 ` SIGNED Mac no—sicielk4ill gin I PLUMBING&PIPING LIMITED CONTRACTOR SWIMMING POOL BUILDER JAMES A MCGILL JAMES AMC GILL PO BOX 6 PO BOY 6 NORTH PEMBROKE,MA 02358-0006 I NORTH PEMBROKE,MA 02358-0006 t LIC./REG NO. EFFECTIVE EXPIRES PLM.0286235-SP1 11/01/2015 10/31/2616 LIC./REG NO. FFECTIVE EXPIRES SP9.0000085 05/61/2616 04/30/2017 SIGNED SIGNED ® r , , State of Rhode Island and Providence Plantations Rhode Island Department of Labor and Training. • O • HYDRAULIC CRANES. 00014885 AND LICENSING BOARD REGISTRATION NO. EXP.DATE �'REGISTRANTS NAME JA14ES A MCGIREPRESENTATIVE i PO BOX 6 N PEMBROKE MA- 0,2 ,DRIVER'S - EXECUTINEPIR JOHN SHAW n5i31120. '= Administrator Expiration.Date 12-17-1995 12:0@PM FROM YANKEE SURUEY TO PIZZUTI . P.01 ri ° 56 tc � O I 36.5' 0 , \ti� 7 �... 0 { r- PORCH o 4 10 side and rear 2' ~"=• , t 20 front 0 show fence on plan 1 \ . C-D k 140' LOT ­6 ' e�y� t ' Berman 1 6 Ij 0,, �0 04 0p 54 = Pil 1 T -'e vice (wood) ,' 10, ' Ce 1 �3 5 LOT ,T 7 RE'S, ZONE- "RF" This Plan is For MORTGAGE INSPECTION FLOOD Zon�� Bank Use Only TC 11 : _ "A31 '----------------REGIS TRY njVNER: COTUIT__RE4L!l'Y_TRI�ST - DEED R �� -------- E1 -- Q111�-s--------- „---BUYER: :L9_51_I�• _ Q _I� 1�1L��1�-- _ ATE: _1217/Qr'------------ ----- PT=A�i rZLF: _44/B2. ------------- 4'I ' H-FPEBY CERTIFY TO IV�y�gTd'E5T �3 _ —------------ . -------,—THAT__THAT THE BUILDING �µ�ov at�� YAN'KEE SURVEY . `H014N ON THIS PLAN IS LOCATED ON THE GROUND A 1' �IiOjVI�I Ai�D THt?T I S. POSITION DOES �` PatlL y� 'CONSULT�INTS �q ONP,oR vi 4 A. , TO THE ZONING LAW SETBACK:RIaQUIRLMFNTS OF;Ti;� o uI TOITIN OF — BAR-A(S TAB 17 MERITlliEW y 40B INDUSTRY ROAD --•,-._-- _----IND THAT � Flo, MARSTONS MILLS, Mai 02648 t. IT DOES_NOT_ LiE WITHIN THE SPECIAL FLOOD HAZAKD TEL: ?_8-0055 AREA AS S HO�`J�I O N THE H.U-D. 4f I: D ATE D 8—�19 5 �GiS:���J r, nity—Pan 1 050001 00.15C FAX:. 120-5553 f.� THIS PLAN NOT �3ADL FROM AN tlh4n,NT ' II 1-aUi. MER �V. PL,. -- SUt?V£Y. YOT TO BE tJSFD FOR r^F,NCES. 'i:TG ti0088 ,�f3iG TOTAL P.01 General Notes - Expanalvp aolre: Gamma l roviewed and recommendations made by the ROP.The budding For Installation of pools or spas in expansive soils,the following additional installation Z The Swimming Pools and spas consist of one-piece fiberglass official must approve the RDP%report before work is completed. details must be followed subject to code officials approval: oonsrucion shopiormod over a mad.The material is fiberglass The pool or We excavation profile must coincide with His conloure to minforced plastic(FRP),a minimum of 114 Indr(6.4 mm)Nkdr. of the pool.The over excavaaion Is mlrdmum 6Inches(152mm)on 1.All surfams adjacont to the pool or spas must be excavated M e minimum depth of 12 a`t composed of le0phtod0 main,vinyl ester resin,and fiberglass.The the aides and ends.The over excavation at the pod bottom m Is inches(305 rem)bore. the pad bottom and minimum 8 kolas(152 rem)behind a P� surface finish neo p ish Is enM glycol gel coat Vining Pools produces mNSnum 4Inches(1102mm).The baddid for the pool or site bottom Is the pool walls. C various styles of swimming pools and spas.When Installed In a layer of 34nch-thick(76mm)bedding send matching the pool or spa 2.Any soft or loose sods exposed by step 1 must be removed until exposed material is TJ amordanm to Vidal;Posts Inslalledon procedures,the pools and spas Profile. solid.If the soil is add soft and loose,the upper 6 Inches(152 mm)of all homnntal C comply with applicable requirements of the folowing codes: This sand layer le compacted using a mamral tamper and water. excavation surfaces must be scarified and compacted with mechanical equipment - m 20092012 International Building Code®(IBC) The pool or spa Is than Sec Into place using a cram,excavator or The compacted surfaces and the excavated well surfaces must be maintained in a 0) 2D0920112 International Residential Code(IRC) - manually and be within 1 Inch(25mm)of level.Simultaneous watemll mold condition until the ltrst Eft of backfiil or RI is placed against the surface.The lane m 1997 Uniform Bugdbig Code(UBC) and sand baddci operations Nan commenco,The sandno Is compacted compaction Implies any method necessary to cootidee the native and fill materials j SOCAO National Bulling Codo12003(BNBC) with a tamper and water.The Installer moat ensure that the back 111 to keep the pool or structure Item eluding. Z ts 20092012 International ®(I nal Plumbing CodePC) level and water level ere approximately the samo throughout this 3.The excavated bottom area of the pool or spa must be backfilled with granularlmport 2006 IAPMO Uniform Plumbing Code(IAPMO UPC) procedure. material to approximately 6 Inches(152 mm)below fie bottom of the pool or spa, N 2003 ANSONSPI5 Residential Inground Swimming PooL9 Afteroompletlen of the bacld'dl and plumbing,the decking Is welted and compacted. Q 1999 ANSYNSPI.3 Spa Placed.Dedns are prepared as indicated In Figures 1 though 4: 4,The remaining 6 inches(152 rem)must be backf ded beneath the pool or spa and U 2010 California BugdIng Code 1.Candievered concrete decks am constructed as noted In Hiles outside the pool walls with compacted d d clean send.The pool or spa must be filled with 2010 California Plumbing Code - 1 In all mass. - water as barkfi ing progresses to a level equivalent to that of the booklill.The backfdl 2010 California Mechanical Code- 2.Centilevemd decks am constructed with brick or stone as noted must be placed In compacted layers of approximately 6 inches(152 mm)while a 2010 California Electrical Code Figure 2 In ad cases. uniform height of backfill Is maintained around the pool or spa. 201D California Fire Code 3.Raised bond beams am conahucted as noted In Figure 3In all S.Positive surface drainage may from the perimeter of the pool and surrounding deck Is 2010 California Energy Code passe. required and cri0cd to Installations in highly expansive soda.Surface area drans and - .2010 California Residential Code - 4.Aboveground Installations am constructed as noted In Figure 4 surface drainage swalm or subdro ns must be placed as needed to prevent pending - - - 2007 Florida Building Code with 2009 Supplement in all cases. or seduretion of the sod around the perimeter and vicinity of the pool to prevent t^ 2007 Floridams am m M da Plumbing Cade with 2009 Supplement Be required wheat pools are en promises of UBC Group excessive sn In or volume changes the sell. CIO li 2007 Florida FuePGas Coda with 2009 Supplement R,Division 3,Occupancies a IBC Group ROccupancies.The 2007 Fbdda Mechanical Code with 2009 Supplement centers must conpty with Appendix Chapter 4,Division 1,of the UBC - 2007 Florida Residential Code with 20D9 Supplement or Section 3109.4 of the IBC U V - 2DD6 ANWAPSP-7 - 2007 ANSVASME-Al12.19.8 BOCAS National Building Code2003(BNBC): 2008 National Eloctrjc Code(NEC) VIkIng pools and some may be used as public swimming pools or F. 98-78 BuidIng Atlminretrethm Code • private slu In swimming Pools. connection with Group R3 Occupancies The overall Pod dimensions,depths and mpacities are shown In only.In addition to other requirements in 1Me report,swimming posts r Table 1 and Table 4.The units comply with ANSVNSPi•6,specified in used under the BNBC must sassy the Iogowing atoms: W Section AG103.1 of the IRC,and IAPMO IOC-2000•,specifiedk in the 1.location:Swimming pool and spa wads shall maintain O (n UPC distances from property tares required In Section 421.4 of the - O �j •- ii Models described In Table 2,Table 3,and Table 4 can be placed up BNBC. O LL to 19-12Inch"(49.Smm)above ground;These Poole and spas may be 2.Construction:Requirements In Section 421.5 of the BNBC, °e3 Yy LL LL or placed wi01 or vAUtout concrete or wood deciding.Unless elevated mncemleg slopes.clearing devices.walkways.steps and iL pontiona of undo am protocted form sunlght by Boll berme dnxkslg, (adders,must be observed. 7 v bi eta.,these Pardons must be mated with a UVanhiblgng opaque paint 3.Water Supply:The water supply and drainage must comply C)Z m that Is compatible with this laminate. with Section 421-6 of the BNBC. O C •tr `o a AA plumbing must comply with the IPC or UPC.Electrical wok mud 4.Barriers:Banters for private swimming pods must comply with Reviewed by: O comply with the code In effect et the construction site.The pool and spa requlmme�In Section 421.10 of the BNBC. }} must remain kill of water at all time.A permanent sign,beering the S.Diving Boards:Diving board disece re and water depths must •- - Columbia Research&Testing � 4 Z id m ai m following statement,mud be attached to the pumping equipment: comply with Section 421.11 of the BNBC. - 1014D Starr Road,P.O.Bon 933 Notice-The pod or site Is designed to remain Ng ofwater at all tines. - Q E 0. g g a The Pod ahell may be damaged If the water level ls allowed to dmp Identiflestior n. Windsor,70-838- aC•r m a L LL _ below the aklmmer.When appreciable drew-down Is noticed or d h Viking Pools and a Phone/Fax wed Testing m O FX_ pas are pool by the allowing es mines � Q O becomes necessary to dmIn the pool or Spa,cooled Viking Pools or its imprinted m the lop step of Na pod er ape:manulenxurere name IAS and ICC/ES Aproved Telling Laboratory dealers tier Instruction. (Viking Poola)and address,pool or spa model designation,a coded A permanent tocel must be Installed adjacent to the above sign serial number and the evaluation report number(FSR-2014). - Table of Contents 9ns1: Co O J N N t Indicating the Viking Poole dealer.name,address and telephone The unite also bear the rebol of the quality mntrd agency. Page 1. x `Gewnl:Ndes m ___ number. Columbia Research&Testing Corporation(AA527). Expami a Sills _ LLI Tables,1 .. ' IV - Installation pracodum: Findings:That the fiberglass ore pipes swimming pooh aid spas Pap 3 Fi urns 14 Viking pools and spas may be Installed without a soil Investigation by she In compliance with the above listed codes as noted In ESR-2014 Page 4 .;Fact Model. M.pFyJ_ ffS V a registered design profeworml(RDP),subject to the building officials subject to the following conditions. Page 5 Pool Models Contimred approval,provided none of the following conditions am encountered at 1.The construction and poollsps Installation comply with this - a ,._ W^�;H dromne Modeis the are: - report and the manufactumes Insauwno. Page B Spa Model" VICTOR M. \', 1.Tire sxietonce of uncontrollable groundwater within the depth of 2.Electrical and plumbing Installation comply,with the resInn, a Pape 7 Altemal ve Redncueyon;Systems the pool or spa mlgvatlen. codes In aged at the constntoWn site. GOVON1 Z. a 2.The existence of an unconpactod fig In contact with any portionof 3.Thal all pools am Installed in accordance with manufacturers CIVIL .a S tn pool orspa. recommendations. NO.4r1734 cs', ` Page n 3.The existence,of expensive or adobo4ype seas. 4.The pools and apse produced by Viking Pools Northeasl,Inc. + 4.The existence of any soil typos with an angle of repose that wall 178 VWrg DMe Industrial Park,Jere Lew,West Virginia; not support the walls of Neexc rvallon at duelled slopes. Vlldng Pools Central,the..10800 West Intamtelo 20 East, z6.Danger to adjacent sbu turms posed by the proposed pool or Spa Mdlend,Texan;and Vgting Poole,Inc.,121 Crawford Road, ur location. WiWame.Calgon w.Viking Pools Southeas1,40119 Country . .1. 6.The existence of any cracks or openings in sell that would not Read 64E,ZephyihMs,FL so manufactured under a qually corrilm sand bedding. control program with Inspections by Columbia Research If any of the condgbnt above Is encountered,excevalion must cease &Testing Corporation(AA527), mmsn•were.to.mi.adMay s of ups s. -wl Q f 7 Z tmmadtaehy.The apecified mnddiom at tho atlo moat then be - n�ve�w eunsme epee a mgna maascao / l i z _ TABLE 1- POOLS TABLE 3-SPAS POOL CODE SIZE DEPTHS GALLONS PAGE I DOt SPA CODE SIZE DEPTHS ALL ON Page g A"P..,NUMBER TYPE APPROX.1 Number g ca UIM AC 19,3S3Y T-G' G 16700 4 Typa0 Myatic -7Mv •• 10'x-1q 3.4"r°':-.550:• - 6L-4 Aruba ARU IT 22 Y-6'.5' 5,200 51 eo Mystic Spillover MSW 10'x 11' 34' 550 6 Atlantis Loss(12'IS r 6a 5o0 5iype0 a 1x_ '. W athomas MFF R'-9' " W 100 5 T o ml!D1 BOS 8'-4 x 6-4" T 475 6 F Baja- SFF 12',2T T-8'1 5'-6'- 7,500 5 i c 0 Placid Spillover 'BOSSW 84'x'9'4"f. 3'.<.;,,' 475 fi'- Z Barcelona GAR 16 38' Y-G',7 19500 5 lypeo Placid Spash BOSSP 84"x 94' T-6" 27D 6 - Barbados BUD 9•-6',23' 5' 4,000 5 Typeo Regal - "' .RG.,, :8.x Vy 34`1 600 r' '..'8' oermuda AL 1Y ZW T-5%5-G' 7_ 5 Type 0 Regal Spillover RGSW 9 x 10' T-4, 600 6 -Wnibrlde LN 1636' N-6',7 1&000 5Typ-o Re9el^Spash:• RGSP. "` 7x I(Y 1'-T' `470, c 6,. -Cammn CC. 16 3v 3'-6•,6'-G' 15.0001 4 TVPCO I Royal RY 8'x 10' 3'd" 600 1 6 - t Carlbbeaa MR 16,40 3'-6',6-6" 2z000l 4 Type 0>, Royal S-lloler r-6.RYSW.74L1lr x'10' 34"�';U :'.`-6,'.Carmel FF 13'8_31r 3'-6',6'- : 12,000 4 Type 0 R al S ash. RTSP W-10"x 10' 1'b" 6Chcsa Bake CP 1Y31 T-11",5' 10 5 eO Shasta �r'LRS,'. 7'x 7t:: V _r..-.6-,FClaremont v 14.33' 3'-7 S'-4" a700 5 T 0 Shasta S Illov LRSSW Tx 8' 3' 6Clearwater SP 10.11r,20' Y-5',5' 3, 5 e0Sheste&.._h "LRSSP' Z"',V^ ..i.- 6.t'=r:Delr 0 11'•10",25-," 4'-6' 8.100 5T e0S dt CS 8x125" 3' 8FI 1, FJI 15 30' 3•6'.6' 12,000 4 T e 0 Su eIFOr,S llot4x':=CSSW' `-g:%'3-W, - 3' -' 6.Frio ott FP IY 25'-f' 3'-7' S'•5' 6000 5 T 0 Sl�erior Spash CSSP B x 12•-S 1'•6` 8Gullcmt GC W-1039•7" 3'--i 7-11" 196M 4T e1 Tehde +.` LOS',i. T8'x.T-B e�3'G,d^ - ^-+'8+;��Gull Shares GS IS-T 34'-e" 7.7' S'-16' 15 000 - 0 T e 0 Tahoe S Rldser^ LRSSW T43'x B'-" 3' 6Islantl Greece ll BN 16 40' 3•B" 8' 22000 4( el Tah0e5 BSh: -LOSSP' "T$'%8'8': 1.8'-'.! 61;:: a lama LD 7-10 17-7 T-2' S' 3,750 5 Type 0 N e KeyWest BFF 12',25'•7" 3'-7' 6' 9,000 4 e0 La una - LG IN,W T-5'.6' NAM "4 Ty e0 ....._.,._._ ^......__ TABLE.,4- POOLS +.. • LatunaDeluxe LGX 14'NY N G 9,000 - 4 e0 POOL CODE S12E DEPTHS ALLONS PAGE POOL U � r Lake Snore CD 16'.33 3 T 5-5' 151XO 4 T e0 ""' - W cg Maul MTK 9'-3" I.6 3'4 4' 2,3m 5 t e 0 APPROX.NUMBER TYPE iR m IYa3diterranean 8P 15'-8_,38' 3 7' S'-13' 17,000 4 T pe 0 HZA ! .:HZA 8.6 X 18 B y;.' 4500' 4 f T e U:' 'a O N M.rne D MT ]A' 35' 3'7' 5'•7' 11 5 .0 HZB HZB B 6r x 18 $5" 6 4300 4 Type 0 u - Dan. Mu a-5 ss'as 4 2r4TYPc,O Type D HZC 8 8";x 1EP 5 6 4050. A, T e o a $ m Oman Breeze OB 16',40 36 5-9' 38.900 e0 HZD H217 8.8"x18 6 b'-8 3860 4 Type 0 Z Panama at IV-10" 35745' 4-6' vanes E®XL 1 xH2DXL 88".x18 T33%7 .3000 '41 :TpaO Poseidon PS 16 MY T.6' 7' 2.3000T e 0 HZE HZE B 8"x 18 6 3600 4 Ty e 0RID BPD 1.5'-fl' 30 3'•7-,W 20, c 1 HZF '.:HZF / S 8a..x 18 4'A",$ 3400 .4 T o 0'eQRD ort RP 14',30 T-7' Y-11 12,800T e0 HZG HZT, 6.6XV4'S" 12004Type0 O > N eSanta Barbara RS 14%30 T-6',C-6' 12.So0 T e 0O „Santa Cruc SL 7.6' 39' 4 6. T e0 - - Q FfSea Breeze K 24'-8",33'-9' 3'S',8',2" 16,000e 0 - - co to 0 N y a Q J St.Iucla CM 32'-3 23'•Il" 3-G',5' 0,000 5 c0 St.Thomas L 74',31'•6 T-Y.7' 13,700 4T e0 J _ Vl W T4ton TW 14' 30 3'•7' S'-1t 13 500 4 T e O - E J E Trinidad TWO W,44" 3'-6,7 1930t1 4T 0 > m 9=L Ta lean. MP 7-6" IN-G, P 2,500 5 e0 - �y LU �� �C valancia ST t4'-6" 27'-7" 3'•7',5'•10' 10.000 4 T 0 -' = V -a N r-+ U TABLE 2-POOLS cc J e¢ORbURD IN4TAWirOM. oORx Page 1115' _ - - a z 2of 7 FIG.1 ehar.emm maee�d1°id 3x-m Iq. -all z TYPICAL CANTILEVER CONCRETE DECK Irwn aanllel unea. 6'X('-W1A%W1.4 ;---- 3'MIN. *—'—'± WIRE MESH OR REBAR NO.3.ON 2'O.C. ' g SLOPED 114 1 EACH WAY. z I-11 r 1/4'GALVANIZED FOR CLAY I II_ CHAIN (ADOBE) 3•THICK COMPACTED SOIL ONLY. FIG.2 tl, SAND(TYPICAL) +tl 4'MIN.THICK COMPACTED CONCRETE DECK GRAVEL FOR CLAY BRICKORNATURAL WITH BRICK OR STONE t�54 ,I111--- `(ADOBE)SOIL ONLY. STONE DECK 6'X6'-W1.4%W1A SAND WIRE MESH OR I ''-;-FIBERGLASS - 3 MIN - "`- REBAR NO.3,ON 2.O.G. --I 6 I-- 'POOL SHELL SLOPED 1/4.1' EACH WAY. FOR CLAY 1 ,y 114 GALVANIZED (ADOBE) CIOCN $ CHAIN. SOIL ONLY. }/F 3-THICK COMPACTED - - - ' SAND(fYPICAL) V Q 4"MIN.THICK COMPACTED W S o m _ GRAVEL FOR CLAY O 1 % (ADOBE)SOIL ONLY. - " y FIG.3 L .,...`'.. SAND O O .0C If LL s FIBERGLASS C ^ m m ! TYPICAL BOND BEAM - POOL SHELL CONSTRUCTION _ z a m N a BRICK.FILLED.BLOCK, r' -" TMIN. --�---i _ �_ o a g P 3 m C OR POURED CONCRETE�'4,'4---1--s" 1 - O } ih II 1 , � y - .. _ /�✓ BACKFILLEDDIRT O E co iq I -B'X8"-WiAXWIA N MAXIMUM } WIREMESHOR - cc J ai Vl 24" ;' ., 11 REBAR NO.3.ON 2'O.C. 0 C EACH WAY. FIG.4 ; J l0 E N'E 1 TYPICAL ABOVE GROUND INSTALLATION cu W g N 12 �r fii 10". U —t I' MAXIMUM 3'THICK COMPACTED - 18 172 OPTIONAL , SAND[TYPICAL) MOUND DIRT WOOD DECK 4'MIN.THICK COMPACTED :"` AROUND POOL I I _ GRAVELFORCLAY I 1 APPROX.0 _ Page (ADOBE)SOIL ONLY. Ii- �D �} -1.%.` FIBERGLASS W POOL SHELL '�i-"-i• 6. s" of 7 LL ' r i a moo, 38, —ao z _ L U) L" TRINIDAD-TND , GULF COAST-GC 3_5 RIO-BPD 3 OCEAN BREEZE-OB _ POSEIDON-PS Z 19.600 gel.aP,a. 22,000 gaL appm. 10,900 9a1.oppmx. 23,000 gal,appmx. 18,300 gal.appmx. 0'— �MFANa3-6 ISLAND BREEZE 11-N - MEDITE CANC.,-CCSEA 3-5" 20,000 gal appmx 17,0oo gal.ePwax 15.o00 gal.apPmx Ste 00o 0.l..Pp—.K A16.30oUg.COp—. O 35— 35. 5' � N } - 30'. IN LENGTHAVAILABLE35'T04 V N 3�3gii 6" 5 9 g � � O a5 g I` LL 5'-10 GULF SHORES-OS 3 MONTEGO-MT 3'-�" LAGUNA DELUXE-LGX 4'-6° PANAMA-BL L.1� C Z •. V �9 ; CAR�IIIE AMR 3'_6" I4 15,000geI.ePP� 14,000 gal.epOmx. Y 9,000gW.apprpz 14,000 gal.aPPmx. .;.Y da �S§ f m fill 38 - 31'�" 30 39 - 30' ^ m O a Q J■ . a n v o m c E J N N V _ � LLI S m A S 3'_7 5'-11° 3'-T 5'-11" �" V N SANTA CRUZ-SL ROCKPORT-RP V y 8=gaL OPP= ST.THOMAS-L - TRITON-TN ,12.500 gat appm>< 14.8001gal ap m. 3'-5" �M_ 13,700 gal.aPPmz 13,500 gaL appmzco` 34' 33, p' a ' Page ZIP13I-6 3 5'-10° FIJI•FJI 5-5" 3 Valencla-ST Of 7 LAKE SHORE-CD g,ggg G.J. pp— SANTA BARBARA-RS 12=gA app—. 14,000 gel.aPPmz 12,500 gal.appmx. CARMEL-FF 12.000 gal,appmx. , Z 21' 25.1° 25'•T 2 24.5 g r CHESAPEAKE-CP a FREEPORT-FP BE RMpU�DpA KEY WEST-BFF BAJI q_gFF DELRAY-B O 10,500 pal.epprox. 5.000 gel.app— 8.000 gal.app— 7.500 0.1.approx 6,100 gaL app— z a.,W c. :j ° �a aL nL��J1i ST.LUCIA-CM - OAHU-MLL TROPICANA-MP BAHAMAS-MFF JAMAICA-LD 8.000 gal.appm., 2.200 gal.app— 2.500 pal.appa 2.1110 aw.epp—. A'fIJW718-laBST 3,750 gal.apprwc 4AOpaLL rlppp... -- fill �� 21' 22 tl VV/ W � Ov CLEARWATER-SP BARBADOS-BBD MAUI-MTK Aruba.-ARU - O a a Barcelona-BAR CLAREMONT-V L Q_ �+ ��`, m 1.000 Sat.evmmc 4,000 gal.appm. 2,300 gal-appiax. M 5,200 Gel.Appmx. - 10.500 gaL appn + 11,100 Gal.AppAm 0)Z " � a .� .Y �X3 g } m LAW O Q � Eaaa Co -aS rQu 5'$' i s w N��g m m CAMBRIDGE-LN I» '" (� W c —La -1&000 gal,aPP�• 1 Q POOL.HZC POOL-HZE POOL-HZF o V /q N a 4.050 gal.app— 2,500 gal.app=. 0,a00 gal.appm e co j p J 9` 9' - I9 �p �� m� Page w _ Pool-HZOXB POOL•HZG POOL•HZH 2,500 gai.approx. 1.750 gal.appr 1,950 gal.appm. of 7 - ,. . 10' � Z 12'_5., 10, g I O PLACID TAHOE-LOS REGAL-RG Z SHASTA-LRS MYSTIC-M SUPERIOR-CS 420 Gal.Appus. 475 Gal,AM.. SW�,Appl— 450 Gal.App— 7pp Gal,Appm ROYAL-RY 450 cal.App_- 550 Gal.AppnLt.. T 8'4" 10, T-8" 12'-5 10' 10' 2'-6" 3, v 3 3 U M SHASTA SPILLWAY-LRSSW PLACID SPILLWAY-BOSSW MYSIC SPILLWAY-MSW TAHOE SPILLWAY.LOSSW SUPERIOR SPILLWAY-CSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY-RGSW 620 Gal.Appnpz 475 Gal.Appm - 550 Gal.Appa - 450 Gal.Appiax. 700 Gal.Appan. 550 Gal. s— ApPm 450 Gal.Approa. O N a 8'-10' 10' 7�" 12'-5" 10..__-_... 10 L EL V. �.�_.- _,^� < O `C d G ca LL N M g lfT �—, m SHAST20 SPLASH-LRSSP 1 PLACID SPLASH-BOSSP 1 TAHOE SPLASH-LOSSP SUPERIOR SPLASH-CSSP 1'REGAL S�RGSP O 4) S 250�•A�pp z50 cat MYSTIC SPLASH•MSP ROYAL SPLASH- gg ai Apma•. 300 cm.Apprax. -200 Get.Appnzc 355 cal,Approx. 250 cal.App... 200 cal.ApproK. � D 4� I. r U c E m ; .0, a7 W - LU N N ,S 0 co Page w g 6of 7 4 z OEBB�RI9 HEM aVAL SYSTEM - SWIMMING FOOL WRNOIJT RECIRCULATION WIN DRAINS -BO'ELOOAS M6[M[a N VENTCOVERMAY W (OPDONAL)OE0W9 Bfi GUTTFA CONTAINMENT �/// Low --P w r CAN 46 z WATER UNE TO PUMP ANTWORTE% OOR ORNN PNDORMN OR LARGER 115'G VENT UN (SUCTION pUTLET) IfiumroN OUTIFT) CpCUTATONMNF � • ��NI `� Law I ATMOSFHERC VEMNPEIENOTI{ � MINDMLM•16'MA%INUM•91 IB-MIN .. ]N.— IF f TFP ' CIRWlAT10N LNE - U PU . ; OUT TOOPRONAI WATER GEANgE(]1 � m . - - - OFNERAI NOTES _ I.TNFDEMS REMOVAL SYSTEM OTOSE WBTALLFDINACCdiUANCE WITH diMI MANUPACTUREIB RECONMF.N0AT10N8. V/ 1 1� LOIh ;Oj� 2 COH)MCTOR TOIFMIO VACUUMREENTML 7.INIX 0ACCOPI0 WRN SECTONxEF20.O WODULOMG . xrx •�� � OI •• mOTANDOTOB XRAIaTA.B fBC-REBIDENTVL TW),M0.talIXO]WB SUPPLEMENT NID 3OIO F0CBV0DW0. ) %BEF Ofi10001rt �1 T+IOWT r' A/1 ].N,L F1.00ROBE6CNEOUIE NO PVC SE ENTS OF MWASME F APPROVAL UNLE6SO00SENOTED. ..rt[f vu�AvniwxeOGnM nuw ANam A,nA. V vi L� 0 A REOIERENENIB OF AN9YASNE A11218A-]0o]FORfWTWIMR AMID DODE�Y E�7MNTRAPMENTMICOVF.RB MEtTT�9TANDMO. � BNINFER � 1'MNN GiAVI � N � g[N� N� • 6.THHE IS ORAWIHO WLL SUPPLEMENT CONTMCTWYSSFEGFICATICN OFUWMOON FLE.FOR Mfl)CDSAND a�� gEtUIM (J)' 1WAYVKVE �I••� O V MATERULS OPBUM COXBTRUCTON,REPERTOCONTRACTOR9 EMCMEEREDAND AFu cD 6PECIFIGTIONORAWMOON v ,,yy S.ATTACH{PIACMOWNN STATESTNATVEMISASWIAWINGPOOLSAFETYDEVI MDSN01AllNO MTA MEDWLIN. PWMOWO O O M• LL IL . T.THE OF AERMUMNACUUUMIVIT ONE SUMP0.UOGEOMDTOREL CAMOYENTRAPMENTCXTNEOTIERSUMPWLLNOTE.NCEEDISMCNES Ii L \ E 3 US & AM MUMBUCTONMPFVCLOCM=(0)Fft MEEOPM 1 8m A S.NIAFPROVEDVACUUMRELGSeeY MSUCNABTNEVp-acRT SVRESYeTEMMANALTEANATN6TOTHEOTI¢RSYBTEMSCFOWN. - A Z — — - O Y m WNTCOVERMAYBEGUTTER wARp O Q I�Vnww�mlE�l�iiveul MOOEL BPIOIO - a - � � O 10 8 .�puM wUN) -SPELBOW9 _ Soal: (� 7 •p D) ca M a rMW~ LJ c� m CL �g BuelONartLLT;�M cDNl2nw•1 - FINISHS.GRADE LOg G) p8 w+M DNAnD /\\ U N. . _ g@ IKYIVENTa / �/„}M�( e AUNTnr ° co _ 2 _ NOTES Mul"— IF SYSTEM ON Page p)ONA^A, TMF.VERTCALWALLORONEEACNON tY0:e9& TWO(])SEPARATE VfRi1GLWAVb - U' 2 Immel pmrx mxMMMTMx - W • pUAL SUCTION OVTLET9IN PARALLEL WRN OPRONAL ATMOSPHERICVEM BYSTEMuA MDSE MlDt.WM7FLpWRNSECIWCO0;..DROAeULOWOCOOE:SUEOWO of 7 ' NiDSEOT W IM.B.B3W[FLORID SUILOINO CODE:REBIDEMW-WCLUONS E..N—HEM, mmPLOROA auurnirocape:WAImND ANDmIPVLDRmA DULnwDcpDE:REMD[NTVL uxDANtluAF6PosrWxuARD. . Q z ' g FOR NATIVE SOIL OR COMPACTED FILL SITES ALTERNATE TYPICAL TIE-DOWN SECTION co N.T.S. W 0 Z GROUND •TYPICAL TIE-DOWN SECTION LIFTING CHAT a \ DEEPEN CONCRETE DECK AT \N.T.S. TIE DOWNS BY B' - ' ALL CONCRETE MIN.25M PSI COMPRESSIVE CONNECT CHAIN EXTENSION STRENGTH-NO SPECIAL INSPECTION REQUIRED WITH MIN.HID' GALVANIZED 9/32'GRADE BO CONCRETE DECK WITH THICKENED EDGE BOLT AND NUT / H.D.GALVANIZED WITH REINFORCEMENT PER MANUFACTURER'S /\/ -CHAIN EXTENSION REQUIREMENTS. .. GRADE POOL SHELL WATERLEVELOPERATING - SAND BACK FILL WATER LEVEL / / /� PEA GRAVEL. OPTIONAL SECURE CHAIN TO ANCHOR V LIFTING CHAIN \\ Y\ \ WITH H.D.GALV.U -CLAMP _ FIBERGLASS POOL SHELL SAND BACK FILL COMPACTED FILL,FIRM NATIVE SOIL,OR ..:.t•;,i;.i, .; -.a q,,�, -,`4 - T- /DEEPEN CONCRETE DECK AT TIE DOWNS BY B' ��/,/. ✓%\�\ // N $ i W3r GRADE 80 H.D.GALVANIZED CHAIN EXTENSION WIRE BRUSH CLEAN&APPLY 3 }.� 4M• SAND LAYER \ \ SCREW ANCHOR COATSMIN COLD GALV.FILM COMPOUND OMPHICKN UN N� 46'X 5/9-ROD MIN. FILTER FABRIC.BARRIER WIDEN EXCAVATION AS NEEDED ATANCHOR PRIOR TO INSTALLATION. N Ujg WATER TABLE AT MAX.18'ABOVE iH m PEA GRAVEL LOWEST FLOOR IF/EL WITH POOL EMPTY OPTIONAL 1P' / 18'Xt6'%B'PREFABRICATED 6'DISC MIN. O ^^O �E LL EB ILL L LL CONCRETE BLOCK WXS RAR CL g m qg� AT 6-O.C.BOTH WAYS&H.D. -L 7 g yi5 12 ' :•i.:i:.u''''4"ia:.:. ...I. DAILY.THREADED"OLT HOOKED - a Z ml UNDER STEEL MAT.CHAIN FASTENED « _ C TO J•BOLT WITH H.O.GALV.NUT. g g o M Reviewed by Y Oa IL m El / Col-ble Research&Tesdnq O � .. m ` MIN.1Y BURY DEPTH _ 10140 Stem Road,P.O.Box 933 COMPACTED FILL.FIRM 3y NATIVE SOIL,OR ROCK Windsor,CA B5-0B2 /O'� Q C: N a a If J, -- - - Phone/Fox 707-838.1680 L.L m O M^3� Q IAS and ICC/ES Apro"d Testing Laboratory tD U U- _ + r Seal' O J 3 C Le y fC t0 t1p ca W E. 'a m�3 d ♦� U NOTES: c 1.DESIGN CONFORMS WITH 2O10 FLORIDA BUILDING CODE. 2.INSTALLATION TO BE IN CONFORMANCE WITH - • MANUFACTURER VIKING POOLS,INC.AND 2006 Appendix s ANSVAPSP-7 AND 2007 ANSI/ASME-A 112.19.8 . SPECIFICATIONS. 2 ' LU Town of Barnstable co F�"�rasti Regulatory Services m Richard V. Scali,Interim Director Z 9 MASSS. Building Division �iOrfD �pia Tom Perry,Building Commissioner O - 200 Main Street, Hyannis,MA 02601 www.towin.barnstable.ma.us Office: 508-862-4038 _ Fax: 5087790-6230 PERMIT# f ^FEE: $ SHED REGISTRATION RESIDENTIAL ONLY ' 200 square feet or less R5 I old 01 C�,�fe�v�lie ' Location of shed(address) Village.- C"rd7��-836-�535 ` Property owner's name Telephone number 15y .�+ (� 1x.�y') 177,1005`00l Size of Shed Map/Parcel# " -7'3 11-7 Signature Date t Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? „ If over 120 square feet,you must file with Old King's Highway , Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION r FEE. PLEASE SEETHE APPROPRIATE COMMISSION FOR DETAILS. . THIS FORM MUST 'BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:110413 Town of Barnstable Building .., . .._„ ., .. t beRefa'med'onzJob andthisa:Card-Must beuKe"t 16 - - Post,Th�sCard So Thatrt is.;Uis�ble>Fromthe Street, A royed;Plans„Mus Posted Until F�nallns action Has�$een Made ' � � � � li w Permit + WherearCertificateof Occu anc ,is Requ�red�siach Building shall Notbe Occupied until a F.mal,lnspection has been made ;...:;Rp ,.tiY'•:�. .s...,. " Permit No. B-17-3576 Applicant Name: Thomas Wineman Approvals Date Issued: 11/03/2017 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 05/03/2018 Foundation: Location: 951 OLD STAGE ROAD,CENTERVILLE Map/Lot 172-005-001 Zoning District: RC Sheathing: Owner on Record: CABRAL, MARK J&DELANE,CHRISTA E ;, CortractorName` THOMAS WINEMAN Framing: 1 Address: 951 OLD STAGE RDA CotractorLicense CS=109669 2 CENTERVILLE, MA 02632 x Estv"Project Cost: $ 16,779.00 Chimney: Description: installation of expanded roof mounted solar photovoltaic system on Perri it Fee: $135.57 newly constructed addition. 5.10kW system consisting of(17) a Insulation: SW300 panels. Fee Paid:` $135.57 {� p I Final: C ( Date 11/3/2017 Project Review Req: x Plumbing/Gas Rough Plumbing: t 77 - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by a,"ft this permit is commenced within six months erAssuance. Rough Gas: All work authorized by this permit shall conform to the approved application and theyapproved construction documentsfor 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 orroad and shall be maintained open for publfc 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:bythe Buildingand Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing a . .. 2.Sheathing Inspection Final' 3.All Fireplaces must be inspected atthe 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 e 1 r Town of Barnstable W7�EEIPT SA ass 200 Main Street, Hyannis MA 02601 508-862-4038 ' _ E Application for Building Permit _ #ry Application No: TB-17-3576 Date Recieved: 10/16/2017 Job Location: 951 OLD STAGE ROAD,CENTERVILLE Permit For: Building-Solar Panel-Residential 5. Contractor's Name: THOMAS WINEMAN State Lic. No: CS-109669 Address: Osterville, MA 02655 Applicant Phone: (508) 563-6990 (Home)Owner's Name: CABRAL, MARK J&DELANE,CHRISTA Phone: (774)$36-8535 E (Home)Owner's Address: 951 OLD STAGE RD, CENTERVILLE,MA 02632 Work Description: Installation of expanded roof mounted solar photovoltaic system on newly constructed addition. 5.10kW system consisting of(17)SW300 panels. x Total Value Of Work To Be Performed: $16,779.00 Structure Size: 0.00 - O.QQ 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Thomas Wineman 19/16/2017 (508)563-6990 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $16,779.00 Date Paid 1 Amount Paid Check#or CO I Pay Type Total Permit Fee: $135.57 3 Total Permit Fee Paid: $9.00 1 TOWN OF BARNS.-TABLE BUILDING PERMIT APPLICATION Map Parcel 80 Application Health Division 20111 jUL —3 F " Date Issued ,Conservation Division Application Fee F Planning Dept. _ Permit Fee 1 dA I I N Date Definitive Plan Approved by Planning Boar Historic - OKH Preservation/ Hyannis Project Street Address �S t O 0_ S%E Village Owner d + r AddressJ,S/ 60 'ag Telephone Permit Request Jn,5,011a;t7n1 0 solar ph0 vd- (� d - gVn Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new honing District Flood Plain Groundwater Overlay Project Valuation q; � Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No I On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes .❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - -- --.-- Name / I d Telephone Number See� Address P® /l7 License # CS— eX939 Home Improvement Contractor# ®� Email `Iv 'I � COM Worker's Compensation # ble'cg ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE c " Zo- ! J FOR OFFICIAL USE ONLY { APPLICATION# ` DATEISSUED MAP/PARCEL N0: ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME { INSULATION f FIREPLACE ELECTRICAL: ROUGH FINAL s PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE-3CL0$ED OUT ASP-0,ATION PLAN NO. ,4 fR . l The C0mmokwealth_WgWOSAC"setts Iepartr9een�t of l'ndustrralAccadents Office.;of InvestigatdahS 1 Congeess Sheet,Suite I t�10: " Bostoji-M @2114 26I7 wsw mass. w1dia ' Workers'Compensation Insurance Affic apt Builders/Con -Eleef ric nslFlumbers Applicant Information. , please_print I�e Name �ibly _.._. . . (BusineWot ganitiario n/Inmvtdual)_; / 7 Address �lJ j X / City/St ]Plione:# Are you an employer.?Checlz:,the appropngge x T e of ro act re trued :: 4. I ana a enerat contractor;and I p ( q I.El I am a employer with g 6 New copsttuc6 employees(full and/or:part=time),* have htred.the subcontractors �`' 2.Ej I am a sole p opnetor or pattner. --fed the attached:'sheet 7: 0 RemodeLng ship and have no employees These sub contractors have g- [�Demottioi :. working for me'in any capacity; eployees and have workers' co Insurance r 9 ❑Butldtn9 addttton ` [No workers' comp:: nsurance ' 5'. We are'a corporarion;and Its' 10 D Electneal repairs or addlttons required] ; officers,have.,exercised their 3'.'Q T am;_a homeownef..dotng all;work Pluinbtng repairs or addlttons . myself. [No:workers' comp: nght of exemption per MGI: 12❑;Roof repairs, c 152; 1 -4 ,and we have no Insurance required]'� § O 13 employees:.[No workerrs'. [ Other.. comp:::insurance required,] Anyapphcanfthatchecksbox#I:=mustaTsafigoutt6esecnonbeiowshoanngtheirworkers compeisanonpollcylnforsnauon:: TTomeownersivlio snbmitthts.afidavit ui3icaung they are doing all work a»d then hire outside contractors must submit a new affidauit trdicahng_suebq $Contractors that check this box mpst attached an additipq sheet shotviiig the name of.the sub-contractors and`state whether or hoV.those enftties have: _. employees If the sub contractors',k�ave 8mployee they must piovade tk pr workers comp.pobcynumbeis I afn ata employer that as provadig�` iIn fsourrmanactei oCno.mpatay Name:.. . . .�/./w-ork ,yp���",[/�; asuna r-ance f .rlyBormy moes: elw s / Policy# se: thepolacy atad Job. ;scte:' � or Self Ins':Ltc x Jol Site Address:`.. City/State/Zip: Attach'.a.copy of:--e workers' compere ataon policy detlarati, page:(showing the pokey.number and expiration daze):, 6 ]4aure to secure coverage as required:under Section 25A;of7vlGl c. t 52 can lead to the-:impositon.of.enmtnal penalties.of.a,' fine.up to$1;500.0,0 and/or one-year unpr sonment,as well as civil penalties itI the formi:of a Up.,WQRK ORDER and a fine; f of up to$250 00 a day agailstthe violator: Be advised that a copy of this,statement maybe forwarded to the Office o investigations of the MAI-or insurance coverage verification; , I do;3aer eby certa fy.under lae paares and pelaattaes;of penury,that the rnformatton provided above as) e' an eorrecL Date: 77 ......; Offaeaal use only:, D.o n©t wrate`an thas>rtrea,to;;be completed by caty or town official. City or Town: ._......,.: - perrn><t/Lcense _. Issuing Authority(circle one); t.Board:;of Health 2;Buildaa g:be- rtnient 3 Caty/'Jf'own Cie.1k 4'..Electrical inspector':5 plumbing Ii- ectflr 6.Other Contact:Person: _ Phone#� 6/9/2014 10:35:07 AM PST (GMT-8) FROM: 100005-TO: 16884248824 Page: 2 of 2 CERTIFICATE OF LIABILITY INSURANCE DATEsls"1 0( MID, ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s . PRODUCER BRYDEN&SULLIVAN OF DENNIS INC CO NAME T PO BOX 1497 PHONE FAX SOUTH DENNIS, MA 02660 "� "°' EMAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC A INSURERA: Liberty Mutual Fire Insurance 23035 INSURED INSURERS: MICHAEL HORGAN DBA HORGAN &ASSOCIATES °NSORERc PO BOX 1171 ENSURERD: BREWSTER MA 02631 PISURERE: ENSURER F: COVERAGES CERTIFICATE NUMBER: 20446859 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUER POLICY EFF POLICY EXP LIMITS I POLICY NUMBER MMID MMIDD/YYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR RENTED $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICYD PRO- JECT LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABLITY CINGLE L T1= $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Paraccident UMBRELLA LIAB HOCGUR EACH OCCURRENCE _ $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ A WORKERS COMPENSATION WC2-31 S-388257-013 1118/2013 11/8/2014 STATUTE ER AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y/" E.L.EACH ACCIDENT $ 500000 OFFICER/MEMBER EXCLUDED? ®NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500000 If yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schadule,may be attached if more space Is required) THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR MICHAEL HORGAN This certificate cancels and supersedes all previously issued certificates,only as they relate to workers compensation coverage. Workers compensation insurance coverage applies only to the workers compensation laws of the state MA. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE' 397 MAIN STREET THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 397 MAIN STREET EET ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENiAT1YE Liberty Mutual Fire Insurance ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD CERT NO.: 20446859 CLIENT CODE: 1639601 Anne Chandler 6/9/2014 1:32:28 PM (EDT) Page 1 of 1 6/6/11,114 U9:11.1 Hryaen ana aulllvan Kas-i►clean energy aeslgn 1/1 HORGAMI OP ID: KS CERTIFICATE of LIABILITY INSURANCE DATE(0610611l4 6N 4 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ` IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the po icy(ies)must-be endorsed. SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. Bryden&Sullivan InsAgency Fax: 508-394-226 PHONE FAX of Dennis Inc. AfC No Ext: (AIC,No): 485 Route 134,PO Box 1497 L So.Dennis,MA02660 Dennis Office INSURER A:NGM Insurance Com pany 14788 INSURED Michael Horgan dba - -,- - - - ,. INSURERB[ Horgan Assoc PO Box 1171 INSURER c Brewster,MA 02631 INSURERD: INSURER E INSURER F: - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTEWBELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 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. 1 SR TYPE OF INSURANCE POLICY NUMBER p LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A COMMERCIAL GENERAL LIABILITY MP093190 12/21113 12/21/14 PREMISES Ea occurrence $ 500,00 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 10,004 X Business Owners PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ ry 2,000,00 POLICY PRO LOC $ AUTOMOBILE LIABILITY - , - ccident • $Ea a ANY AUTO + BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PIRP R D E - HIRED AUTOS AUTOS Per accident $ $ UMBRELLA LIAB OCCUR - EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTI $ OWEREARTNER/EXECUTIVE NSATI AN EMPLLIABILITY YIN N TOR LI I R y NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under QF1;CPIPTIQN OF OPERATIONS beo ` E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) ertificate of Insurance issued for insurance verification-purposes.. iberty Mutual to issue Workers Compensation certificate. BARNS-2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE. ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable 367 Main Street AUTHORIZED REPRESENTATIVE m Hyannis,MA 02601 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name•and logo a a registered marks of ACORD 6/6//220014 2 : 36 : 25 PM 8618 2 04/04 r DATE(MMIDDNYYY) ;�► CERTIFICATE OF LIABILITY INSURANCE 0610 612 01 4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). - PRODUCER 02743-001 NAUCTACT DEBIJAMES Leonard Insurance Agency Inc PHO No.E:t; (508)428-6921 FAc.No.: (508)I20-5406 683 Main Street Suite B RAMoS Ess:, Osterville,MA 02655 r INSURE S)AFFORDING COVERAGE NAIC INSURERA: A.I.M.Mutual Insurance Company 26158 INSURED INSURER B: r Clean Energy Design LLC ` 11 Oak Lane INSURER D Osterville,MA 02655 INSURER E`. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREINAS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE I POLICY NUMBER POLIDY E� PO MLICY XP) LIMITS , GENERAL LIABILITY RAID lY ffDDDD EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ PREMISES Ea occurrence CLAIMS-MADE OCCUR. MED EXP(Any one person) $ PERSONAL&ADV INJURY $„ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ OLICY RO OC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS . AUTOS BODILY INJURY(Per accident) $, v HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAR OCCUR I. EACH OCCURRENCE $ EXCESS LIAB CLAIMSMADE AGGREGATE $ DED RETENTION $ . $ RKKEERRgg popM� ryry qq pp C �J H AND EMPLOYERSELIABILITNI t X TORY LIMITS OER AN PROPRIETORIPA�TNSRIEXECUTIVE YIN E.L.EACH ACCIDENT $, 500,000.00 A (Mandatory NH) EX LU ED? - ® N!A VWC-100-6017470-2014A 51212014' 51212015 (Mandatory in NH) r E.L.DISEASE-EA EMPLOYEE $ 500,000.00 ��ff s dde ff ` E.L.DISEASE-POLICY UMIT $ 500 DCRIIONibe under OF OPERATIONS below ,000.00 DESCRIPTION OF OPERATIONS f LOCATIONS!VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required). CERTIFICATE HOLDER CANCELLATION Tow of Barnstable 200 Main Street SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Hyannis,MA 02601 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. • AUTHORIZED REPRESENTATIVE O 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 4308 List of Sub Contractors: Clean Energy Design, LLC—Workers Comp Policy#VWC1006017470-2013A Effective: 5/2/13—5/2/14 11Oak Lane,Osterville MA 02655 Friday,January 31,2014 SnapNrack- Norman SnapNrack 775 Fiero Lane,Suite 200 PV Mounting Systems San Luis Obispo,CA 93401 "Series 100 Roof Mount"Cover Letter Scheel To Whom It May Concern, We have performed calculations for the 100 series roof mount PV system based on Structural the information provided by SnapNrack. Included with this letter are the report and calculations. We did the calculations in accordance with the 2012 IBC,ASCE 7-10, 2012 NDS, and guidelines stated in the Solar America Board for Codes and Standards. Engineer Some of the components in the SnapNrack test data were used to determine the capacity and section properties of materials. We collected the test data using the 5022 Sunrise Blvd. procedures outlined in the 2012 IBC Chapter 17. Fair Oaks,CA 95628 (916)536-9585 (916)536-0260(fax) We included the following types of load combinations and building parameters into our calculations: 1989-2013 24 years of excellence • ASCE 7-10 wind speeds from 110 mph to 190 for B and C exposure categories • ASCE 7-10 Seismic Design Category E • ASCE 7-10 Snow Loads up to 120 psf ground snow e Buildings with mean roof heights up to 60 foot tilt angles / roof pitches Norman Scheel,S.E. from 0 degrees to 60 degrees. LEED AP BD+C LEED AP Homes The calculations have also been completed in accordance with the 2006 IBC,2009 Fellow—SEAOC projects IBC, and ASCE 7-05. To use the data contained in this packet for that are Fellow-ASCE I� E-mail:normOnssexom being evaluated to the older ASCE 7-05 wind speeds,refer to Appendix A for a wind speed conversion chart. Find the ASCE 7-05 (IBC 2006/2009)wind speed in Rob Coon General Manager the Chart in Appendix A, identify the corresponding ASCE 7-10(IBC 2012)wind E-mail:robcoonrmsse.com speed value,and proceed with using the charts contained in this packet with the Steve Smith P.E. adjusted wind speed value. Project Manager E-mail:stevesmithr:nsse.com In our opinion, the mounting system, outlined by SnapNrack Series 100 PV Mounting System Code Compliance Installation Manual, is acceptable and meets Steven Cooksey the loading requirements as stated above. See the report and calculations included EAD E-mail:sleve(dnsse.com supervisor ma with this letter for more information. Jackie Winslow If there are any further questions,please contact Norm Scheel. Office Manager E-mail:iackie(d�nssexom Norman Scheel PE, SE GF LEED-AP BD+C,LEED-AP Homes 0 Fellow SEA C �� N Fellow E. u WHEEL MUC7U No.36044 �I����STE����♦ `E�laa�i EN��o SNAPNRACK SERIES 100 ON FLASHED L-FEET REVISION: I I - FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD _ COMPOSITION SHINGLE ROOF SURFACES - i FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED 'f-SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK STANDARD RAIL op i I i I i i I ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS ROOF SHEATHING,) STEEL PURLINS) UNDERLAYMENT, AND ROOFING MATERIAL,TYP. SNAPNRACK FLASHED L-FOOT i ����n I7���n n MAINSTREAM ENERGY CORP. I DESIGNER: G McPheeters SCALE: DNS PART NUMBER: DESCRIPTION: REV IUD\V�� �lfU1[1 "�fR��`��"� �`UISOB15PO=" QSA SERIES 100 OVERVIEW,ON FLASHED c �+or+ec�exeemB•F'x mos�exem� DRAFTER: D Ryan S100 D01 r pM�tloanufl no omru� �._,. e�,,. DATE: 120113 L-FEET i i APPROVED BY: T r AW 3 J' a� 951 Old Stage Rd. Barn . r,14 Gooq e Goo 4W 1995 Imagery Date: 3i 11,2012 4F40'22.38" 14 70121'46.21"by elev S°> a b, Office of Consumer Affairs and Business Regulation -k, 10 Park.Plaza Suite 5170 Boston,.Massachus tts 02116 • a Home Improvement Contractor Registration Registration: 149004 - Type:: DBA t, tl �u,. ,*` Expiration: 11/22/2015 Tr# 246261 CLEAN ENERGY DESIGN ,1 THOMAS WINEMAN: :fl ;;; 1.11 OAK LANE , OSTERVILLE'MA 02655 Mfi � , . Update Address:and returiitard :Mark reason for change. Address . Renewal Employment 0 LosfCard SCA4 0 26M-054 enrrrnraon�orci�G� Af6�JCGGILunr/„/3 , . fGcc;of.Consumer Affairs Bi.Busios Regulation y License or registration valid for indiydul,us' se —-r r: before the expiratioif ate. If found return'to ME IMPROVEMENT CONTRACTOR e IstraUon; Type: ( Office of Consumer Affairs and Business Regulation- !' 9 149094 YP Plaza Su 1=xpiration = 11122/2015: DBA. I0 Park P - Suite 5170. F >... . s f r Boston,.MA 02116. CLEAN ENERGY DESIGN^_ THOMAS WINEMAN $4' s- 11 OAK LANE Undersecretary Not.valid without signature: OSTERVICLE,MA 02655 "' a i ��GwJ�'✓L-� 1 S�-�- � l �� 4 ��.Q �� f ] Y�— .__. a F ,. 12'-6 7 span span nap-N-Rack racking system extruded aluminum rail attached using "L'feet and 4'x 5/16' SS lag bolts through to rafters at a Max of 48' apart Solar World 280 Mono PV panels 2 x 8 rafters on 16' center 33 degree pitch 16� x8 on 16' ctr I 2 x 6 studs on 16' ctr Clean Energy Design, LLC. cleanenergydesign.cor, Mark Cabral - 951 ❑ al Stage Road, Centerville, MA 02632 Mark Spivey mcLrkspivey2cleanenergydesign,core West Elevation View - typical date: 07/02/2014 II' 34'-8' 9' 9' II II II II II ii II I it I II H 11 II H II II it 11 II 11 11 II I I II II II II II II II II II II 11 II II II II 11 II II II II II II fl II II I I II I I I I I. I i I II II 1 II 11 II II II II I� II II � II II I 1'-6 " I I II II I ! II II I II ! II I II ! II ! I I it I Ili I II !! I l ! I II II I ! II II I III I II I II I II I I I II I III' I II II I I V I I II II I I II II I II I II I II I II I I I II I II. I II II I I I I II II I I II II I III I II I II I II I I I II I II I II II I I t I II II I I II II I II 1 it I II I II i I I II I II I II II I I' i I I II II I I II II I �II .I II I II I 11 I I I II I 11 III it II I I I I II II I I II II I II I II I II I II I l i I II I it I II II I I! I I II II I I II II I ill I II I II I II I I I II I II I II II I II I I II I! 1 I II it I 'Il 1 II I it I II I I I II I fl I 11 II II II I I II II I I II II I II I II I 'I I II I i I II i it I 11 II I II I I II II ! I II II I II I II I II I II I I I II I it II II II I I� .I 1 II II i I II II I II I II I II I II I I I II I II II II II ! I' I II II II I I II it I II I II 1 II I II I I I II I II I � II tl � I II 16'-6° 2x8 on �16' ctr 1 11 H 3 3 d e I I 1! I 1 ! I i ii g pitch I I II 11 I I II II I II I II I II I II I�) I II I II i II II t f I II 11 it I I ! I II I II i II it I I _ _ I� I I II II I I II II I II I II I II II II II II I II I II I II II I I I I II II I I II II I II I 11 I II II II II III I II I II I II II 1 I it I I it II I I I II li I II I II I II II II II III 1 II 1 II I II it I I I I II II I I II II I II I II I I II II II III I II i II I II II I I I I II II I I II II I II I II I II II II II II� I II I II I II II I I I I II 11 I I II II I II I II I II II II II II I II 1 II I II II I I 1 I II II I I II II II II I II I II II II II II I II I II I II II I I I II II I II II II II II II II O II II II II fl II I, � I I I I II II II II II I I I �— I II II II II II II II II fI tl II II II II II II II II II it II II II II II I � II II II II II II II II !! II II 11 II II !! II II II II Ii II 11 II II II I 1'-61 6° I II II a II II !1 11 a !! n 11 !! a !! !! 11 11 I! II 11 1! !1 !1 a 11 ! nap-N-Rack Aluminum rail mounting system Aprox: attached through to 2x8 on 16' rafters SotarWortd 280 Mono PV panels Location of with 'L' feet, 4'x 5/16' SS tag bolts at (1,22' x 39.41' x 65,49') 'L° foot a maximum of 48' apart shown with V spacing on alt sides xisting roof vent Clean Energy Design, LLC, cteanenergydesign,com Mark Cabral - 951 Old Stage Road, Centerville, MA 02632 Mark Spivey markspivey@cleanenergydesign.com Roof face view - Main roof section Panel, racking, and 'L' foot layout date 07/02/2014 28' aprox. location of 1 24' existing vent pipe 24" 1 II II II II II II II !i II II II I' it II II II II II II II I 1�_1' -611 I II II II I I I I I II Ej 16 �p I II I If 11 it If 1111 fill 11 If 11 IL it 11 1 �— I I II I II I II II I I I II II I � II II I I II II I I .I I II I II i ! II II I I I II II I I II II I �I I II II I I II i II I II I II II I ; I 11 II I I II it I I I II II I I I I II I II ! II II I I I .i it I I I II 11 ! i I II it I II 'I I it ! II I II II I I I II II I I II II ! ! II tl I II I I II ! li I i II II I I II II I I II II ! ! II II I III I I II ! II I II II I I II II I I II it I I II II I I VI I I I I II II II I I ii I II II I i i i �i III II� I II I II I II it it i I 11 If I ! II II I I II II I ,I I II I II I II I II it I I I II II I ( I II II I I II II I it I I II II, II II I II I I I If I II I II i I I i II II I � I II II I I 11 II ; !1 X8 On 16' Ctr I i I I I I I I 11 if I I if 11 1 1 11 11 1 33 deg pitch Ili I II II II II I I II II 1 1 If li I 16'-6' II I �l II I II I I II I II I II II I I II tl I I II II I I II II I !I I I II I II I II II I I II II I � I II II I I it II I II I II I III i II II II I it II I � I II II I I II II I it II I II I II i it II I I II II I II I 11 II I I II II I I II I II I III I II II I I II II I I II II I I II II I I li I II I II+ I II II I I II II I II I II II I I II II I I II I II I If I II I I I II II I I I! i II I Il• I II II I I ii II I I II II i I II II I I I I III I I I II I II II �I I�; � II 111 II II II II � tl II I II if I I I I II I II I II II I I II II I I I II II i ! I II 11 I I I I It I II I II II I I II I; i ! I II it I I it II I II I I 11 I III I II II I I II II i j I II II II I it II I I I, I it I II I II II I I II II I j I II it I I II II I li II I II I it I I II II I I II II I I II II I I II II I II 'k HI II I II i I i i li 1'-6?jI II II !! If II II II II II II II II 11 II II II II II II II I, 1 61 ' II II !I II �� II II II II II II II it II II I II II II II II Ij 2�� nap-N-Rack aluminium rail mounting system 24' 4 attached through to 2x8 on 16' ctr rafters using 'L' feet and 4'x 5/16' SS tag bolts Solar World 260 Mono PV panels \—'Aprox, Position of 'L' feet C1,22'x39A1'x65A9' mounted with 1' clearance all sides) I Clean Energy Design, LLC, cleanenergydesign,com Mark Cabral - 951 ❑W Stage Road, Centerville, MA 02632 Mark Spivey markspivey@cleanenergydesign.com Roof Face view Carrage House roof date 07/02/2014 ....... ....:.mot :u.::- ._ . •.:: , - - Tr T 6 i Y. } 2 S y! y L �� ��� �'�t`ari�t£t#fS�.��'''� �t.+,..t�•n },* t �: 'CP t5 0 rea3sil8ewD !use Qniy, O€TacrmFConst�sasr 4�aam4r�acia�aats u k �e;ore theeaprrhhan date ijtou;►if*turn to r s�${�PA�11�9Pi804ffNli ti�AQF �CfR � � � �f �m,,,�tf�ce o£Cons tzar A`�aers and Etas►ne3s Regutatton xRn an �vlti flLa16 4 _ �� r �r � n z •� i Fi few Y P�116'L4 fV �K a �i + y �� Lj.,4Rt�ilf.��RiF!1;25C6 'ry fif®dtese�tn i� i � �1VQY Ys�t3�nthoet stgn2ture _.i 3 � 4 } { L t t t. F Bea # n � .sia 4 r t j F f r .4 �' �R3.:.-µ.:•i '9';�J7 P..,�, `L �� ^i k � r _ � k F 4 yy F fF@S r tX - o i -Y P � Y ; s r x � k } t - - Y ' � E► ,� Town of Barnstable ' .� Regulatory Services * sAsrrSTAst.E, : . MASS Thomas F. Geller,Director 16yy. �m '°rEn►r+A�a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstable.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 subject property hereby authorize to act on my behalf, U in all matters relative to work authorized bythis building permit application for. (AddrrsS Job) 71t q� Signature of Own r Date Print Name If PrV-qiV Owner is applying for permit please complete the- Homeowners License.Exemption Form on the reverse side. QYORMS:O WNERPERMISSION Town of Barnstable F THE Tp� �o Regulatory Services . � a,�nnterners, � Thomas F.Ceiler,Director ram. 9 �' Building Division 3 �pTFD la Tom Perry,Building' din Commissioner ►+�` 200 Main Street, Hyannis,MA 02601 WWW•town.barnstable.ma•us Fax: 508-790-6230 Office: 508-862-403 8 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: street village number .,HOMEOWNER": home phone# work phone# .name CURRENT MAILING ADDRESS: t zip code city/tow, stan t 1 The current exemption for"homeowners"was extended to include owner ccu ied dwellin s of six units or less and for hire who does not poss ss a license,provided that the owner acts as to allow homeowners to engage an indivrdual supervisor. DEFINITION OF HOMED R Persons)who owns a parcel of land on which he/she resides or inten _ to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures acre sory' to such use and/or farm structures. A person who constructs more than one home in a two-year period sh not be considered a homeowner. Such ,homeowner" shall submit to the Building Official on a form accept ble to the Building Official,that he/she e re onsible for all such-work performed under the budin ermit. (Section 109,1,1) The undersigned"homeowner"assumes responsibility for compli ce with the State Building Code and other applicable codes,bylaws,rules and regulations, The undersigned"homeowner"certifies that he/she understands e.Town of Barnstable Building Department e ments and that he s e will comply with said procedures and minimum inspection procedures and requir i requirements. Signature of Homeowner , Approval of Building Official Note: Three-family dwellings containing 35,000 c bic feet o larger will be required to comply with the . State Building Code.Section 127.0 Construction Control. HOMMOWNER' EXEMPTIO The Code states that: "Any homeowner performing work for hick a building t is required shall be exempt from the provisions rovided that if th homeowner enga ges a person(s)for lure to do such of this section(Section I o9.1.1-Licensing of construction Supervisors p work,that such Homeowner shall act as supervisor." di Q Many homeowners who use this exemption are unaware th they are assuming th responsibilitiec'of a supervis problems, (sec Appen rndix , _ Rules&Regulations for Licensing Construction Supervisors,Sectio .15) This lack of awar ess often results in serious particularly when the homeowner hires unlicensed persons. In this case,our Bo cannot procecd against a unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately res nsible. To ensure that the homeowner is fully aware of his/her ponsibilities,many communities require,as Part of the permit application, that the homeowner certify,that helshe understands the responsib' ties 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/c nation for use in your community. Q:\WPFILES\FORMS\homerxempLDOC V 88 ii '' II ii{ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Itl `t�l� \ o 201�6 Map 7 Parcel O S Uo Application # Health Division Date Issued Conservation Division Application Fee 5 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis �r Project Street Address `` , i Village � �. C Address Owner Telephone `T — L 1 B k Permit Request P r /2- Cub" r MCA klt2.2 a - Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new . Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . ❑ Two Family '❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Engineering RISE En Name g� g Telephone Number 401-784-3700 Address 1341 Elmwood Avenue License # 100459 Cranston, RI 02910 Home Improvement Contractor# 120979 Worker's Compensation # `ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �`" DATE aI a I Erik Nerstheimer for RISE Engineering }J r r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. 4 i ADDRESS VILLAGE i - OWNER ' DATE OF INSPECTION: TM' FOUNDATION t FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL •�GAS:4 ..- ROUGH ti FINAL .FINAL BUILDING"A •oii f l j DATE CLOSED OUT ASSOCIATION PLAN NO. 'r } . i w The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, Mass. 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Dame(Business/Organization/Individual): RISE Engineering a division of Thiel ch ngi neP ri ng Address: 1341 Elmwood Avenue City/State/Zip: Cranston, RI 02910 Phone#: (401)784-3700 or 1-800-422-5365 Are you an employer? Check the appropriate box: Type of project(required): 1. 0 I am an employer with 4. 0 I am a general contractor and I 6. 0 New construction employees(full and/or part time),.* have hired the sub-contractors T ❑Remodeling 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance. $ required] 5.0 We are a corporation and its 10. 0 Electrical repairs or additions 3. 0 I am a homeowner doing all work officers have exercised their 11. ❑Plumbing repairs or additions myself [No workers' comp. right of exemption perm MGL insurance required] t c. 152,§ 1(4),and we have no 12. 0 Roof repairs employees. [no workers' 13.N Other Insulate comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. :Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contactors that check this box must attach 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: The Preston Agency Policy#or Self-ins.Lic.#: 3730961-01 Expiration Date: 1/1/12 Job Site Address: "1 V _ City/State/Zip:_ 0 fY l` -e"_I lL 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 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 $250.00 a.day against violator.Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DU for coverage verification. I do herby certi and the ins enalties'of perjury that the information provided above is true and.correct. Si nature: '` Date: 24 Print Name: Erik Nerstheimer Phone#:(401)784-3700 or 1-800-422-5365 x 1 33 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): LBoard of Heath 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact person: Phone#: r. OP ID: 31 CERTIFICATE OF LIABILITY INSURANCE UATE,M 12J0I130/1YYY, 0 , THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER 401-886-8000 CONTACTNAME The Preston Agency,Inc. 401-886-1700 PHONE FAX 1360 Division Rd Suite 303 . A/ "° Ekt° Alc "° E. MAIL PO BOX 810 ADDRESS: ' East Greenwich,RI 02818-0810 CUS OMERID#:THIEL-1 i INSURER(S)AFFORDING COVERAGE NAIC# INSURED Thielsch Engineering,Inc INSURER A:Zurich-American Ins Co. - 1 Hi elsch Group Inc. INSURERS:American Guarantee&Liability Tech Realty Inc. INSURER C:North American Capacity 95 Frances Avenue � p ty Cranston,RI 02910 INSURER D:Hartford Insurance Company INSURER E: - INSURER F i ' COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP - LTR POLICY NUMBER MMIDDNYYYI LMM/DDNYYYI LIMITS ` GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY 3730962-01 01/01111 01/01/12 PREMISES(Ea occurrence) $ 300,00 CLAIMS-MADE FK OCCUR MED EXP(Anyone person) $ 10,00 PERSONAL 8 ADV INJURY $. 1,000,00 GENERAL AGGREGATE $ 2,000,00 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMNOP AGG. $ 2,000,00 POLICY X PRO LOC Emp Ben: $ 1,000,00 AUTOMOBILE LIABILITY _ - COMBINED SINGLE LIMIT- A X ANY AUTO 3730963-01 01/Or1/11 01/01/12 (Ea accident) $ 2,000,00 ALL OWNED AUTOS BODILY INJURY(Per person) $ „ SCHEDULED AUTOS BODILY INJURY(Per accident) $ PROPERTY DAMAGE: $ HIRED AUTOS (Per acddent) NON-OVVNED AUTOS $ $, UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,00 8... AUC-4867188-00 01/01/11 01/01/12 DEDUCTIBLE $ RETENTION $ $ ' WORKERS COMPENSATION - X WC STATU- OTH- - AND EMPLOYERS'LIABILITY Y/N - ITORY LIMITSR - -A ANY PROPRIETOR/PARTNER/EXECUTIVE 3730961-61 01/01/11 01/01/12 .E.L.EACH ACCIDENT $ , 1,000,00 OFFICER/MEMBER EXCLUDED? ❑ NIA (Mandatory in NH) E.L.DISEASE•EA EMPLOYEE $ 1;000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 C Professional Liab DVL000026800 14/01/10 04/01/11 Prof Llab 2,000,000 D Leased/Rented Eqp 02UUNTD5678 7 01/01/11 01/01/12 Equipment 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) _ + CERTIFICATE HOLDER CANCELLATION TOWN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION.,All rights reserved. r ACORD 25(2009109) The ACORD name and logo are.registered marks of ACORD i r THIEL-1 PAGE 2 NOTEPAD INSURED'S NAME Thielsch Engineering,Inc OP ID:31 DATE 12/30/10 RIR Ong ngineerinp,a division of Thielsch En ineerinhq,'Inc. �a kell Associa es ad* Thh Fn meen ,Inc. EA Laboratory,a rvlsjon o hn eim ,Ir�c. A Lalporetory,a ivy Ign o ifthnmeerin�Inc. tnglne Ming division �lielslcelsjnjj Thielschnginee In ,Inc. ater Ma ageme ervices,a division of Thlelsch Egligineering,Inc. I 91te r fang an usmess e u ation O ice o onsume _ g 10 Park Plaza:- Suite 5170 r M Boston, ssachusetts 02116 Home Improve ontractor Registration Registration 120979 Type: .Supplement Card z y `� F w , Expiration.: 3/25/2012 " THiELSCH ENGINEERING ERIK NERSTHEIMER 1341 ELMWOOD AVE. a CRANSTON, RI 02910 e Update Address and return card.Mark reason for change. Address- E Renewal [-]'Employment Lost Card DPS-CAl io 5OM-04/04-G101216 j - �/e C�an�nreoouise�c ' -Office of Consumer Affairs&Business Regulation License or registration valid far individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation RegistrationP79 Type: 10 Park Plaza-Suite 5170 Expira —"12 Supplement Card Boston,MA 02116 THIELSCH ENL _ - �� � - 1 ERIK NERSTH -= lv 1341 ELMWOOD ' - ��-- CRANSTON;RI 029" Undersecretary Not valid without signature Licensee Details Page 1 of 1 The Official Website of the Executive Office of Public Safety and Security(EOPS) Mass.Gov Home Public Safety Department of Public Safety Licensee Complaints License Type Construction Supervisor License# 100459 " Restriction WS,IC Name Erik Nerstheimer City,State,Zip North Scituate,RI,02857 Expiration Date 3/28/2012 Status Current No complaints found for this Licensee. ' .Back To Search http://db.state.ma.us/dps/Iicdetails.'asp?txtSearchLN=CSLI00459 1/7/2011 `4 .{ , 6 y NAT-24531 - 1 p Control No: 34244 THE COMMONWEALTH OF MASSACHUSETTS Elm a , DEPARTMENT OF LABOR DIVISION OF OCCUPATIONAL SAFETY. 19 STAMF'ORD STREET,BOSTON, MASSACHUSETTS 02114 LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER RISE Engineering A Division of Thielsch Engineering, Inc. 1341 Elmwood Avenue Cranston, RI 02910 WAIVER: LW000672 EXPIRES: April 15,.2015 IN ACCORDANCE WITH M.G:L. C. 111, § 197(B)(b)AND 454 CMR 22.03(3)(b), THIS LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER IS ISSUED BY THE DIV. OF OCCUPATIONAL SAFETY TO THE CONTRACTOR ABOVE FOR THE PURPOSE OF PERFORMING LEAD-SAFE RENOVATION WORK. THIS LEAD-SAFE RENOVATION CONTRACTOR LICENSING WAIVER MUST BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH M.Gh'C. 111, § 197B(b)AND 454.CMR 22.04 WHEN PERFORMING LEAD-SAFE RENOVATION WORK. HEATHER E. ROWE,ACTING COMMISSIONER L, Printed on Recycled paper - RISE ENGE4EEMG Federal ID#05-0405629 . RI Contractor Registration No 8186 A division of Thielsch Engineering MA Contractor Registration No 120979 CT Contractor Registration No 620120 1341 Elmwood Avenue,Cranston,RI 02910 1— 4 Y (401)784-3700 MVAX(401)784-3710 CONTRACT. a Page 1 THIS CONTRACT IS ENTERED INTO BETWEEN RISE ENGINEERING AND THE CUSTOMER FOR WORK AS ENGINEERING DESCRIBED BELOW CUSTOMER a PHONE - r .DATE Client# Mark J Cabral (774)836-8535 , ' 12/02/2010 114519 SERVICE STREET - _ BILLING STREET - 951 Old-stage Road 951 Old-stage Rd SERVICE CITY,STATE,ZIP BILLING CITY,STATE,ZIP - - Centerville,MA 02632 Centerville,MA 02632 - JOB DESCRIPTION RISE Engineering will provide labor and materials to seal areas of your home against wasteful,excess air leakage. This work will be performed in concert with the use of special tools and diagnostic tests to assure that your home will,be left with a healthful level of air exchange and indoor air quality.Materials to be used to seal your home can include caulks,foams,weatherstripping and other products. Primary areas for sealing include air leakage to attics,basements and other unheated areas(windows are not generally addressed.) This measure is available for 1001/o rebate from the Cape Light Compact: $792.00 RISE Engineering will provide labor and materials to install a 9"layer of R-30 Class`1 Cellulose added to 628 square feet of open attic space. $690.80 RISE Engineering will provide labor and materials to install FSK foil faced rigid insulation board across the face of the rafters,behind the k knewall. Seams will be sealed with FSK foil tape. 130 square feet of area. $351.00 RISE Engineering will provide labor and materials to insulate the back of the basement.bulkhead door with 1"rigid fiberglass board and seal the door edge with weatherstripping to restrict air leakage. $100.00 RISE Engineering will provide labor and materials to install insulation and weatherstripping to 1 attic access hatch(es). $25.06 RISE Engineering will provide Ia r_ials to install a new,finished plywood,kneewall space access hatch.The hatch will be insulated, weatherstripped and held closed b e ho ood surfaces will be unfinished. Prime coat and/o paint is.not included.) �•�- RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,Mr air sealing measures,the Cape Light Compact offers a 100%incentive,which is outside of the$2,000 per calander year cap: -$792.00 RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for eligible measures,the Cape Light Compact offers 75%incentive,not to exceed$2,000 per calander year. $950.10 WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE,IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF ***Three,Hundred Sixteen&701100 Dollars $316.70 UPON FINAL INSPECTION AND APPROVAL BY RISE ENGINEERING.CUSTOMER AGREES TO REMIT•AMOUNT DUE IN FULL.INTEREST OF 1%WILL BE CHARGED MONTHLY ON ANY UNPAID BALANCE AFTER EO DAYS.SEE REVERSE FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING,AND CONTRACTOR REGISTRATION. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES t ` ro AUTHO - ISE ENGINEERING CUSTOMER ACCEPTANCE. - NOTE:THIS CONTRACT MAY BE WITHDRAWN BY US IF NOT EXECUTED WITHIN - DATE OF ACCEPTANCE O .. ACCEPTANCE OF CONTRACT-THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE - SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK �- DAYS' <, AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE - TOWN OF BARNSTAB R I S E Division of Thielsch Engineering,Inc. 2 3 "' Y 10 ?N 20 1341 Elmwood Avenue ENGINEERING Cranston,Rhode'Island02910 DS.VISjoij May 1, 2013 ` Thomas Perry, CBO Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Re: Insulation permits Dear Mr. Perry, This affidavit is to certify that all insulation work completed for 951 Old Stage Road has been inspected by a Building Performance Institute (BPI) certified Professional. All work performed meets or exceeds Federal and State requirement. Sincerely, Erik Nerstheimer Supervisor of Installations, BPI certified Building Analyst Professional and Envelope Professional, RISE Engineering, a division of Thielsch Engineering,Inc. 1341 Elmwood Avenue Cranston, RI 02910 401-784-3700 •800-422-5365 •.Fax 401-784-3710 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �� '( 00 Parcel Permit# n Health Division 1� A Date Issued 0 1 cz,- Conservation Division 10111103 Application Fee Tax Collector Permit Fee Treasurer Planning Dept. SEEPTIC SYSTEM MUST BE :NSTAILLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board @ T_I'TITLE 6 pp Historic-OKH Preservation/Hyannis , ^ �, I-1'7(- .' a."I ` Project Street Address ` 61 ®�� � ,q� got Village ��- Owner Mm-k +- ch r,5-hL 6o,bnot- Address Q61 a lei 5 6oy, Telephone 608- W btb-6.240 Permit Request Square feet: 1st floor: existing 916 proposed 964k2nd floor: existing proposed 7� Total new3 O Zoning District Flood Plain Zane C Groundwater Overlay Project Valuation Construction Type Lot Size_ Loq a Grandfathered: ❑Yes Al No 'if yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ . Multi-Family(#units) Age of Existing Structure rS. Historic House: ❑Yes A No L On Old King's Highway: ❑Yes b'No Basement Type: ik Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) g16 Number of Baths: Full: existing a new ® Half:existing new Number of Bedrooms: existing o'Z new Total Room Count(not including baths): existing 6 y new ® First Floor Room Count 3 Heat Type and Fuel: A Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes Ild No Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage: ❑existing ❑new size — Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing A new size OkkShed: existing ❑new size`O Other: Zoning Board of Appeals+Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes V No If yes,site plan review# —Current-Use. I-IytngT _� 2SdP�nQr� Proposed Use } BUILDER INFORMATION Name L Telephone Number ' 2� 5�°� Address 0 IA S License# 00-ro3 d- Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ) DATE I/g103 ' FOR OFFICIAL USE ONLY 4b P&RMIT NO. DATE I�1 UED 7 M MAP%P RCEL NO. f' 4 ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE 4 ELECTRICAL: ROUGH FINAL 1 y PLUMBING: ROUGH FINAL ' ^ ^i GAS: ROUGH J�� FINAL `a FINALBUILDING t1 [ � W �+R S►r1�a DATE CLOSED OUT ASSOCIATION PLANNO. The Commonwealth of Massachusetts = Department of Industrial Accidents office of/00500oos 600 Washington Street ! Boston,Mass. d2111 Workers' Com ensation Insurance Affidavit, i name: 1'It � I �If1S}tt nn nn�� e ' on: -I� Odd 5-�aoe. PA. city l M W71 1�k phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one worku in ca achy I am an em layer roviding workers' compensation for mY employees working on this job. 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'p f? i;%%?%%%<i^>j2%`[%.}•%i?%i?'i�%i%'i<a''S3i'%iy?y%%i%}%:a%i%'';i^; ?'k%?%iS?:%%>?;i j''> - •+.�:{��i:•:^:�:i:�iii'iiXti.�?:�ii:iiiii:�:L i}iT:i�i:?i�ii:4ii!:iv:1?:• ::::<v:::+i::i�:�i�iiti:$�:•iiii}: . :'#i:}:t?;.%:::%;•:;}'?;:':;';:;:?:tin:%:;Y':;:?!;:?;:{%}}}:';{:ti:•}:titiitti`?;;,;:ti:}:{':;}}r:;�:{y;+.}::;:;:;%;:;:;i}:;{ :;:!;:; �9risutan it1t I am a sole proprietor,general contractor, homeowner circle one)�and have hired the contractors listed below who r the following workers' commnensa:.t.o . n. olces;............. ''nSII1e'?'' ? 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I understami that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of pedury that the information provided above is trap mid carted Signature_tdj" &/M± ' Dim IOIiW ,D; T' Print name Phone# 509-qa0-59(oO official use only do not write in this area to be completed by city or town official f city or town: permdttlicense# ❑Buflding Department i ❑Licensing Board ❑checkif immediate'esponse is required ❑Selechnen's Office - []Health Department contactpenon: phone#; ' ❑Other (wised 9195 PIA) Information and tructions Massachusetts General Laws chapter 152 section 25 requires employers to provide workers' compensation for their employees. As quoted from the"law", an employee is define 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, also ation, corporation or other legal entity, or any two or more of the foregoing engaged in joint enterprise, and including a legal representatives of a deceased employer,or the receiver or trustee of an individual, ership, association or other egal entity, employing employees. However the owner of a dwelling house having not m e than three apartments an who resides therein, or the occupant of the dwelling house of another who employs persons do maintenance , co coon or repair work on such dwelling house or on the grounds or building appurtenant thereto s not because of such ployment be deemed to be an employer. MGL chapter 152 section 25 also es that every stay or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a siness or to co truct buildings in the commonwealth for any applicant who has not produced acceptable evidence o ompliance wit the insurance coverage required. Additionally,neither the commonwealth nor any of its political divisions enter into any contract for the performance of public work until acceptable evidence of compliance with insurance r ements of this chapter have been presented to the contracting authority. Applicants please fill in the workers' compensation affidavit co letely,by checking the box that applies to your situation and ` address and phone numbe ong with a certificate of insurance as all affidavits maybe supplying company names, ' submitted to the Department of Industrial Accidents f r lion of insurance coverage. Also be sure to sign and ,q �. . ;. date the affidavit. The affidavit should be returned < the or town that the application for the permit or licensers eats. hould you have any questions regarding the"law"or if you being requested, not the Department of Industrial ACc on policy please c the Department at the number listed below. are required to obtain a workers' compensati City or Towns legibly. The D artment has provided a space at the bottom of the Please be sure that the affidavit is complete and P affidavit for you to fill out in the event the Office of In 'gations has to ct you regarding the applicant. Please ' 'cease number which will b used as a reference umber. The affidavits may be rednmed to be sure to fill in the permrt/lr . the Department by mail or FAX unless other arrangem have been made. The Office of investigations would like to thank you in ce for you coopera nand should you have any questions. please do not hesitate to give us a call. 'The DeparGnent's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 Town of Barnstable °^ Regulatory Services sexigsTaai ss. .E Thomas F.Geller,Director 9 Hu `bAl fD 5 A�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW w SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, -improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Ao ko y Estimated Costit 36J MZ) Address of Work: o I d -`)4qe, ° Owner's Name: tAarK Date of Application: l o ILI d 3 I hereby certify that: Registration is not required for the following reason(s): MWork excluded by law ❑Job Under$1,000 []Building not owner-occupied NOwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. - SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. IOI d3 Date Owner's a e Q16 mschomeaffidav RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE - New Buildings,Additions $50.00 60 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE $�py square feet x$96/sq. foot= ?01 i" + x.0031= o915'7. I3 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) 619 square feet x$32/sq.ft.= O��1�o N x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: z square feet x$96/sq. foot= x.0031= STAND ALONE PERMITS e Open Porch x$30.00= (number) iDeck x$30.00= �! K (number) f a � - a x$25.00= 2 5- (number) Inground Swimming Pool q $60.00 . Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee ; E' r projcost To CM%AppaZm I Tsble J-4-=b(coxtiaued) aced with FosrO Fue1z prescriptive psaxpi far daa sad Tw"o'fr=4 F-a'deatisl Beildlags S MINIMUM MAXIMUM Wall Floor Basemeas SIa6 •Hcating/Cooling Glazing Glnzutg Calling pcizn Equipment EfFiciertey� � I Arcs 0/.) U-value R-vsluc' R-values R-values package 3101!0 6500 Resting Degrre Dsya° 6 Narasal I2Y. 0.40 38 13 19 t0 6 Normal R 1ZY. O SZ 30 l9 19 !0 6 15 AFUE g 12'/. 0.50 38 13 19 lwA N/A Normal T 15'/. C.36 3a 13 8 Normal 0.46 38 19 ig t0 A 13 AFUE 0.44 3E 13 25 N/A 6 15 AFUE Y 19 19 10 0.52 30 NIA Normal 18Y. 032 3d S3 25 N/A NIA . Nomml LAYA 38 ?S NIA 690 AFUE t 8•/4 0.4218'/. 0.42 38 13 19 10 0 18•/. O.SD q 014 s ' 1. ADDRESS OF PROPERTY: 0�63� C/MW16l Ise, � .2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: [)ARE FOOTAGE OF ALL GLAZING: g 3. SQUARE 4. %GLAZING AREA(#3 DIVIDED BY#2):x AA-see chart above). g, SELECT PACKAGE(Q-- METHODS OF DETERMINING ENERGY REQUIREMENTS NOTE: OTHER MORE EVOLVED ARE AVAILABLE, ASK US FOR THIS INFORMATION., r • BUILDING INSPECTOR APPROVAL: - Y N0: ;YES: 780 CMR Appendix NNI Footnotes to Table J�.2.1b., lass doors, skylights, and Glazing area is the ratio af�t�he area of the gl 7gfb m lies (including sliding-g basement windows if located in walls that enclose ed space,but excluding opaque doors) to the grass wall expressed as a percentage. U",to 1%.of the ton area may be excluded from the U-value requirement. area, P For example,3 ft=of decorative glass rr ay be exclu building design with 300 ft of glazing area. = After January 1, 1999, glazing U-valued must bed documented by the manufacturer in accordance with the National Fenestration Rating CouncNi TFRCcedure, or taken from Table 11.5.3 a..U-values are for whole units: center-of-glass U-values canna be useThe coiling•R-values do not assume a rais d ored truss construction. If the insulationachieves the fuIi insulation•thickness over the exterior walls ithpression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation maybe substitute insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). Fo v tilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion o goof. plus insulating sheathing(if used): Do not include 4 Wall R.-Values represent the sum of the wall ca ty insulation p g exterior siding, structural sheathing, and interior all.For example, an•R--19 requirement could be met EITHER by R-19 ca-Vity insulation OR R.13 cavity ins,11AA n plus R-6 insulating sheathing. Wa11 requirements apply to woad 1 nose or mass (concrete,masonry,log) all constructions,but do not apply to metal-frame construction. a The floor requirements apply to floors over conditioned spaces(such as unconditioned crawlspaces, basements, or garages).Floors over outside air must me the ceil g requirements. 'The entire opaque portion of any indivili I basement wall with an average depth less than 5 bes doorsef conditioned meet the same R-value requirement as bove-grade walls. Windows and slidinade must g glas basements must be included with the o er glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-vafue requirements are for untie led slabs.Add additional R-2 for heated slabs. 3 If the building utilizes elebtric resis cc heating use cTnpliance approach 3;4, or 5. If you plan to install mare than one piece of heating equipment a more than one pi ce of cooling equipment, the equipment with the lowest efficiency must meet or exceed the a ciency required by �e selected package. For Heating Degree Day requireme of the closest city o town see.Table 15.2.Ia NOTES: a) Glazing areas and U-values are aximum acceptable love . Insulation R•values are minimum acceptable levels, R.-Value requirements are for insula on only and do not inclu structural components. b) Opaque doors in the building a elope must have a U-valu no greater than 0.35.Door U-values must be tested and documented by the manufac rer in accordance with the nd an aggregate N C test procedure or taken from the door U-value in Table 11.5.3b. If a de the oor coma' s glass and use the opaque do r U-value to determine complian that door is not ce of the door. glass area of the door with your in One door may be excluded fro this requirement(i.e.,may have a -value greater than 0.35). ing,wall,floor,base ent wall,slab-edge,or crawl space 1 component includes two or more areas with c) If a ceil average different insulation levels,the omponentent.Glazines g or oredoor-omen nts campy-if the area-weighted averagelU- the R.-value requirement for t comport g value of all windows or doors less than or equal to the U-value requir ent(0.35 for doors). ,THE T� Town of Barnstable CF Regulatory Services Thomas F.Geller,Director MAss. 94, 1639. ,•� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 iffice: 508-8624038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION t, Tease Print DATE JOB LOCATION:. J O f�l J TGt K--(1`' � ✓1'K number street village . "1MffiOWNER": M XIY-k 5N,=q9-6-69-66 50� ?S pia mane pL �g home phone# work phone# CURRENT MAILING ADDRESS: I J O�lil �GlG1L Imo! C w kwvi 1(.e M,f4 t93�32- city/town state -zip code 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 Building Official,that he/she shall be responsible for all such work performed under•the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with.the State Building Code and other applicable codes,bylaws,rules-and regulations. The undersigned"homeowner"certifies that he/she understandss the Town.of Barnstable Building Department... minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowa 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 homeownet 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 persons)for hire to do such work,that such Homeowner shall act as supervisor." Manyhomeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix 0, 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. Tice 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 suoh a foini/certification for use in your community. OF�NETp�� The Town of Barnstable eABMSTABLE.MASS. Department of Health Safety and Environmental Services - a 1679• ,em _ .. °TfbM01 Building Division' 367 Main Street,Hyannis,MA 02601 ice: 508-862-4038 508-790-6230 ]PLAN REVIEW w „t 1 Owner: 0 _Ce l,O V'Q Map/Parcel: 1 22 O O ic— Do Project Address: Qc�2 Builder: l,UAQ, The following items were noted on reviewing: Oil 1 � 1 1 e� �oV� QTl VY\ . U C ors ' J , Reviewed by: .Date: wnl2-17-1996 12:00FM FROM YANKEE SURUEY TO PIZZUTI P.01 r �Ar , •`..l\ a. i' piPo�oS� �. PO RCX ;,px951Z DECK-t .. -let O \ / V tJ LOT i76 r e��ALA� :OT #S — ,-' G° / V I V, a LOT T7 1 RCS. ZONE. f1F" This MORTGAGE INSPECTION Plan is For E' Bank Use OnlyFLOOD ZON - ----------------- REG.ISTRY OWNER: COTUIT_REALlY'Y_TRIiST------------- '� %F,FD REF ?------------ BUYER:Z L9_84- 4%B- �G0 =1�. K�C LE:1"-- ----------- L ATE: 7/,�5 n ` h .P.EBY" CERTIFY '1'Q :Ysi,(�'1fi.IV--T -- -----. - ---THAT THE BUILDING OF %ass YANKEE SUJE THIS PLANIS IOCATED ON THE GROUND AS �� �A^y AND THAT ITS POSITION DOES _ CONFORM �,f; P•°uL �f CONSULTA THE ZONING LAW SETBACK REQUIREMENTS OF THE � � Mlr4 TiHE'N H 40B INDUSTRY f; TO�v,r of _ BAR-IV TaP_I __-----------avD THAT 1 No.3 � MARSTONS MILLS, bt2648 IT DOES NOT LIE WITHIN THE SPECIAL FLOOD HAZARD61 TEL 428-UURL'a AS SHO'A'N ON THE H.U.D. MA1= DATED_8�Z191�95 ST FrLX 420-05f � nit\.t--Pan l u 250001 0015C THIS PLAN NUT MADE FROM AN a IJMF.NT l qUi �. t\iER �,'V. PI -- SLIP.VEY. NOT TO BE IJSFD FOR FENCES. ETC. TOTAL P.01 unGc WLWT i _ IEiT ELE\/�T10N. .. - _.._ RIC.HT EkIMATIpN _ . . �:• . •..tip . �' ____ �. w �� ...-•, c - s�Ps p uN • " ' . . .: is —� ••• =11Pq� •_ .-- mm - , �. :. •.: 00 Erna ct.L�flrutFy . � .. - - �'1h _ ' 1•y'1 � 1 .?d Ifr11N SDOr�V•IMYIW f f Jb :w -_FR047 2Ly_ •� k � -u►7tQRll�i - = Department of Health Safety and Environmental Services 679. �� Building Division 367 Main Street,Hyannis MA 02601 'may 44f Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner TOWN OF BARNSTABLE Permit'.3(,029 SOLID FUEL STOVE PERMIT Date: Fee: Owner: LOI'l�l �loSi�A- Phone: Address: '79 � Village- MTotyl 32 Map/Parcel: 17 Z ��� I Date: I ZZ) Stove- A. Ne /Used B. Type: Radiant/Circulatin C. Manufacturer: V A��n�(r,S Lab. No. D. Model No.: jyXj Chimney A Ne /Existin (If existing,please_ note date of last cleaning) B. Flue tze C. Are other appliances attached to Flue? D. Pre-fab Type and Manufacturer E. Masonry: Lined/Unlined Hearth A. Materials: � � B. Sub Floor Construction: Installer Name: t "tg#ess: Sk&j-Dg)jejJ UA L5 j Phone: I t Location of Installation: APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Stove.doc c� En ineering Dept.(3rd floor) Map PaleI Permit# House# ,-/ Date Issued - / 7 - f 4 Board of Health(3rd floor)(8:15 - 9:30/1:00-4:30) - yo Fee Z7 8�+ Conservation Office(4th floor)(8:30-9:30/ 1:00 2:00) C S Planning Dept. (1st floor/School Admin. Bldg.) J oFINS rq DJStrddr�ess roved by Planning Board ` 7 19 L` �L ' BARNSYABLE. MASS. � �v r `-'t51�� � i639• TOWN OF BARNSTABLE �� � C15i BuildingPermitApplication _ r Pr 9-4 e, Village 77 Owner Cc`�,L. ��,/j' � Address �Z/ Telephone Permit Request First Floor / square feet L loor square feet Construction Type Wn orJL Estimated Project Cost $ 7&0 Zoning District Flood Plain 'L Water Protection Lot Size r , p (vim k Grandfathered ❑Yes ❑No Dwelling Type: Single Family 3'*-- Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: fffull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Z. Half: Existing New No.of Bedrooms: Existing New 3 Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuell: as ❑Oil ❑Electric ❑Other Central Air ❑Yes io Fireplaces: Existing New Existing wood/coal stove ❑Yes a-No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) IN COLA— ❑Barn(size) L ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name Telephone Number Address Z Z Q License# o O S O Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE - f - BUILDING PER AT DILED FOR THE FOLLOWING REASON(S) I FOR OFFICIAL USE ONLY PERMIT NO. � L b "- DATE ISSUED MAP/PARCEL NO. h ADDRESS VILLAGE ' f t , OWNER DATE OF INSPECTION: FOUNDATION R � - FRAME � •g�' ' - �-(G S , INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r. b , rTffWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 172 006 601 GEOBASE ID 42903 ADDRESS 951 OLD STAGE ROAD PHONE (508)428-1985" CENTERVILLE, MA ZIP 02632- ILOT 6 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO ( PERMIT 20089 DESCRIPTION BLDG. PMT #17413 I PERMIT TYPE BC0O -SjTITLE CERTIFICATE OF OCCUPANCY t CONTRACTORS ..... Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 ��ME CONSTRUCTION-COSTS $.00 * BARNSTABLE, • MASS. �► OWNER COTUIT TRUST, 1639. A ADDRESS 3821 ROUTE 28 ED INI�►I MARSTONS MILLS, MA BUILDG DIVISION, BY : DATE ISSUED 12/20/1996 EXPIRATION DATE •may TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 172-005 001 GEOBASE. ID 42903 ADDRESS 951 OLD STAGE ROAD PHONE (508)428-19t CENTERVILLE, MA ZIP 02632- LOT 6 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO, PERMIT 1.7413 DESCRIPTION SINGLE FAMILY DWELLING (SEW.PMT.096-408) PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: BREEN CONSTRUCTION CO. IN( Department of Health, Safeti A.RCHITECTa: and Environmental Services TOTAL FEES: $278.26 BOND $.00 CONSTRUCTION COSTS $89,760.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE P Q ` • * STABLE, � MASS. 0%6 OWNER COTUIT TRUST, E� A ADDRESS 3821 ROUTE 28 BUILDI1VG) IV15 MARSTONS MILLS, MA By % Y DATE ISSUED 08/21/1996 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FIN 4L INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POSTTHIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS -23 11, /e/le/. 2 C / D'4'( 2 ' r 2 2 s/�Jdt.� t7 .ohs?G dc- . 1 �J "" In»l low 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 12-X,(�,,�� 2 /Z- l� -9 j, DOFHE TH I OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PE MIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX • CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. � o The Town of Barnstable M�L Department of Health Safety and Environmental Services 039. Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection / �•.J Location Q "'-i-�G Permit Number 3 Owner Builder —Xle� One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: , 1 a all . �d t ST 'l 6V1- ti S v-eA Uj c- /171 7�-V� &IYD k5 PrTT --' 3 6 414 �2j L4 t�D �rz Please call: 508-790-6227 for re-inspection. Inspected by V r Date �-. ' �.� 4,116 t . `OFtHE fOy00� The Town of Barnstable BARNSTABLE. ' Department of Health Safety and Environmental Services 7i MASS. g a i63q• ♦0 t639.N Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location b�� Permit Number Owner U �� 6 Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: r LK Please call: 508-790-6227 for reeinspection. Inspected bye Date • �- ' f-r i Y un EIEyvnoN. . RtC.HT E,E%/ATIp*l CF 77 — -42619t ww�r swcw 00 LU - DO T^— tDi w-TiON _ c e . s SY ncom.o,•y oum ,tee r,yo n by oc o,,.for rnr �,•or ne,r carom,,, onry nay ocnr, 07 O - ..... -_..._...._.M_... _ p.ono.ra f _._...--... ---_ ... 777 — i _ i i 11F1 I F, III I I ! 1 1 i I i /'' \ I .'S:1L�i1=C"_H1.52�UT-CZ4P• IFHFI --- I _--+"t�?CD - --- IKON E._\in-[ON Preliminary plans and layouts by D.C.D.are for the use of, thei r Customers on iND REPROGRAPHICS A SUPPLY CO. f: ASPHALT SHINC,LES d ' TTT IDA -�LS7�Ft�PL1US------ •, SLHiI�_CEDISFG:SLIITL4�S -.:: .-- --'--- M1 _ '24fa8-GL.__ . Lel-A Fl/ - J -:;4iZ4 Cy! _ IsSPtiALT�i�tKc,-LDS-- �rt -r- r -- z�xi_c,J_.�•avt�CoN` _ --- I fir'-�rfZSR..3Fl[t�GCEs -----.._ -L F7 LL_f-\/nT i o N :V I c,H7- :F.LwA7 i.O N. i. • x ' f� 3' — i ---- — — � . mv 0 J . I u ci �' � � .. � r .. ri. - I � '. � � � .fit l•� .. `f 0 _gtRt7EY POGCtTA`iNi7 to: 3IZi Co�VoOf� 4lit .. Z i Z4 T 7Lrc:cr.4 FOFa._ 4 ;" r _-- G..l�C.t:E[2 VaL1�' . o _ - -��... - �. �cSNC 5 e4Lt 'rlit,•� Mp 3. , CA m. • i��.- no••oR.oP ra i a; - r — — Preliminary plans and layouts by,.D.C_D.are for [he,cuse of their customers o: G_5Lit7EC{• IL 'r- I � . i I'Sip,. - -- -..., '� .' � �• is 2 - � l�l _ 1+3 �. _ SHEETyTOGK D. 0 Ci • N' a^ZHK•t:Oc1G:Strih\V�_. I I / a \ N oj` 'V' I o O I _ IS. 4fo a = dPO :: a CL 3•.Sr 1 S:j" 4.p r F, Preliminary plans and layquts by D.:C.0:ar e''for the_use of their cL NEW ENGLANO REPROGRAPHICS b SUPPLY CO. z -Y. L i i • : tff Li • � 216 -Id . .67 - 10 BARNSTABLE PLANNING BOARD APPROVAL UNDER THE SUBDIKS/ON w�P,c: CONTROL LAW IS NOT REQUIRED i �N DATE: 0 6i a� F� soosyk S�o� ,t�� 9(•1- �T NO DETERM/NA AON AS TO COMPLIANCE WITH THE ZONING ORDINANCE REOUIREMENTS HAS BEEN MADE OR \ FOR REGISTRY USE LOCUS MAP INTENDED BY 7HE ABOVE ENDORSEMENT. SCALE 1'=2000't 2E h° ASSESSORS MAP 172 PARCEL 5-1,5-2 COMM FIRE DISTRICT PARCEL 6B ro.1, > ZONING SUMMARY 4,926 S.F. C, S?, ZONING DISTRICT: RC DISTRICT 0.11 AC. MIN.LOT SIZE 87.120 S.F. MIN.LOT FRONTAGE 20' MIN.LOT WIDTH 100' FRONT CK MIN. SDESETBTABCK 10' m GRAVEL sg�g I,gaR �xQ MIN. REAR SETBACK 10' '- DRIVE 2S0 92S. ♦♦ �JL MAX. BUILDING HEIGHT 30' OO• F �`0 '•mil / MAP 172 PARCEL 168 SITE IS LOCATED WITHIN THE RESOURCE JOHN J MULLANEY JR TR PROTECTION OVERLAY DISTRICT DB 27492 PG 282 SITE IS LOCATED WITHIN THE AQUIFER / 2 PRVVE S PROTECTION OVERLAY DISTRICT O t + 0 SITE IS LOCATED WITHIN ESTUARINE WATERSHEDS FOR POPPONESSET BAY, / �•f- THREE BAYS,RUSHY MARSH, AND /la CENTERVILLE RIVER k YZZ""O 35, OWNER OF RECORDMAP _ / DECK MARK I J2CABRALL&CHRISTA E DELANE old / 951 OLD STAGE ROAD ''__''•• pO CENTERVILLE,MA 02632 �QQY1 } HE Rch MAP 172 PARCEL 5-2 I DECK EXISTING KATHLEEN YETMAN �t 1 DWELLING / 71 WASHINGTON BURSLEY WAY CENTERVILLE,MA 02632 6 kek + +\ / FNAO• REFERENCES ,IOca�ha�l V ( DECK + 0 \39k� DEED BOOK 136 PAGE 138 2. \ .� a \ DEED BOOK 2360202 PAGE 298 u` , .PLAN BOOK 444 PAGE 82 JF s a•p + / MAP 172 PARCEL 170 v \ HAROLC T&JOANN SLACK 23, ` NOTE: DS 2411 PC 336 + THIS PLAN HAS BEEN PREPARED FOR THE PURPOSE OF L 0 T 6A RECONFIGURING THE LOTS AS SHOWN ON A PLAN PREVIOUSLY ENDORSED BY THE BARNSTABLE PLANNING BOARD RECORDED IN 40,306 S.F. THE BARNSTABLE COUNTY REGISTRY OF DEEDS IN PLAN BOOK 444 PAGE 82.PARCELS 5B AND 6B ARE NOT SEPARATE \`. 0.93 AC. BUILDING LOTS AND ARE TO BE COMBINED WITH ADJOINING i + LAND.PARCEL 5B IS TO BE COMBINED WITH LOT 5A AND \ SHAPE FACTOR = 16.6 PARCEL 6B IS TO BE COMBINED WITH LOT 6A. ry v o ;n l: a . \+ Sg + 2 rt W Ye \ N„ PARCEL 5B , 2 4,926 S.F. /PAVED 0.11 AC. DRIVE CB N6, ah FND�S5 �J T. Qom / CB EXISTING I FND 283 DWELLING Y / MAP 172 PARCEL 4-1 LOUTS J ANTICO TR DB 10665 PG 217 / Il �Q, LOT 5A N am 51,078 S.F. N 2 �P 1.17 AC. MAP 172 PARCEL 171 /�� SHAPE FACTOR = 21.1 JIM JEFFRIES & CHERYL A LABERGE Q' DB 28791 PG 255 PLANF LAND A /G�� SHED #951 OLD STAGE ROAD & #71 WASHINGTON BURSLEY WAY 41 01 CENTERVILLE, MA �v PREPARED FOR MARK CABRAL ET. AL. FCB ND 7 DATE: MARCH 21, 2017 / /kale:l'=20' I CERTIFY THAT THIS PLAN WAS MADE IN ' 1 ' ACCORDANCE WITH REGISTRY OF DEEDS j 4�y1 REGULATIONS EFFECTIVE JANUARY 1, A \10 20 30 ao so FEET /. S7B21 1976.AND AS AMENDED JANUARY 7, j 166A9 1988. 508-362-4541 fm SDB-362-9811D do—ope.com MAP 172 PARCEL 179 (/(�J� down eo a engineering,h7C. GORDON L& 84-ClPATRIC A GUIR� CB P Civil engineers P7364-G1 FND AAAv land Surveyors DATE DA ZI A,P.L.S. 939 Moin Street(Rfe 6A) ®DCE #17-024 ! YARMOUTHPORT MA 02675 oe --7 1�-- I,_1_----}�!_�}_1��jl-I-____-_-�--�I�II-{ Y-Y�I�I-_�---.--I�'i I I!�.•�_-�--4—_ 77- L4- 1-7 16- 1-4 0 FT= Mil lie, v O.C, o L E 60 LL-111 R"a 7 fill lI 77. V4 acok owl _�v zo I-T rz ied xr LL—L re ——-�---}--- i � ! I a I ! � � � I I I � i i— —!-- I ! � --� --�-3—1--� f ---�— I �---}------ —----i----- - � i- --— I —---- �— — f i � i__i- � ; � !---. � �_ � I - �� l--- -' I I i- 1- : � _ i� I I J--!---l---I -- I �i _ �� I � _ I - 4:M-9d - ---------- Irr Ifn 0 Ste le -F ................. ----►--�- � •--- I- -+------�-__�_--I--- '----� f-- !----!--I I I I I �--- I---,- I-1 I I_ �_ I�� - I - -- --- �-1 I �-1 I_ - ply fon_ q.51 otd 5�% lu BARNSTABLE PLANNING BOARD \� 4' APPROVAL UNDER THE SU60/19510N M`0 p.nas CONTROL LAW IS NOT REQUIRED a0 ye i O DATE: `^1 locl I NO 0£TERMINAT70N AS 70 COMPLIANCE 0�� ���•�„� WITH 7HE ZONING ORDINANCE 'V- REQUIREMENTS HAS BEEN MADE O4 \ FOR REGISTRY USE LOCUS MAP INTENDED BY THE ABOVE ENDORSEMENT. / S SCALE 1^=2000't ASSESSORS MAP 172 PARCEL 5-1, 5-2 .. COMM FIRE DISTRIC 16) T o - ZONING SUMMARY MAP 172 PARCEL 168 r� ° ��T ; U 2 PC JR TR I �•��� - ZONING DISTRICT: RC DISTRICT - DB 27 JOHN J MUL PG Y 2JR MIN.LOT SIZE 87,120 S.F. MN,LOT FRONTAGE 20' I �"Q•�. �O MIN, LOT WIDTH 100' / MIN,FRONT SETBACK 20' :�o MIN,SIDE SETBACK 10' MAX,RBUILDINGBHEIGHT 30' y DRIVE ?'pSL?SF ��,�`'�,�• SITE IS LOCATED WITHIN THE RESOURCE - +�I .. OJ / PROTECTION OVERLAY DISTRICT Oz SITE IS LOCATED WITHIN THE AQUIFER / /+ PAVED PROTECTION OVERLAY DISTRICT } \+ DRIVE SITE IS LOCATED WITHIN ESTUARINE WATERSHEDS FOET THREE BAYS,RUSHY MA SH,SAND AY, � CENTERVILLE RIVER OWNER OF RECORD 3si gyp" C`�J MAP 172 PARCEL 5-1 / ' I/ DECK MARK J CABRAL&CHRISTA E DELANE STAGE ROAD CENTERVILLE. ' CENTERER VILLE,MA 02632 MAP 172 PARCEL 5-2 C HE - \ DECK EXISTING - KATHLEEN YETMAN rt DWELLING / 71 WASHINGTON BURSLEY WAY - - CENTERVILLE, MA 02632 b tiCS REFERENCES * \ DECK +\ o\a\k\ DEED BOOK 13585 PAGE 138 DEED BOOK 23602 PAGE 298 ..PLAN BOOK 444 PAGE 82 MAP 172 PARCEL 170 + \ 1 \ HARODB 24&1JPGN336lACK. \�\y +\+ NOTE: m THIS PLAN HAS BEEN PREPARED FOR THE PURPOSE OF RECONFIGURING THE LOTS AS SHOWN ON A PLAN \ /*\ -PREVIOUSLY ENDORSED BY THE BARNSTABLE PLANNING LOT 6A 161 -BOARD RECORDED IN THE BARNSTABLE COUNTY REGISTRY \ - 45,235 S.F. / - OF DEEDS IN PLAN BOOK 444 PAGE 52. "- - + 1.04 AC, SHED +� W \\ SN = 17. ry 0. , c PAVED / �\ DRIVE \ . FND p\17 \ CS 0 - EXISTING / FND - 283, DWELLING - MAP 172 PARCEL 4-1- LOUIS J ANTICO TR DB 10665 PG 217 0. N� LOT 5A Z N /_1 56,005 S.F. y 1.29 AC. MAP 172 PARCEL t71 �� SN = 20,7 PLAN OF LAND JIM JEFFRIES&CHECEL 1 LABERGE - DB 28791 PG 255 / �Q G� AT SHED #951 OLD STAGE ROAD & #71 WASHINGTON BURSLEY WAY v� CENTERVILLE, MA .. A PREPARED FOR MARK CABRAL ET. AL. /VO FND DATE: FEB. 24, 2017 I CERTIFY THAT THIS PLAN WAS MADE IN / ACCORDANCE WITH REGISTRY OF DEEDS S7B21'1A"W REGULATIONS EFFECTIVE JANUARY 1, v to za aD ao bo LEST 08' 1976,AND AS AMENDED RY 7, 165. 1988, ynov .. .. DANIEL otf baB-J62-abtt A. fat bDe-3B2-868D OJALA MAP 172 PARCEL 179 Na 4DBBD„ h Jown CORDON L& PATRI IL 1 GUIRE CB '�. o -cape en ineering iee. w - P1364-GI / FND 2•ty.1�1 ass o „ f"1 1 civil engineers / ' f land surveyors U - DATE DANIEL A.OJALA,P,L.S, 939 Maln Street (Rte GA) ®DCE,#17-024 YARMOUTHPORT MA 02676 . ., 15' • LIVING ROOM 951 OLD STAGE ROAD 1ST FLOOR a . 24' N BUILDING DEPT APR 18 2017 TOWN OF BARNSTABLE 5 3' 2' 12' 916.1 6'slider S stairs up BATHROOM , _ - 81 5' 4' 7.9,r g'o' 7' KITCHEN 6' S 3` CLOSET 3' FOYER 3` S CLOSET & GARAGE 4' 3' 2' 12'4" 24' 24' 4! CLOSET 12' F`� DINING ROOM S 4r stairs 6' up DEN 11'6" 2' rl CLOSET 3' 18'a' 28' k 951 OLD STAGE ROAD zo' �16�1 i2'4" SECOND FLOOR. s' 6'2" CLOSET stairs down [2'6 4' 4'5'4" 8 61BATHROOM BATHROOfv713' ��6�1 S 157' 716" 8' BEDROOM BEDROOM S 3' �81511 2' 2' !4'2" PLAYROOM jq, 7' �— stairs w dovin O w J N u O J U .. 816" 61811 3' 3' 4 31 3 3' 5� 514" 21 2' 5141, 5. 54" 5'4"' 6121� 5 4" 5'4" 15' FULL BASEMENT 951 OLD STAGE ROAD BASEMENT 24' W BASEMENT FULL BASEMENT 16' i t 3' 24' 12' stairs up S r 36' xistinp lop of plate ✓ exlsllnG top Of plate REPLACE IXI N tM­DOWS WN NEW AWNING5I ,AN2 ® ® Ro 4`EN AN2251 IAAN22B1 RO.4'-9'(or 5'-3 I/4')x I'-9' CONTIN.RIDGE VENT REPLACE E%I N DH W)OD or EQUAL } 12 WINEW AWNING WI1 D 2 + MATCH ROOF SHINGLES • ANDERSEN AN2251or AN2281 N ____________ ------ ____________________ MATCH METING N5� R.O.4'-9'(or 5'-3 1/4•)x I'-% exi¢L _----------____________________---------------------------___________________________ __ or EQUAL — _______________________________________________________________----________________ _____ Ix FA5CIABOARDON 2pd FLOOR __________________________________________________ ____ _ 8'ROOF OVERHANG OVER Ix RAKE BD.t x SHINGLE STOP SIDING TO MATCH IXISTING f` ---------------------------------------------------------------______ _______ 1. FRIEZE BD.Wr BED MLDG. TO MATCH IXISTING ___________________________________________________________________ ___ __ ---------------------------____________________________-----------------______________ OR MATCH TO IXISTING TRIM Prof.Plate ht. ______________ PrOP.Pleie ht. existing second floor --EXISTING HOUSE existing- second floor -- - — O _ SLIDING PATIO DOOR W/ Z N o N TRANSOMS-BY OWNER y } — + IMTH Ix4 CASING — BUILDING �I�®I�Vx ���� Ix CORNERED. T N exist. Ix CORNERED. IY MATCH IXISTING r0 1st FLOOR MATCH EXISTING F r SIDING TO MATCH IXISTING existing first floor xist./pr000setl first floor a%I¢IIDP first floor r exist-diproposed first floor APR 18 2017 -- o T®��®� ������ I P.T,DE KING ONDECK WOOD STEPS TO GRADE M P.T.DECK FRAME W/ x O SKIRT BD. � f0 exist. I p FULL BASEMENT I I I N xistinp basement tl0or ----- ---- xistinp basement floo --------- --------------- —I __ J d J Q C e ----- ----- -------------------� ------------------------------ co 0 PROPOSED FAMILY ROOM 8 WOOD DECK ADDITION EXISTING HOUSE PROPOSED FAMILY ROOM 8 WOOD DECKADDITION N Q0 Um proposed proposed Y rn REAR ELEVATION RIGHT SIDE ELEVATION Ccu o_ o CONTIN.RIDGE VENT ®ROOF RIDGE: 51MP5ON LETA 18 5TRAP5®EVERY RAFTER 2x8 ROOF RAFTERS(7 I G'O.C. 12 3x,p RIDGE BOARD W/I/2'CDX PLYWD.SHEATHING 5� 6 ASPHALT ROOF SHINGLE5 existing top Of plate 2x CEILING JOISTS®I G'O.L. CLIPS - -- W/FBGL.IN5ULATION(R49) V°V° CC-- prop,plate ht. imCOWIN.RDGE VENT G 9 LVL HEADER RO T.SHINGLES MATCH IX1 MATCH 5-i.NG - IxB FASCIA EOARD ON ______-----------------------------------------------------------------_ ____ ________ lu pfoppse 8'ROOF OVER HANG OVER ____________________________ __ __ J d Ix FRIEZE BD.W/BED MLDG. _ N 5LIOING PATIO DOOR W/ OR MATCH TO EXISTING TRIM DOUSLE-HUNG vn 00w5 Wr FAMILY ROOM TRAN50MS-BY OWNER _ ______________________________________________________________________________________ ---------------------------------------------------------------------------------- + TRAN50M5-BY OWNER + prop.p121e hl. jp L• • _ existing second floor F of AP+T­8L­ER ECK JOISTS Qa 6'O.C. O NEW 2xG EXTER.STUD WAILS W/ ® ® ®® ++ W W 51/4'FBGL.INSL. I/2'PLYWD. SID NG TO MAOTCHEIX 5T NG 3/4'TtG PLYWD.SUBFLOOR ON 9 Q V 2x12 FLOOR J015T5 16'O.C. DOUBLE-HUNG WINDOW^W/ e%isl./proposetl first floor \ TRANSOMS-BY PLANER 0 O _ WTH 1x4CA51NG H P.T.2xG BILL PLATE Wr 5/8'ANCHOR �.T. ])3xa 'T Ix CORNER P.D. BOLTS®MAY.51' <6'-12'FROM 4x6 POSTS MATCH IXISTING W END 5 PLATES,USE O.C.C.t xI/4'PLATE WA5HER5.BOLT EMBENTMENT MIN.7' >' W'DIA.CONCRETE 5ONOTUBESSIDING TO A:.4TCH IXISTINGT propOsetl TACH P.T.4.6 POSTS TO SONOTUBES PRovIDE(2)es REBARs COnr. FULL BASEMENT W/51MPSON Aeuas POST BASES exist./proposed first floor J a Z ®TOP¢BOTTOM OF FND.WALL AND 5/B'DIA.ANCHOR BOLTS - _xlslinP Bret floor H O 5ET IN 5ONOTUBE5 Wr 15'MIN.EMBEDMENT 7 J F 8'THICK POURED CONCRETE I O N 0 FWNOATION WALL ON 10'x20' cl. a W CONTIN.CONCRETE FOOTING J (2)k5 REBAR5 COWIN.IN FTG. 51TE ADJUST TOP OF FOUNDATION WALL TO ALIGN CIj W 4'THICK POURED CONCRETE SLAB FLOOR TOP OF NEW¢EXISTING FLOOR JOISTS ON L MIL POLY VAPOR BARRIER OVER AND HEIGHT OF FND.wALL TO ALIGN CONC,SLAB$ H CLEAN COMPACTED GRANUTAR BASE W I S'-0' I I C) F- I I a F- ---- — -- — — --- — L ------ -- --- -- --- --- --- -- ————— --------------------------------------------------- DATE: 04/10 — IS1 TYPICAL CROSS SECTION /zo,T, PROPOSED FAMILY ROOM 8 WOOD DECK ADDITION 1 E%ISTING HOUSE ' A 1 114"=T-D" SCALE: AS NOTED proposed RIGHT SIDE ELEVATION DRAWING#: 1/4"=,'-0' Al - 2 ,ter 8'THICK POURED CONCRETE 5,O, FOUNDATION WALL ON 10•20' CWIN,CONCRETE FOOTING 1 5'-0' PROVIDE APPROVED 51MP50N SITE ADJUST TOP OF FOUNDATION WALL TO ALIGN HOLD-00WN ANCHOR(IYPJ TOP OF NEW t EXISTING FLOOR JOISTS , IN LOCATIONS AS SHOWN -G' TPICAI AND HEI GILT OF NO.WALL TO ALIGN CONC.SLABS BASEMENT WINDOW 36'GA5 FIREPLACE INSERT i it IN WOOD FRAME I I BUILT IN BUILT IN 4'-10' PROVIDE 2 ROWS OF SOLID BLOCKING I M t0 o I I I ! I I2•DIA,CONCRETE SONOTUBES ip I I I P.T 4:G POSTS ———— ATTACH P.T.4A POSTS TO SO—L)BES a W/51MP5ON MU46 PO5T BASES t: O AND 5/B'DIA.ANCHOR BOLTS p I I I I SET IN 5ONOTUBES W/1 5'MIN.EMBEDMENT m o I I I °o L b 0 z FULL BASEMENT I I °�o , 1 19 °�,' _ W p 4'THICK POURED CONCRETE SLAB FLOOR WOO- m W I b ON 6 MIL POLY VAPOR BARRIER OVER w O N COMPACTED GRANUL AR A m E b O proposed 8= K I CLEAN R BASE z I p FAMILY ROOM _ RN . W ---------------- rT1 =1 I I < `°---- ------n--=-- s--� I b REMOVE EX15T. I I p 2X72 FLOOR JOISTS®16'O.G. I I C I I I I wo WOOD DECK I prop. • o I .. I neNloveleewnoe.roerew/e.1.w6 o 1D mo I I j.J—LJ II �4 LL o s I DECK I II I PROVIDE AROUND NEW FOUNDATION WALL PERIMETER: J_1 J I (�_—_7 m Esl&ND GA LV V ANCHOR BOLTS MAX,S I.O.C,t 6'-12'FROM END OF PLATES,U5E 3'x3'x 1/4'PLATE WASHERS BOLT EMEMMENT MIN.7 I I I I P.T. �tfi•O,O. - 15 PROVIDE CONTINUOUS(2)q5 KEBABS®TOP t BOTTOM t CONTLN.(2)N5 REBAR5 IN FOOTING I F IIII IHII I m I II °' ------------ I '� REMOVE EXIST.WALL � J Z t 591DING DOOR _�_ w I CUT IN 3O.OPENING t w +� co INSTALL NEW J O L LL V h FOR B5MNT ACCE55 DR1. IXpVEWM IpCAPONN / 9 LVL BEAM I�® I I TO le—MUNDATION BLOCK IN IP NEEDED Z E 1 0 TOP.BOnOM TtRCAL w ®eorn wuL INIERSECTIONs cB _ _ m KITCHEN I V m SUBJECT TO RENOVATION Y fn b I L B existing DINING - I (6 0 C FULL BASEMENT I ° G 0, -._�_ ------ z 2 ROWS OF 50LID BLOCKING @ A&-O.C.AT GABLE CL z LIVING LL 5:12 LL FOUNDATION PLAN o a proposed Q 1/4"=V-0" w p - FIRST FLOOR PLAN W g m 1/4"=1.-0 U15TING WALLS laJ Z —_ DEMOLITION ' O (. NEW WALL5 R Y t Z W Q Y w z o 0 W 0 z J W J rTO EAM below LLyO .2ND FLOOR t ROOF O LL u m p F 0 Q U) CI _ aVof � b w� w o EXISTING ROOF a �' r ROOF FRAMING PLAN DATE: 04/10/2017 EXISTING ROOF RIDGE 1/4"=1-0" SCALE: AS NOTED DRAWING#: A2 - 2 1s' LIVING ROOM MKI! DETECTORS REVIEWED 951 OLD STAGE ROAD I26I� 1ST FLOOR ` A S A ILDIN DEPT. DATE `a 24' rq FIRE DEPARTMENT DATE BOrW SIGNAM-Et ARE REQUIRED FOR PERY17TI 1G BUILDING UEPT. APR 18 2017 Barnstable Bldg,Dept. TOWN OF BARNSTABLE Approved by: 3' 6'slider S stairs up 4 BATHROOM 8' 5` 4' 77- 8 6. T KITCHEN 6' S 3° CLOSET .. 3' FOYER 3` S CLOSET S' GARAGE 4' 3- 2' 12'4" 24' 24' 4' CLOSET 121 DINING ROOM SIN stabs 6' up DEN 116 2 CLOSET 3' 18'4" 28' i 951 OLD STAGE ROAD SECOND FLOOR 10' 3' 6,2„ 7�6�, 12,4„ i CLOSET stairs down 4` 5'4" � O v 8,6„ BATHROOM BATHROOM 13' 7'6" 2,6„ S 157 TV 8' 19'6" BEDROOM BEDROOM S3 1.51 ` 2' 2 14'2" PLAYROOM 20, T . stairs wl down N O W r ULn O U 86 6'81- 3' 3' 3' 3' 3' 3' 51 5'4° 2' 2' S'4" 5' 5,4„ 5,4„ 6,2„ 5.41' 514„ i FULL BASEMENT 951 OLD STAGE ROAD BASEMENT 24' W BASEMENT FULL BASEMENT 16' 24 12' stairs up S 36' N r w Q G, o ! ERTIF r THAT THE FOUNDATION IS w L� _D IN FLOOD PLAIN ZON(- C Q A SHOWN ;>N FLOOD INSURAMCE RATE MAP -(-1 IMUNIT`f PANEL NO. '_",0(X- "_i015 C `HAT FLOOD PLAIN ZCNE N0T A, ^, SPECiAL F[_0(-)D HAZARD AREA. A" OF of � �qs M1 27 �9��� n G� „ �y - _-- - ------ -- L — 1 T DATE r-'L� �ISTERL�D P�OFES LAND S U R V 9F01/STERE����`'�o LAND S C, O `Z- / �ER? THAT THE FOUNDATION IS LOCATED ON THE AS SHOWN, AND j� THAT !TS LOCATION CONFORQS TO THE MINIMUM SETBACK REQUIREMENTS OF THE BAR 7_ nNiNc -LAW. Migi,�� � \ UMCM. y ` OG20��� J /\\ DATE REG!STERE pRFEcc! f �Ea *— ---- p�ti / LAND UR JEYOP. �o �0 h� Q oo LO �1 M 0 ��. i P LOT 6 60\ P 1 .0 AC RE �61 L O T 5 � 00 LJT 7 1 DATE DESCRIPTION DrcwnChecked ' R E v I S 1 O N S j PLOT PLAN r IiI PREPARED F(-?R 9 JOSEPH BREEN GRAPHIC SCALE TENTERVILLF BARNSTABLE, SCALE: DATE: =PT i9�6 N Fr_VT ma`s" OF" r,ch - ::O ft holmes and mcgrath , inc. M1 aIgEL,�y� ' civil engineers and land surveyors MCGRAM W /�{J�,. 200 main street 4 falmouth, ma. 02540 508 548-3564 �` n v� 0 DRAWN: ,_ � " �H CHECKED: �� 242` 96 42 'P'.G'vv JOB NO: 96242 DWG. NO: 54-4— /A SHEET �o o� 01, � � 0 + v C' 67 CONTRACTOR TO VERIFY THE LOCATION OF THE EXISTING 4 WATER SERVICE Q moo• Q � 0 � 3 4 oh o0 � h 49 O / 59.do 7 O �615 � / \ OTHE CONTRACTOR SHALL EXCAVATE S ALL AROUND THE LEACHING FACILITY AND DOWN TO THE C2 SAND LAYER. REMTH p.�� p�F'� �, CLE OE ALL UNSUITABLE v GRANULARSAND ECONFORI AL AND REPLACE L I CONFORMING TO THE SPECIFICATIONS CATIONS roSF,� ��� ,ems Aso x 60 , SET FORTH '^4 310 CMR 15.255 (3). 09 v�- v 48 y� x,o ��,• ��•-ti x 61.4 L>' / O 1500 GALLON TP 2 SEPTIC TANK e s DISTRIBUTION BOX !� o• 'o 4 INFILTRATORS WITH 4' OF STONE ALL AROUND AND 1' G NOTES: N M OF STONE BELOW. / 1 . HOUSE NUMBER: 951 00 i P� 2. ASSESSOR'S NUMBER: 172-5-1 �4- �i / 3. ZONING DISTRICT: RC 4. FLOOD HAZARD ZONES: C 4 �� / �o• 5. TOPOGRAPHIC INFORMATION COMPILED FROM TOWN TOPOGRAPHIC MAP. 6� / 6. REFERENCE: PLAN OF LAND BY J.M. MONUHAN, JR. & ASSOCIATES IN (CENTERVILLE) BARNSTABLE, MA 9/30/1986. SCALE. 1 " = 50' LOT 6 ' PP , �0, 1 .0 ACRE f / `6 / � I x60.7 DENOTES PROPOSED SPOT ELEVATION NOTICE I / x 60.3 c �� Unless and until such time as the original (red) stomp of the / x 60.4 DENOTES EXISTING SPOT ELEVATION responsible Professional Engineer, or Professional Land Surveyor appears on this plan: LOT 5 x 60.8 / 0� h0� , 2-0 (A) no person or persons, including any municipal or other / ��� O DENOTES PROPOSED DRAINAGE FLOW public officials, may rely upon the information contained herein; and / GO �o� hh0 LOT (B) this plan remains the property of Holmes & McGrath. Inc 1 / DATE DESCRIPTION Drawn hecked R E V I S I O N S PLOT PLAN OF PROPOSED SEWAGE DISPOSAL SYSTEM PREPARED FOR JOSEPH BREEN FOR LOT 6, OLD STAGE ROAD GRAPHIC SCALE IN 20 10 0 20 60 CENTERVILLE BARNSTABLE MA IN FEET ) SCALE: 1 " = 20' DATE: AUG. 14, 1996 tM' s I inch = 20 ft. holmes and me rath inc. <�� MICHAELJ ���G >t civil engineers and Ian surveyors BORSELLt �; CIVIL L 200 main street .9 No 35054 falmouth, ma. 02540 DRAWN: sJs CHECKED: £SSIONAL ENG� LOT 8 - 96242PP.DJVG JOB NO: 96242 DWG. NO.: 64-4-7 �SHFFT 1 rw Finish grode above and adjacent to system shall slo�Q away at a min. of 2%. 4" diom. cost iron or Schedule 40 PVC pipe (tight joints). 20' min. distance (building to edge of leaching system) 10' min. distance SOIL TEST First floor THE CONTRACTOR SHALL EXCAVATE 5' ALL AROUND Date of soil test: 8/15/96 3-Removable covers within Test taken b M. BORSELLI Elev. = 63.17 6" of finished,9r4de THE LEACHING FACILITY AND DOWN TO THE C2 SAND LAYER. y Acces§ Holes rrl Tonk to REMOVE ALL UNSUITABLE MATERIAL AND REPLACE WITH Results witnessed by: ED BARRY be 20 in Diameter CLEAN GRANULAR SAND CONFORMING TO THE SPECIFICATIONS Percolation rate: < 5 min./inch P - 8759 Dist. box SET FORTH IN 310 CMR 15.255 (3). Ground water NONE ENCOUNTERED s=0.02 ,• 2• s- VARIES X DEEP OBSERVATION HOLE LOG NO. 1 s=0.02 I CLEAN BACKFIL,. L c level � 2" layer of 1/8" to 1/2" washed stone OTHER N 4 ft. of 3/4" to 1/2" washed SOIL SOIL TEXTURE SOIL COLOR SOIL (STRUCTURES, SEP11C TANK ,.� to stone all around infiltrator and Y staNEs, ,% R MI DM ELEV. HORIZON (USDA) (Munsell) MOTTLING GRAVEL) Foundation Co,n 1500 GAL. N � 1 ft. below. 0" 60.5 design u u - N _}—�- °in° `n ,^n Elev.= 55.17 y > o 0"_8 59.8 O/A b others y � II � II II 58.5 4'-0° 34" 4'-0., aN _y 8"-24" B LOAMY SAND 10 YR 517 H-1 O i S IRA TlFIED c 55.0 C1 LOAMY & MED. SANG 2,5 Y J�j LAYERS c - c � 6.7' 4"-66" In �' 6"-14 4" 48.5 C2 COARSE SAND 2.5 Y 614 50, GRAVEL PROFILE II 6" LAYER OF CRUSHED COMPACTED STONE Not to Scale PROVIDE 12" LAYER OF a COMPACTED GRAVEL UNDER THE DISTRIBUTION BOX Cl Bottom of Test Hole Elev.= 48.5 DEEP OBSERVATION HOLE LOG NO. 2 OTHER SOIL SOIL TEXTURE SOIL COLOR SOIL (sTRt>cws, DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING STONES.BMDERS, CONSISTENCY, x GRAVEL 0" 60.5 0"-8" 59.8 01A 8„-24" 58.5 8 LOAMY SAND 10 YR 517 4"-84" 53.5 C1 LOAMY & MED. SAND 2.5 Y 713 LAYERSED 14"-144" 48.5 C2 COARSE SAND 2.5 Y 614 GENERAL NOTES 1) No change to this system shall be made unless approved in writing by holmes and mcgrath, inc. 2) Subject to inspection during construction by the Board of Health and holmes and mcgrath, inc. 3) Heavy construction equipment shall not travel over disposal system during or after construction. DESIGN CRITERIA 4) Disposal system to be constructed in accordance with Title 5 of the State Environmental Code. 5) A copy of these plans must be kept on the site Number of bedrooms: 3 Equivalent to 330 gal.'s/day during the time of construction. Garbage disposal unit: NO 6) A copy of these plans must be furnished to the Leaching area - Capacity required: 330 gal.'s/day contractor constructing the disposal system. 7) Before backfilling, the contractor shall notify Side area proposed: 168 sq. ft. holmes and mcgrath, inc., or the Board of Health Bottom area proposed: 357 sq. ft. Agent to inspect the system as constructed. Total area proposed: 526 sq. ft. 8) If the contractor encounters any variation between Proposed leaching capacity 389 gal.'s/day the existing conditions shown on the plan and the conditions encountered on the site, or any soil Water supply: Town condition different than shown on the soil log, or Precast concrete units: H-10 loading design INLET HOLE any adverse soil, the contractor shall immediately contact holmes and mcgrath, inc. Holmes and - - mcgrath, inc. will examine the soil condition and report to the owner any suggested revisions. I 16" IL I,I �' - 34 I 6'-3" TYPICAL HIGH CAPACITY INFILTRATOR (H-20 LOADING NOT TO SCALE 10' -6" • 3-20" Diameter Access Holes ALL ACCESS MANHOLE COVERS FOR INLET ` ` OUTLET SEPTIC TANK, DISTRIBUTION BOX, AND LEACHING STRUCTURE SET MORE • THAN 6" BELOW FINISHED GRADE, SHALL BE RAISED TO WITHIN 6" OF FINISHED GRADE. NOTICE • Unless and until such time as the original (red) stamp of the FRAME & COVER responsible Professional Engineer, or Professional Land Surveyor STEEL REINFORCED PRECAST CONCRETE pp plan. OVER "T'S" WHERE REQUIRED. A a ears on this PL N EW (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. PRECAST CONCRETE 3" TANK ER WHERE 3" � REMOVATLE COVERS� REQUIRED ALL OUTLET PIPES FROM THE INSTALL "POLYLOK" FLOW EQUALIZERS DATE DESCRIPTION Drawn hecke _ 4" );F L OUTLET PIPESc ^' cDISTRIBUTION BOX SHALL BE 6.5" R E V I S 1 0 N S 3• min. clearance required } ;.� INLET -T- SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER INLET 8 2" min. inlet to outlet �6" min OUTLET PLOT PLAN DETAILS T d 5 - 5" OUTLET 5' -7" min. i Liquid level E .� 5, -7„ / ��l _`� �\ " KNOCKOUTS c a OF PROPOSED SEWAGE DISPOSAL SYSTEM E TUF-TITE E v R\ % 15.5 OUTLET \ r\ INLET 19.5" PREPARED FOR GAS BAFFLE •, o -, ,,.25" JOSEPH BREEN .5 - FOR LOT 6, OLD STAGE ROAD .. 3„ 20„ IN CENTERVILLE BARNSTABLE MA 10'-0" 5' -8" PLAN SECTION CROSS—SECTION CROSS—SECTION END—SECTION SCALE: AS SHOWN DATE: AUG. 14, 1996 6 HOLE DISTRIBUTION BOX holmes and merath, inc. V� TYPICAL 1500 GALLON SEPTIC TANK MIGHAELJ��G NOT TO SCALE civil engineers and Ian surveyors o BORSELLI NOT TO SCALE 200 main street CIVIL IVo. 3505C falmouth, ma. 02540 A c►ST�R`` DRAWN: SAS CHECKED: FSSJONAG 96242DET.DWG JOB NO: 96242 DWG. NO.: 64-4-7 SHFFT ��