Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0280 JOE THOMPSON ROAD
o l�J 0. 152 1/3 ORA C fs.�.....+.+..�4ri.r+.� 7i�"$7 .S .re��+.�•!��..�.�—�...+ly�r i+* ..prow,. °' _ _ — - _ g ,� T^' t I y a �`^'" �� . �� � svl ', �. �. �• t �. � �. M ` � �� i, r �: o , �,-� �_ Town of Barnstable *Permit# - 6—.3 a(�2Cj Regulatory Services .�o01 ee 6monthsfromissus BARN � Richard V.Scali,Director u D Building Division NOV 0 7 2016 Paul Roma,Building Commissioner WN f� h� 200 Main Street,Hyannis,MA 02601 "'" OF B�1R 814B C www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790=6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 1 1, / /G Property Address Zg0 '�� 0�02..E �� ► ,at &/KS],-b I/C Residential Value of Work$ Go0 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address��GK ��, ) T �Guin� Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor [0 I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name 4 Owner$ ,1V)1 C y Workman's Comp.Policy# /_ / Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑ Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ® Re-side Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows jd #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. •Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Im en Contr rs License&Construction Supervisors License is required. SIGNATURE: Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 06/20/16 I� The CoriltyRo mPeaht of A&Ssad ruseft Depart=ent afrudusftidAccidm& ' Offike of brW—lawns 600 Washington greet Boston,MA 02111 wmmumaxiLgop1dia Wkw1mrs' Campensatima InsuranceAffidavit:BmlderslCunftwb rslEIeccErmianslPhmibers APPIkant Information Please Prints Dame(B Address: 2� ar- 7ho A Are you an emiployerTiMeckthe appropriate bom Type of project(required)_ I.❑ I ant a employer with 4 ❑I am a general contractor and I 6- ❑New Construction employees(full andfor part-time;).* have lured the sub contractors 2.❑ I am a sole proprietor orpart er- listed onthe attached sheet; "J. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition waning far me in any capacity_ employees and have wodmrs' 9_.❑Building addition [No wow'comp.insurance c01P-;Y,l l reid] 5- ❑ We are a corporation and its 10_❑Electrical repairs or add¢ioas 3 I�amahomeovmer doing all work officers have exercised their 1 L❑Plumbs-ng repairs or additions [No workm'oon1F- ngkt of esempfion per MO_ L repairs sa insurar �e&]t c.L52, §In andwe have no .❑Roof R employees.[No tvod =s' 13-❑Other comp-msuraum required.) 'gaps"Bc=that chedsIt=91mastalsoMcartthesecdcub9dws;bafiiag1he-mva&ezecnmpensatianparkyilft=n2d aL M memners vdw submit dais z 5dzvff imdczGag they mn dais;cU wc*aid then hire aatside coutc.tm mast submit anew affidaeft'indicatine such. ICaatnc- iffu i cbeck d¢s bax must zit rh za additf a sheet shoufhg fM nzme cf thew and stzte whether or rat thnse entities l>a- employees.Ifthes ffa-c=trsctashave employers,theymnsrpmvidethetr wwkeas'camp.policy number I am art e11ipILVar diat is providing workers'comp&Lsrdian iusrrrauw for ury eatplay ees Seioav is t)�a pa�icy ar�d job she inforrizatiom Iusurance Company Name.- Poficy 4 cr Self-ins.Iio_; PSpin ion Date: Job Site Addre= Cityl5taW2e p: Af#ach a-copy of the workers'compensationpolicy declaration page(showing the policy number and expiration date). Failare to secure coverage as required under Section 25A of MGL Q 1572 can lead to the imposition of criminal penalties of a fine up to$UOD.00 andfor one-gear imprisonment,as well as riiil penalties in the fora of a STOP WORK ORDER and a lime of up is$250-00 a dap againd the violator. Be ad%ised ikkaf a copy of this sWement utay,be hr warded to the Office of laveWgatioms of the DIAA for insurance coverage verifrc;&ion. ydo IrsrAy cw#ry uudff 1 an r o perjury thatflte irtforrira6=prnt�dabmv is true and correct 4;oQai„r� Date: .- Phone� O at am anlp Do not amity in fly area,to be complreted by trip artowvn o at City or Town: Perrmtfl ieeose L4smng Andwrity(circle one): L Board of Real& 1 lBmTding Department 3.fii}1Town Clerk 4.Electrical Inspector S.Plmbing Inspector 6,Other Contact Person: Phone 9: 6 formation and lnst`nctions Mar setts Cemral Laws chxpte�r U2 regcC=all enpIapeas'o provide wa±ms'conipensation for free employees. Pm�&f D this statrne,an�Ioyee'is defned as=every person is the sm-vice of another Tinder any contract of hfi express or implied,oral or wr hint " An srwkyer is-deflncd as ran mdividnA paxfticmb�P,assor.iEhon,corporation or obey Iegal entity,or any two or mare of the foregoing cxgaged k a joint eohmprise,and inclnding the legal reprCSMda&eS of a deceased employer,or ffic receiver or trustee of au mdividnal,paw,association or other legal entity,employing employ- However the owner of a•dwelling hanse havi og not mare than tbree apa dmeofs and who resides therein,or the occupant of the - dweIIiog house of anofer who employs persons to do mice,constr ad i on or repay work on such dwelling house or on.the grounds or buildmg appurtEnamrt thereto shall not because of such employment be deemed to be an employer" MGL chapter 152,§25C(6)also s des that¢every staff or local licensing agency shall withhold ffie issuance or renewal of a licene or permit to operate a business or to construct bTufldings in the commonwealth for any s applicantwh.o has notproduced acceptable evidence of compliance,Wifh the hmu7ance.coverage requk uL" Addr ona.IIy,MCM cbapte<r L52,§25CM states'Neiihmfhe nor my ofitspolitical subdivisions shall emir�r into any contract for the perf�nct ofpnblic weak m tit acceptable evidence of compIia�mce with the insurance- ' regTnrenieuts of this dnp� have been presented to the co—„tr�authozity_" Applicants Plesse fill oitr the wodo'as'compensation affidavit completely,by checking the bo7:es that apply to your situation and,if n snY, PIY sub-contractor(s)nane(s), addrz;ss(es)andphone numbers) along with their ce ficafE(s) of msurance. Limited Liability Companies(LLC)or Limited LiabIIify`Partaeaahips(LLP)wiffino employees other than the members or panne,are not required to cant'worke&campensafron insazance_ If an LLC or LLP does have- employees,apolicy is mqaircZ Be advisedthatthisa$tdayrtmaybesnbmiticdtofhe Department oflndustrial Accidents for confionafiou ofmsmm=coverage: Also be sure fn sign and date the affidavit The affidavitshould be mtinned to the city or town that the applicafion for the permit or license is being rsquestNL not the Department of Ind ostcial A rQ e,ts Should you have any questions regarding the Iaw or if you air reguirea to obtain a wominrs' compensation policy,please call the Department at the number lisiad below. Self-insured companies should ear their self insmance license number on the appropriate line. - City or Town OffiriaTs f - Please be sure that the affidavit is completes and prhftd legibly. The Deparment has provided a space at the both= of the affidavit for you to fill out in the event the Office ofInvestigathns has to con act yonregarding the applicant_ Plus e b e sure to fill in the pen it cease mTmber which will be used as a reference number- Iu•addition,an applicant that mast submit multiple pe=,Vhcrose appht ations m any given year;need only submit one affidavit indicating c cnt policy information(if necessaiy)and Tinder`Job She r4_ddress"the applicant should vide"all Iorafzons>n (CitY or town):'A copy of the-affidavit that has been officially stamped or marked by the city or town may be provided to tha applicant as prooiYthat a valid affidavit is on file for fufine peonews or licenses A new affi.davhmust be filed oiat each year.Where a home owner or citizen is obt ib3ing a license or permit not re7at:d i ess n any busin or comnnerrial veoime a se dog licen or pemnit toran b leaves etc-)said person is NOT reqcdmd to complete this affidavit The Office of Ines igations would hie in ff=k you in advance for your cooperation and should you have any questions, please do not hesifatr.to give us a call The DeRFbncafs address,telephone and fax number: T tie of Mass"achmdb; DegarEamt of ICd i Accidants ice sf Xn.�tit� �os�n=I1�A E�IIF Tel.4 617' -4900 Q�t 4€6 Or 1477-11ASSAFE Fax 617 727 774g R.evise,d 4-24•-07 .Ma gAFa Town of Barnstable Regulatory Services ABEL Richard V.Scali,Director qua► Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.as Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ,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) **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 Owner Signature of Applicant Print Name Print Name Date QYORMS:OWNERPERhaSSIONPOOLS L Town of Barnstable - Regulatory Services ) Richard V.Scali,Director ` Building Division r t Paul Roma,Building Commissioner 3 �� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION l 3') Please Print DATE: / /I JOB LOCATION: Z4sD u6c Wi k number > street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: -! GlA1D 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 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 f6r compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeown es that he/she understands the Town of Barnstable Building Department minimum inspection procedures and require he/s a comply with said procedures and requirements. 00Z, 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 coustruction 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' 04 ( 3 6 153-Town of Barnstable *Permit# �•` Expires 6 mon am issue e • Regulatory Services FeeMASS (� A�e� Thomas F.Geiler,Director 1 Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstabld.ma.us Office: 508-862-4038 EXPRESS PERNUT APPLICATION - RESIDENTIAL—ONLY Fax: 508-790-6230 Not Valid without Red X-Press Imprint Map/parcel Number Property Address -- —p 1 -b, g Residential Value of Work Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address_ ->tileu i>U(,Tj_ Contractor's Name -L-�N {!!�m� ,_ Telephone Num' ber 5 96-176 7(o Home Improvement Contractor License#(if applicable)_ (5122- . Construction Supervisor's License#(if applicable) w gWorkman's Compensation Insurance . ESS P Check one: �wl'� ❑ I am a sole proprietor ❑ I am the Homeowner MAR 15 2013 [� I have Worker's Compensation Insurance -tsurance Company Name_ -:A1JAAL, T®wN OF SM ✓orkman's Comp. Policy# NST�BLE -opy of Insurance Compliance Certificate must accompany each permit. :rmit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of rood ❑ Re-side Replacement Windows/doors/sliders. U-Value /-2A #of doors (maximum.44)#of windows — *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. NATURE: i PFILESTORMSIbuilding permit formslEXPRESS.doc ised 070110 i The Commonwealth ofMassachuseits Department oflndustrialAccidents r� T ! Office of InvesVgations H� ua 600 Washinl on Street tll:?; i Boston, MA 0211 r z- www.massggv/dia Workers' Compensation Insurance Affidavit: BuRders/Contractors/Electricians/PInmbers Applicant Information Please Print Legibly Name (Business/Organiza2ion/Individual): sPJ.wN wast +`F N r. Address: City/State/Zip: Phone #: • �j�J � -q'ZP Are you an employer?Check the appropriate box: Type of project(required): 1. ] I am a employer with 4. ❑ I am'a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6 ❑New construction 2. ❑.I.am a sole proprietor or partner- listed on the attached sheet. t ?•. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑-Demolition working for me in any capacity. workers' comp. insurance. g, ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 I.❑ Plumbing repairs or additions myself. [No workers'comp. c. 152, §l(4), and we have no 12.❑ Roof repairs . insurance required.] t employees.[No workers' comp. insurance required.] 13.❑ Other *Any applicant that checks box all must also fill out the section below showing theirworicers'compensation policy information. I Homeowners who submit this affidavit indicating they am 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 marne of the sub-contractors and their workers'camp,policy information. I am an anplvyer that isproviding workers'compensation insurance for my eritplayee. Below is thepolicy and job site information. Insurance Company Name:_% �> � .Policy#or Self-ins.tic.#: lI Wit 42--A 1r:A_ Expiration Date: .Z, l � T Job Site Address:. City/Statel ip: 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/oir one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be Advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. ,'°I do hereby certify under the pains andpenalties ofperjury that the information provided above is true and corned 3i afire: ' Date. 'hone#: Official use only. Do not write in this area;to be completed by city or town b,�'"tciaL City or Town: - Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other i Information and Instructions Massachusetts General Laws chapter.]52 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in'a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees- However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license'or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,.MGL chapter 152, §25C()states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority," Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is-required- Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The a$davit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you am required to'obtain a workers'. compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line: City or Town Officials Please be sure that the-affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill but in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town).".A copy of the affidavit that has beed officially stamped or marked by the city or town may be provided to.the applicant as proof that a valid affidavit is on file for future permits or Iicenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any,business or commercial venture (Le. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lfice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. . The Department's address,telephone and fax number. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations' 600 Washington Street Boston,-MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MA-SSAFE V a v # 41'7 '7)'7 -7'7 A n ofTME Town of Barnstable Regulatory'Services y arasq $ Thomas F.GeRer,Director i639. ♦� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyamds,MA 02601 www.town.b arnstable.m-us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1 as Owner of the subject property hereby authorize C'VG k to act on my behalf, in all matters relative to work authorized bythis b ling permit application for. ��d J oe�� �� ,e �f wcbAb �s ct � (Address of Job) Signature of Owner Da ` n it C l Print Name If Property Owner is applying for permit please complete the H I omeowners License Exemption Form on the reverse side. � I DATE ACORlJ CERTIFICATE OF LIABILITY INSURANCE Ol/25/2013 ' 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 NAME: CLUETT COMMERCIAL INS AGY PHONE FAX 8 PEMBROKE ST (A/C-No Ext: A/c No): E-MAIL Kingston, MA 02364 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: INSURED INSURER B: AmGUARD Insurance Company 42390 Fine Building and Finish Inc -- FINE BUILDING&FINISH INSURERC: 79 D Mid Tech Drive INSURER D West Yarmouth, MA 02673 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: r 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. ILTR TYPE OF INSURANCE IINSRADDL`SUBRI I POLICY EFF POLICY EXP POLICY NUMBER I MM/DDIYYYY MM/DD/YYYY LIMITS GENERAL LIABILITY ' EACH OCCURRENCE S O GE TO t1tr"COMMERCIAL GENERAL LIABILITY PRA M SES a occcurrence S 0 CLAIMS-MADE E-1 OCCUR I MED EXP(Any one person) I S 0 PERSONAL&ADV INJURY S 0 GENERAL AGGREGATE S O GEBfL AGGREGATE LIMIT �AP(PLIES PER: 1 1 PRODUCTS-COMPIOP AGG S 0 17 POLICY j_l JEcT PRO- I I Loc I 1 S AUTOMOBILE LIABILITY I I COMBINED SINGLE LIMIT (Ea accident) S ANY AUTO i BODILY INJURY(Per person) I S ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS I ( ) NON-OWNED I PROPERTY DAMAGE HIRED AUTOS PERT AUTOS I S (Per accident) UMBRELLA LIAR u OCCUR ; I � I EACH OCCURRENCE I S EXCESS LIAB CLgIMS,AdADE I I AGGREGATE I S DED RETENTIONS 1 I I --Fs - WORKERS COMPENSATION ( I X WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN 1 TORY IM T ER I� ANY PROPRIETORIPARTNEWEXECUTIVE I E.L.EACH ACCIDENT _ S 100,000 B OFFICERIMEMBEREXCLUDED? NIA! I FIWC424591 01/24/2013 01/24/2014 (Mandatory in NH) !E.L.DISEASE-EA EMPLOYEd S 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below ( I E.L.DISEASE-POLICY LIMIT $ 500.000 I i DESCRIPTION OF OPERATIONS I LOCATIONS I 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 Fine Building and Finish, Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 79 Mid Tech Drive ACCORDANCE WITH THE POLICY PROVISIONS. West Yarmouth, MA 02673 AUTHORIZED REPRESENTATIVE I ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Office of Rg- IMPROVE lner Affairs&geiness ~�—is gistr N►EN R�'��i"c� --.... ation; T CONT gulatioa _...... _ Expiration; «`1:5627p ACTOR License US 61-1.9� °rre:_2013 T bef, gN KLI/G FI'. _ Dg Ype: r e the expiry . n 'a lid for in c=-t—__ _;- q OfCe n d r NE`�BCR- f ofro ate. Ind' �`. ��,�:--t,•.:.t ING. F COConsu If f0u return as only STEpHEN KLU !rim - .r IIyiSH 10 Park PlaZa:_°per Affairs and Bna r n to; G �i -__ Bo Suiteus' 79 D MID . - -=� !>� stony M 517p mess Re TECH DRGVs; - `'� • A 01116 gulation MOUTH,Mq p2fi7$•.-_-~ z/ r Undersecretary 1 - i .without signs re . Njassachusctts _ A UcP lIrtmcnt of Public Safch Board of Buildin- Re,gjlations and Construction Supervisor pervisor License License: CS 93441 STEPHEN KLUG 79 MID TECH DR W YARMOUTH, MA 02673 Expiration: 5/7/2013 ~ Tr#: 15659 ------------- i L Town of Barnstable SINE, � Regulatory Services Thomas F.Geiler,Director aARNSTM14 • MAC Building Division .q i63 �0 iOlE Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# ��l a- FEE: $ �5 0_ SHED REGISTRATION 200 square feet or less "✓ ��� �©c �ov� sow �Ca� �,��i�'►�5 �a�le Location of shed(address) Village Property owner's name Telephone number r u o � p 1 0 I - 59 = Size of Shed Map/Parcel# ' t� N 03 Z Signature Date r- C3 a"n N Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? 1410 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 FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN \oN Q-forms-shedreg REV:05201 I I E Ja i \ \ Y \ Scale:1"=20' \ 0 10 20 30 40 50 FEET \ ASSESSORS MAP 174 PCL 001-059 \ DEED BOOK 21660/260 PLAN FOR BUILDING DEPARTMENT USE ONLY, \\ O NOT FOR LOT LINE STAKING, FENCING, ETC. \ Im \\ A I \ Z t Y \ O �9ti, Paa o \ 0 x \\ 0 Z EXISTING ! HOUSE #280 \\ O TOP FNDN. PAVED \ DRIVEDECK = 139.4' I Q I I i i I 1 S LOT 151 30 16,629 t SW I 1 I sz f MAP 174 PCA.Of)4 059 PLOT PLAN 160.00' I 1 SHOWING ASBUILT POOL AT i 280 JOE THOMPSON ROAD I HEREBY CERTIFY THAT THE POOL STRUCTURE SHOWN ON GROUND AS TSHOWNHIS �HER IS LOCATED ON THE WEST BARNSTABLE, MA C,eoF:4� off 508-362-4541 i 1 �c fox 508 362-9880 DANIEL PREPARED FOR u A. - i e i OJA y LA C/OWn CO engineering, Inc. I Nu.40980 - P g 9• I SHORELINE POOLS/ DAN PULIT 5, rP CIVIL ENGINEERS LAND SURVEYORS 11-16-2010 10-219 DATE DANIEL A. OJALA, P.L.S. / 939 Main Street - YARMOUTHPORT, MASS. I ip I Ef ri YO \ \ Scale: 1"= 20' \ 0 10 20 30 40 50 FEET ASSESSORS MAP 174 PCL 001-059 \ DEED BOOK 21660/260 PLAN FOR BUILDING DEPARTMENT USE ONLY, f ` NOT FOR LOT LINE STAKING, FENCING, ETC. i O 1 0 O EXISTING \ !I HOUSE #280 a O TOP FNDN. PAVED � DECK` I' - DRIVE ; • d I SQ��P���o1Q tl I d LOT 151 16,629 f SF s2 I MAP 174 PCL 001-059 PLOT PLAN 160.00' SHOWING ASBUILT POOL AT 1 • ,I !I 280 JOE THOMPSON ROAD I HEREBY CERTIFY THAT THE POOL STRUCTURE SHOWN ON THIS (PLAN IS LOCATED ON THE WEST BARNSTABLE MA GROUND AS SHOWN HERE � � ESN OF MgSs off 508-362-4541 fax 508 362-9880 moo`' DANIEL tip. PREPARED FOR A.O ALA (n No.40980 down cope engineering, Inc. SHORELINE POOLS/ DAN PULIT � _ Cl 1/lL ENGINEERS �No e C� / LAND SURVEYORS 1 1 - 1 6-2010 to ANIEL A 10-219 ;D! A. OJALA, P.L.S. 939 Main Street — YARMOUTHPORT, MASS. � DATE ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application #4:�Z f b Q2 q O Health Division Date Issued -4 z�,, 1,o Conservation Division Application Fee " Planning Dept. Permit Fee �6 Date Definitive Plan Approved by Planning Board - Historic - OKH Preservation / Hyannis Project Street Address Z � 1 Village U r iA f V1 02w� Owner LAA -- Address Gt. Telephone 0q�_ ��10 ' �(a Permit � � Request �rO4 '1 D(L� `^c& I -- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District i Flood Plain Groundwater Overlay Project Valuation to Construction Type Lot Size e 39 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family qq3Two Family Ell Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes �No On Old King's Highway: ❑Yes No Basement Type: Full ❑ Crawl ❑Walkout 0 Other Basement Finished Area(sq.ft.) J Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing new Total Room Count (not including baths): existing _y new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes to Fireplaces: Existing New Existing wood/coal stove: ❑Yes �No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing 0 new size _ Barn: ❑ existing ❑ new size_ Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: _ o i. , o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ CD -n Commercial 0 Yes If yes, site plan review# >� ;7s 3 cfa Current Use e+ti c c Proposed Use APPLICANT INFORMATION (BUILDER m OR-HOMEOWNER) � i �,�1� / Marne � � � Telephone Number Address woe ' '`J►' 050e 1 kdcJ License# A""e✓1 �Ci'�' 1Gi MA �� Home Improvement Contractor# r Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY ry` APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS ' VILLAGE r , OWNER DATE OF INSPECTION: - y FOUNDATION ©� 5 FRAME INSULATION - "FIREPLACE l v F- ;� ELECTRICAL: ROUGH FINAL 4 t.. PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING �� 6 ' f DATE CLOSED OUT - ASSOCIATION PLAN NO.-7 The Comirtonwealth ofmassachusetts Departmeni of lit dustriafAccidents Office of Investigations 600 Fashineon Street Bosiori, L4 02111 '. �-s�wy-s�.mass.gov/dia - Workers' Compensation Lagnrance Affidavit: Builders/Contractors/Blectriciarns/Plumber-s Aiaplicant Znformadn' Please Priut Leffibl� Name (Businrsdorganization/Individual):�, Address ;Tat-- , L D5A-o.N Ae.4k . City/State/Zip: OzAhone.#: sOg�7���-7z6 ci Arc you an employer? Check the appropriate box:' Type of project(required): 1.❑ I am a employer with 4. [] 1'am a general contractor and 1 6 ❑N.cw construction . employees (full and/or part-tieoe),* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no croployees Tbese.sub-contractors have g, ❑ DemoKoa craployees and have workers' working for mein any capacity. 9. El Building addition [No workms'.comp.•insurancc imp• insurance.t required-] 5. �] We are a corporation and its 10.�] Electrical repairs or additions. 3, I am a homeowner doing all work officers have exercised thcix 11.❑plumbing repairs or additions rn self, o workers' co right of exemption per MGL 12 Roof repairs y c. IS2, §1(4), and we have no inn=cerequired]t 13.❑ Other . eraployces. [No workers' . comp,insurance rcquired.j 1. *Any applicant that chee}a box#1 must ako fill out the section below showing thcir workers' compcnsal}on policy infarmadon. t Flomeowncry who submit this affidavit indieabng fury arc doing all work and than hire outside contractors must submit a naw afdavitindicating such. tConlraetnrs that cheek this box must attached an additional sheet showing the name of the sub-conk actors and stale whether or not those entitirs have employee.. If the sub-eontractorr have employees,they must providb their workers'comp,policy number. lam art employer that is providing workers' compensallon ucsurance for my employees. Befog is the policy acid job site info rm atl o n. Insurance Company Name: . Policy# or SeLf-ins. Lit. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the Workers' compensation policy declaration page (sbowing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can Iead to-the imposition of criminal penalties of a fine up to 31,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER.and a fine of up to S250.00 a day against thq violator. Be advised that a copy of this statemcdt may be forwarded to the Office of investigations of the bIA for ins ce.covera e verification. X do hereby certify under e p ' s•ai penalties of perjury that the information provided above is true and corre t Si afore: — ' Datc: — Pbonc Official use only. Do not write in this area, fb be completed by city or town officlaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2, Building Department 3. City/Tofvn Clerk 4. Electrical Inspector 5, Plumbing Inspector 6. Other hone #: Contact Person: P jjjf0_rrnatjou and Instructions a for Massachusetts General Laws.chapter 152 requires all employessotn inpbderworkers' r°c of anoth r ndeer°aoy contract Oflhiio, Pursuant to this statute, an employee is defined as "...every per express or implied, oral or written_" An ernplvyer is defined as "an in dindual, Partnership, association, corporation or other legal entity, or any two or more of the forcgoing.cngaged in a joint cntcrprise, and including the legal representatives o a g Croplo ecased cs.lHow Hooyer, Of wever receiver or trusted of an individual,partnership, association or other legal entity, employing Crop Y owner of a dwelling house having not znoze than three apartments and who resides the or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtcmnt thereto shall not bacausc of such employment be deemed to be an employer." MOL chaptez 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or a license or perm renewal of it to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." AdditionaIly,MGL ohapter 152, §25C(7) states 'Neither the commonwealth nor any of its political subdivisions shall enter•into any contract for.the performance of public work until acceptable cvidenec of co mpliznce vzth the in urance requirements of this chapter have been presented to the contracting authority." Applicants. Please fill out the workers' compensation affidavit completely,by checking the boxes that:apply to your situation and, if Of necessary, supply sub-contractors)namc(s), address(cs) and phone nurnbcr(s) along with their certificates) th than the insurance. Limited Liability Companics'(LLC) or Limited Liability Partnerships (LIP)with no employccs other members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidcnts for confirmati°n of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should bo returned to the city or town that the application for the permit or license is being requested, n6t tho Dcpar meat of Industrial Accidents. Should you have any questions regarding the law or if you arc required to obtain a workers' compensation policy,please call the Department at the nurpbez listed below. Self insured companies should enter their self-insuranco liccnsc number on the a roprier,line. City or TowP Oft'icials Pleasc be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of tho affidavit for you to ill out in the event the Offaco of Investigations has to contact you regarding the applicanfi. a, an appEcant Please.be sure to:fill in the permit/liccnso number which will be used az ,fcrcuaced onlycsubmitonp affider. In artio vit indicating current that must submit multiple permit/licensc applications in.any given You, cz or polidy information(if peccssary) and under'Job Site Address" Lho applicant should write"all locations ry-ided to the town)."A cbpy of the afl davit that has been bfcially stamped or mark6d by the city or town may p applicant as proof that a valid affidavit is on file foz future permits or hemses. A now affidavit must bo tilled out each year.Whcro a home owner or citizen is obtaining a license or pczzoit not related fo any business or cornnlcrcial venture (i e, a dog kcensc or'permit to burn leaves etc.) said persoA is NOT required to complete this affidavit Tho Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate.to give us a call The Department's address, tcicphoac•and fax number: Thb Cbmmonwt:-a.th Qf Massnhusir:M ' D(,pait n=t of iadustz al A.Gcidc<nts Office of Sxtvestipta.Qns 600 Washin�ton St['(-,et Boston, MA 02111 Tc1, # 617--727-4490.0 exc 4.0-6 Qr 1-$77-MA.SSAFE Fax# 617-727-7749 Revised 11-22.06 www.mass..gov/dia , 17 Town of Barnstable wP of7HE Tp��� Regulatory Servicesy Thomas F. Geiler, Director. BA" rABL.B, MASS. $ Building Division �Pr r 67 P."I\ . . f o Tom Perry,building Comtnlssioner 200 Main Street, Hyannis., MA 02601 A wjy.to A,n.barustable.m2-us Fax; 508-790-6230- Office: 508-862-4038 HOMEOWNER LICENSE EXEn4PTJON please Print DATE: JOB'LOCATION- street village number j "HOMEOWNER, V� home phone 9 „ name CURRENT MArLING ADDRESS:— 4(-, 4- state zip code city/town The current exemption for"homeowners"was extended to includet ` ner-o a lipc d e,ycllings of six.u' ts or less rovided that the owner acand to allow homeowners to engage an individual for hire who does no possess supervisor. DEFINITION OFHOhjEOVYNER person(s) who owns a parcel of land on•which he/she resides or intends to reside, o use awhind br farm this into de to. be, a one or two-fanuly dwelling, attached or detached structures accessory to r perod shall not be considered a homeowner, Such person who constructs more than one a aforml acceptable to the Building Official, that he/she shall be "homeowner .shall submit to the Building official on a responsible-for all such work pGrformed under the b ilding peg t,_(Section 109,1,1) risibility for compliance with the State Building Code and other The undersigned "homeowner"assumes zespo applicable codes, bylaws, rulMand regulations. able Th•e undersigned "horneowner" certifies ther ents and thattands he/she wi lown of complyBwithtsaid procedures ent nrirrixnturr inspection procedures and requirements requirements. Signature of Homeowner Approval of Building Official ' ng 35,000 cubic feet or larger will be required.to comply with the Note: Three-family dwellings containi State Building Code Section 127.0 Construction Control. Hojy EOWNER'S EXEMPTION The Code states that: "Any homeowner performingwork fo which a building permit is wncrrequi h be crs n(s pt for hire tom the o do of this section(Section lo9.1,1 -Licensing of construction Supervisors); rovided that if the homeowner engagesp () work, that such Homeowner sha11 act as supervisor," Many homcowncrs o use this Construction exemption supc arc sorsr Section 2.15)aware yThis la k of arc awarcnc the �ooftcnlrctsu)ts in s noussproblcnupparti uIaarlY Rules the fort g when the homeowner hires unliccnscd persons. in this cast,our Board cannot proceed against the unliccnscd person as it would troth a license, Supervisor. The homeowner acting as Supervisor is ultimately responsible, of the permit a lication, To ensure that thehomeowncr is fully aware ofhisAcr responsibilities, many communities require,as part P thatw the homeoner certify that hdshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forrn/ccrtificalion for use in your community. �0 IHEro ` 'own of Barnstable °^ Regul2tOry Services BAxxsranLZ, Thomas F, Geiler, Director y MAS& $p 16:59.re10) A Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.mn.us Office: S08-862-4038 Fax:, 508-790-6230 P r.opetty Owner Must Cbz-nplete and Sign This Section If -Usiiag .A. Builder 1 , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit applicadou for: (Address of Job) Signature of Owner Date Print Name If Property owncr is applying for permit please complete the Homeownets License Exemption Form on the reverse side. 1 ' FILE.• 2006-MIP-2092 REGISTRY OF DEEDS. -.BARNSTABLE COUNTY.. CLIENT. LAW OFFICE OF BENJAM/N J. LOSORDO UNREGISTERED LAND. LENDER. COUNTRYWIDE .HOME LOANS DEED BOOK '10455 PAGE 173, PARCEL(S) OWNER.'DEBORAH SILVAN PLAN BOOK, 439 ., PAGE 16 , LOTS 151 APPLICANT- DAN POLIT REGIS7FRED :LAND . .DATE- .DECEMBER .20 2006 L.C. PLAN SHEET LOT(S) ASSESSOR'S MAP.174 BLOCK 1 LO:T 59 :CERTIFICATE OF TITLE. MORTGAGE I1VSP C 'ION PLAN ,*XAM l 40 080 JbE 1NOMPSaV ROAD. WST BARNSTARZ WA. P P�� � 5. OPE oa18. 52' LOT #151 16,629 S.F. ea LOT 150 Sn .� LOT 152 co 0 N co peg 9 L T 40.00' R 225 00 JOE THOPSON ROAD THIS PLAN .IS FOR MORTGAGE PURPOSES ONLY SHEET.1 OF 2: CERTIFlCATION I c8Rl7FY:WAT:;IHIS.PLAM.WAS PREPARED IN.,4CCARDANCE w7H'THE PROCEDURAL ,:AND 7ECHNICAL.STANDARDS FOR.THE.PRACACE.or I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGEI�E LAND.SURYING.;1N 7HE COMMONN£AL- OF AIASSACHUSEM 256. AND BELIEF, TO THE.A80VE ATTORNEY.. BANK:AND CUR SECTION 8.05 AND 117H'7HE REWARKS SHfrT AmcHED'Hm�. AND THEIR 777LE INSURANCE COMPANY, THAT THERE ARE.NO VISIBLE:ENCROACHMENTS OR:EASEMEN7S EXCEPT.AS SHOWN_, .AND THAT THIS PL4N. WAS OF:! ? PREPARED.UNDER MY IMMEDIATE SUPERVISION. N LA JOHN L. LIBBY CONSULTING N Y CONSULTING LAND SURVEYORS 97 COVE STREET, NEW BEDFORD, MA 02744 �g 7EL:(508) 999-0106 FAX:(508) 999--2860 / f VanlibbyWibbyconsul ting.com www.jlibbyconsulting.com . .........................::._...:._......... ._._._.........._..._............... _.;.._.:....._:.:�:_.:..._.... } FILE, 2006—UIP-2092 SHEET 2 OF-2 FLOOD.ZONE DETERM/NAITON_ !: CERTIFY THAT,;THE,BUILDING(S) :SHOWN ON THE ATTACHED PLAN HEREON;DOES NOT FALL 4197HlN:A SPECIAL FLOOD HAZARD.;ZONE'AS DELINEATED ON A.:FEDE77AL EMERGENCY MANAGEMENT AGENCY,FiOOD MAP FOR Commu tly .NUMBER. 25000t 0015-C,.,MAP REVISED .DA;TE:•AUGUST E :ZONING DETFRMINA7I4N:. THE LOCA'T70N OF THE ORIGINAL.-DWELLING SHOWN-HEREON: WAS IN COMPLIANCE WITH"LOCAL APPLICABLE ZONING BY LAWS IN EfFECT< WHEN CONSTRUCTED; : WITH:RESPECT TO HORJZOIV:TAL DIMENSIONAL REOl11REMEN7S.ONLY, OR? EXEMPT.FROM WdLA,AON ENFORCEMENT ACTION UNDER MASS G L* TITLE: Yll CHAP '40A, SEC. 7, UNLESS:OTHERWISE NOTED OR: SHOWN HEREON A `CONFIRMATOR'Y INSTRUMENT SURVFY lS ADVISED ;WHEN. 7RUCTURES'AR- SHOWN: TO BE:ONE=:FOOT OR LESS:FROM-PROPERTY.OR:REQUIRED.:ZONING:.'SETBACK.UNES NOTES 1.7H1S MOR72;ACE:fNSPEC710N PLAN W4S'PR£PAR£D FOR..INE.QCIEIVT.ASSHOt4Af bN:SF/E£T 1 ,AND'lS NOT/N9ENOED'OR.REPRES£N7fD:T08E A PROPERTY;SURIEY NO,CORNERS KW.SET. THIS PLAN CANNOT BE USED FOQ.PREPARING-DEED.DESCRIP77ONSv CONSTRUCAON OR ESTABLI.WiNG.FENCF.'HEDGE,OR'BUILDING LIN£S. 71f/S PLAN.AND'REPORT ARE-NOT BASED AY.AN;INS7RUAlENT:SURVEY AND:'ARE PREPARED FOR>AND SUBMITTED 170.174E'CLIENT HEREIN FUR'MOR.7GAC£ PURPOSES ONLY.,WE Wd NOT ASSUME L/ABIUTY FOR ANY:OTHER;USE . 2. IEEE LAND AS'SHOWN.-HEREON IS BASED'ON L7JENT FURAI/SH£D IN FWMA AUW'AND MAY BE,SUB ECT TO.FUR774D? OUT—SAL.E� TAi(UjGS EASEaAE7V73 AAjO R/CHIT OF:WA.YS THIS PLAN:IS.NOT IN7ENDED TO BE'RECORDED. J;NO;JN5PEC770N OR..CE•R70CAAON/S MADE OR:IMPLIED AS T0,HAZAROOUSy,WA AIi17ER/A LS-ON TF/E 517E 4,:'.7HE PROPERTY AS`SHOWN.HAS BEEN LOCA TED AND;MEASURED.ON IHE GROUND FROM'INFORMA77ON'IN-THE'DEED'DESCRIP i)OIdS Ah%D RE CORDEO'PLANS.-NO MEASUREMENTS.HAVE BEEN:MADE:.WW-ANY SURVEI7NG:INS7RUMENIS 5 :7HE;BU/LDING(Sj SFfO,WN.ON THIS PLAN HAVE El7HER`'BEEN LOCA7E0/N 74"FI TO.7NE £LD.BY'A TAPE SURVEY OR:,ARE<SHOWN ON A.'RfCORD'.PLAN:W71H:MEASURE77ET/7S. .PROPL7iTY8 OUNDARIES . 6. FLOOD ZONE DEWGNAnbN-IS BASED'ON THE:FLOOD•PLg1 f AS SCHEM47/CALLY SxIDtf9✓y01V:774E FEMA MAPS THE FLOOD ZONE DE57GNA7ICN:IS'Nor BASED ON ON'ACIUAL;RELD ELEVATIONS OR AN`ELEVA77ON CETTTIFICAIE` REMARKS. 1. 7771E COMPANY - BAY 711LE 77ii:E WSURANCE I(, al sQ I , i A 1 a 1 P fk; • JOLW 1. I.IBBY CONSMINNG CONSUL:-TING LAND SURVEYORS 97 COME STREET, NEW:BEDFORD, MA 02744 TEL: 508 999*0106 .FAX. 508 .999=2860 a ( ) ( ) i. ' V'anh7�by��'ibbycensult�ng.com , wWw-fibb j consu/filig,com �j S PLAN 1S F ti!ORTGAGE PURPOSES DEMOLITION NOTES: f f - G.C. TO REMOVE EXISTING MASONRY FRONT STAIR AND ALL RELATED ITEMS - G.C. TO REMOVE 'ARCHED' PORTION OF EXISTING FRONT DOOR TRIM i r MATCH EXIST. SPHALT ROOF SHINGLES E. E. E. E. E. ALUMINUM GUTTER ON 1 x8 PVC FASCIA 12 �3 EXIST. SECOND FLR. ELEV. 'TURNCRAFT' 8" JAm E. E. E. E. IA. 2-PIECE FIBERGLASS COLUMN 'AZEC' PRO-SEAL PVC DECKING EXIST. FIRST FLR. ELEV. z I I I I I I �NEW`WOODil I I I I 1x10 PVC m II II II II II II TAIR DN. II II II II TRIM II II o go BENJAMIN TO GRADE LOs Il s� ���� 10"0 SONG. ONJ �� ` °"A` PULIT RESIDENCE 'BIGFOOT° BF24 FOOTING FRONT ELEVATION 1.. ELEVATION A SCALE: 1 141= I I-OIIF '"`4' ^ F DRAWING NUMBER ISCALE: A.N. DATE: 03/2010 A _1 EXIST. EXIST. HOUSE NEW COVERED PORCH NEW COVERED PORCH HOUSE NOTE: ALL LEDGER ATTACHMENTS TO USE 'SIMPSON' 4" DIA. SDS WOOD SCREWS (STAGGERED) MATCH EXIST. ASPHALT ROOF 2x8 RAFTERS SHINGLES ® 16" O.C. 8'-0" ROUGH ol 2x6 JOISTS ® 16" O.C. P.T. 2x10 12 LEDGER 3 12 12 3 2 3 3 _ A-5 ALUMINUM GUTTER ON 1 x8 PVC FASCIA 'TURNCRAFT' 8" DIA. 2-PIECE FIBERGLASS P.T. 2x6 BEAD COLUMN OVER P.T. LEDGER BOARD 4x4 POST 'TURNCRAFT' 8" 10 STRAPPING o 'AZEC' PRO-SEAL DIA. 2-PIECE ® 16 O.C. i PVC DECKING FIBERGLASS COLUMN � ^ 'AZEC' PRO-SEAL7---_. A-5 8'-2" A25 PVC DECKING EXIST. FIRST FLR. ELEV. 100, P.T. 2x8 JOISTS z_ I I Z z I ® 16" O.C. I 1 x10 PVC TRIM I I g m I I \_1 x10 PVC TRIM P.T. 2x6 _J L_ LEDGER 7'_9j" FROM FDN. 10"0 SONO. ON 10"O SONO. ON FOOTING BF24 LEFT ELEVATION 'BIGF001INGF24 RIGHT ELEVATION FOOTING Q (� V SCALE: I/4"= I '-011 �ZHOF " SCALE: I/4"= I '-0" SECTION o m G IL PULIT RESIDENCE SCALE: 1/4"= I '-0" , 9�No.47818o e 3�/D ELEVATION & SECTION /aPVAL SCALE: AA DATE: 03/2010 DRAWING NUMBER A-2 : t 1 ` t „ u 2'-5" FROM FDN. FV 1ST. HOUSE 2'-5" FROM FDN. 10 Q 1' KEY E. E. E E. E. ■ — 44 POST — EXIST. F10U5E 0 0 M � —AZEG—P—RO—SEAL R -I PVC DEGKIN6 'TURN_CR-AI-- "NEW=WOOD=STAIR cn of DIA._2_PIECE N DN=TO=GRADE FIBERGLASS_COLUMN I_I — t — 2'-0j" FROM FDN. 5'-10" 5'-10" 5'-10" 5'-10" 5-10" " 2'-0j" FROM FDN. 4j" 41 lo FIRST FLOOD PLAN N I SCALE: I/4"= I '-0" a i HOUSE EXIST. FOUNDATION EXIST. N WALL a riles rn 2'-5" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 2'-5" ' IGTYP �10"s� SONG. ON FOUNDATION PLAN �R ......... PULIT RESIDENCE B FOOT BF24 FOOTING cl L f 3 SCALE: i/4"= I '-0" .4i�10 N osT FLOOR & FOUND. PLANS SCALE: AA DATE: 03/2010 DRAWING NUMBER A-3 EXIST. WALL CONST. x4 P.T. POST EXIST. FINISHED FLOORING EXIST. EXTERIOR SIDING f "AZEC" PRO—SEAL PVC DECKING I 'SIMPSON' J" DIA. SDS "AZEC" PRO—SEAL PVC DECKING WOOD SCREW LEDGER P.T. 2x8 JOISTS @ 16" O.C. ATTACHMENT (STAGGERED) II, ° 2-2X8 P.T. GALV. JOIST HANGER I' 2-2X8 P.T. HEADER � I EXIST. FLOOR JOISTS 1X10 PINE SKIRT P.T. 2X8 JOISTS @ 16"O.C. EXIST. SILL THRU/BOLTS®G2AL-0"STEEL C L GALV. JOIST HANGER CONT. P.T. 44 POST COUNTER SINK, STAGGERED EXIST. FOUNDATION WALL �K P.T. 2x8 LEDGER .. - p 10"0 SONG. ON 'BIGFOOT' BF24 FOOT1 GALV. ,STEEL POST p TO 4'-0" MIN. BELOW GRADE ' BASE SIMPSON C66" DETAIL @ DECK/HOUSE NOTE: ,, 8 ; GRADE SCALE: I I/2"= I '-0" ALL EXTERIOR FASTENERS TO BE STAINLESS STEEL HANGERS, BOLTS & HARDWARE MATCH EXIST. ASPHALT DECK/RAILING DETAIL ROOF SHINGLES 2x8 RAFTERS @ 16" O.C. ,W/ 3—j" CROWS FOOT SCALE: I "= 1 '-0" 12 CDX PLYWOOD W/ 8" 'TIMBERLOK' SCREW 3 �xr r L h i L --� 15# FELT PAPER THRU BEAM & TOP PLATE INTO EACH RAFTER ETAL DRIP EDGE BEAM/HEADER 2x4 PLATE 'SIMPSON' BCS2-3/6 POST TO BEA CONNECTION ^ 1 x8 PVC FASCIA I . o eo tN OF P.T. 4x4 POST o �� ? ti i ONT. 2" SOFFIT VENT NOTE: ALL TIES & STRAPS o iN � 2x6 CEILING JOISTS @ 1 x PVC SOFFIT i TO FOLLOW MANUF. SPEC .47818 16 O.C. VC CROWN FOR 110 MPH WIND o ►ti° 10 STRAPPING @ 16" O.C. COVERED 3-2x10 BEAM W/ 1 x PVC TRIM BEAM/POST DETAIL �, .� � BEAD BOAR PORCH I RE: DETAIL #4 ON A-5 FOR POST PVC CROW TO BEAM CONNECTION N.T.S. 'TURNCRAFT' 8" DIA. '2—PIECE FIBERGLASS PULIT RESIDENCE PORCH SAVE DETAIL COLUMN OVER P.T. 4x4 POST DETAILS 3 SCALE: AA DATE: o� 20t0 DRAWING NUMBER SCALE: I "_ ► '-0" ' A-5 t N NOTE: ALL FLOOR JOISTS TO BE JOIST P.T. 2x8 a A 15 P.T. 2x8 JOISTS @ 16" 0.C. HANGER LEDGER KEY _ ■ — 4x4 POST - - - - NOTE: ALL POSTS ARE P.T. 4x4 00 NOTE: PROVIDE BLOCKING AT N co MID—SPAN OF JOISTS N N I I, —� 2-- 10 LUS H ER 2 2-2x8 HAIST—/ A-5 NOTE: G.C. TO REFER TO WOOD 2'-5" 5'-10" 5'—lo" 5'-10" 5'-10" 5'-10" 2'-5" FRAMING CONSTRUCTION FLOOR FRAM I NG MANUAL FOR 110 MPH WIND N DESIGN CONSTRUCTION SCALE: 1/4"= I '-0" a 2x8 LEDGER Q NOTE: ALL RAFTERS TO BE i 2x8 @ 16" O.C. NOTE: SEE FLOOR FRAMING y '� I 4 3/12 �\e � �+ , 3/12 PLAN FOR POST LOCATIONS 7 O.H. �, ch ,o i NOTE: PROVIDE 8" 'TIMBERLOK' 3 2x1 HEA JRE��ILI[ SCREW THRU BEAM TOP - — - - — - - - — = PLATE INTO EACH RAFTER rt��H OF MAMMI ti l0 . No 47818 y �/5 /U PULIT RESIDENCE ROOF FRAMING 9 oIST AL� FRAMING PLANS 2 SCALE: 1/411= P-01' oa ' SCALE: A.W. DATE: 03/2010 DRAWING NUMBER A—4 Page 1 of 2 Mckechnie, Robert From: Chris Smith [cksarch9854@hotmail.comj Sent: Tuesday, April 20, 2010 11:16 AM To: Mckechnie, Robert Subject: RE: Pulit Residence, Covered Porch Addition Robert, I will replace the timberlok screws w/ the 'Simpson Strong-Tie" H8 Hurricane Clip. This clip will allow the rafters to attach to the plate and the beam creating one connection. The Timberlok Screws were something I have used on a previous project that has a cathedral porch w/ open rafters. It enabled us to achieve a traditional look w/out seeing an exposed hurricane clip. In this instance it really isn't necessary, and will be replaced w/ the clips. Would you like a revised detail showing this? Thanks, Chris Subject: RE: Pulit Residence, Covered Porch Addition Date: Tue, 20 Apr 2010 09:56:34 -0400 From: Robert.McKechnie@town.barnstable.ma.us To: cksarch9854@hotmail.com Hi Chris, The only question I have may have to be directed to the engineer. An 8" timberlok screw is shown as the attachment of each rafter to the triple 2x10 beam. The purpose of an attachment at this point is to resist the uplift on the roof structure in a our 110 mph wind zone. However, this is not supported by any available literature from timberlok on hand. Timberlok addresses shear values but not pull out in this literature. Commonly we see a hurricane clip used at this point which is rated for uplift. Would you have any info that would show that this attachment is OK? Thanks. Bob McKechnie i -----Original Message----- From: Chris Smith [mailto:cksarch9854@hotmail.com] Sent: Sunday, April 18, 2010 9:38 PM To: Mckechnie, Robert Cc: dpulit@capecodfive.com; dpulit@comcast.net Subject: RE: Pulit Residence, Covered Porch Addition Robert, Dan Pulit has recently been in contact with you in regards to his covered porch addition. He says you had some questions about the project. Any.questions in regards to the plans can be directed at myself. Email is the easiest method of communication for me. 4/20/2010 Page 2 of 2 Thanks, Chris The New Busy think 9 to 5 is a cute idea. Combine multiple calendars with Hotmail. Get busy. Hotmail has tools for the New Busy. Search, chat and e-mail from your inbox. Learn more. 4/20/2010 Town of Barnstable Regulatory Services MAS& Thomas F.Geiler,Director 1639. ,� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 22, 2011 Daniel Pulit Ref: Map 174 Parcel 001-059 280 Joe Thompson Road West Barnstable, MA 02668 Mr. Pulit, I observed a relatively new shed on the front of your property listed above while in the area making an inspection. It appears that the proper paperwork was not completed with this office as required by the Massachusetts State Building Code and or the local Zoning Ordinances of the Town of Barnstable. Please contact this office to discuss this matter and obtain the proper permit or shed registration. Thank you. Sincerely, Robert McKechnie Local Inspector Building Department 508-862-4033 a o TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 6 �.� d s Application # Health Division -Date Issued Conservation Division�!/ _ Application Fee Planning Dept. :"Pe rrn it Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 6-0 re.) MonPsoQ Village ^ Owner L•A Address ZZ-O J 0C "'�Sa N �2b ✓ Telephone 9-095 '7 -7`09 2 Permit Request J_'NS TALL h-Zl rc zJQ ko,, fJ 1 I6 f x 3Z ' AOL J Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 3 D 10 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 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 o Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other 01 ZE5 :VE Central Air: ❑Yes 0 No Fireplaces: Existing New Existing woos'�/'6 oal stovca14 ❑l ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing Vnew size _ Barn: ❑existing 5:r ewe ize_ � i Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: b � �u, �w Zoning Board Board of Appeals Authorization ❑ Appeal # Recorded ❑ r9f Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION r / (BUILDER OR HOMEOWNER) N«me Sfta2Z� ��Ls L�C Telephone Number S y� Z/3 �yy� Address ZB�. �� ��N� d&10 License # /& /2 6 26 4(S Home Improvement Contractor# i6 Z Lfd Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C 2 sow c VA-)-S M-'a- 1-5 ,yam SIGNATURE DATE I'� o6 Lle FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED TAI AP/PARCEL NO.•-- s ADDRESS VILLAGE OWNER DATE OF INSPECTION: " FOUNDATION;t �� i'!°�o �? r?c wICt FRAME INSULATION _ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: 3;;- ROUGH, FINAL r .BUILDING"If-1,6, O- , z4X�.-,'FINAL A-0i-cif, t DATE CLOSED,OUT _a _ ASSOCIATION PLAN NO. r ' I t` z The GOr7ilnOn•wc,'Rh Of J d55dC�trlSetlS -Depar meal of Industrial,4ccidents Office of Investigations' 600 Washing4on Preel Bosloti, AL4 02111 'r wrvw.tnass.gov/dial • ' CompensationTnsarance davit: Builders/Cobtractors/Electricians/Plulizber. S 'orkers j Piease Print LE 'bJ Applicant Xnformatioxi L Tftj C , a771e (BusincsslOrgani�tion/I�dividua!): Aciaress: 2 Qt& ►�nlE 12bA-® c. (:H 1'�� 02G U� 432 ' 3 City/Statc/Zip: Cl Sl� A��Ioauinaa n employer? Check the appropriate bor: cncral contractor and I Type oEproject(required): 1. cmployct with�_ 4. ❑ I-am a g 6. ❑Ncw construction cmployccs (fial and/or part-time).* have boxed the tachr-svb-contrac- R.umodcling listed on the attached sheet ❑ 2.❑ I am a'sole proprietor or pastncr- Thcso sub-contractors have g, ❑ Demolition ship and bavc no cmployccs cmployccs and have workccs' wor3ang for mo in any capacity. 9. ElBuilding addition r,. jnsuranc [No workers' comp.•insurancc comp. 10.❑-Electrical repairs or ad di r�quir�] 5. [] W c are a corporation and its o�iccrs bavc cxcrciscd thcir 1I_❑ Plumbing repairs or a.dd 3,[] I am a homeowner doing alI work ri t of exem tion ar MGL mygr,IE [No workers` comp. 1 P P 12.❑ Roofrep�irs c. I52, §1(4), and we have no �'�j incnranccrcqui:rcd]t cmpIoyccg. [No workers' 13'`� ` �cr rAmp, insurance required.] tAny applicant that chcelCzbox Nl must also fill aut the rection below chowing their workers' coconb-& ion policy bnt t nation. t HomcowntrY who rubn�il(fiis e$d2yit indicating thcp 91-c doing all work znd thrn hint outsidt cantraclor5 inns submit n new aot thost i -nLj6c ng Net XContraelotT Lhat cheek Lhir boX must a.tlaelhcd an additional rhett rhowing the name of the sub--contractors and s{aic•whether ar not those entities havt cs. if the sub-iontr.ictorr have ernployect,they muri prntidf their workers'camp. policy nwnba. cmployc larn an empfoyer thrd isprovidurgworkers' cornpensaADn insurancefor my employees BefotN fs tftepoficy andjob sit information. lwurabcc Company-K-&=: Expiation Date: Z Z� Policy# or Scl.f--ins. Lic. t,': 2 I ��O 3 Job Sitc A•ddress: 2go 1-be j3� 450-j �2a46 city/statclzip: Attach a cope of the�Yorkers' compensation policy declaration page (sbowing the policy number and-exgiration da Failure to secure covcrago as roquimd under Section 25A of MGL c. 152 can Icad to-the imposition of criminal pcna-l:dcS c fino up to S1,500.00 hnd/or ono-year imprisonment, as v'cl1 as civil pcnalti'cg in the form of a STOP WORK ORDER and of up to 5250.00 a day against the violator. Jac advised that a copy of this statcmcnt may bo forwarded to the Office of Investi ations of the b or ianT nee eovera e vcrifeation I do hereby GerlI u e p ins•a d pen allies ofperjury 0J at the information provided abave is ue and colrecl /�. Date: JO ®6 Si aturc: Phone # 4S 2 3 LfLf - Offtchd use only. Do not write in LhLs area, !b be completed by city or lawn official City or Town: Permit/License Issuing Autbority (circle one); 1. Board of Health 2, Building Department 3, City/Town Clerk d. Electrical Inspector S. Plumbing Inspec{or 6. O th e r i Info .. , ti achusctts Gcncral Laws chaptcr 152 requires all employers to proud rn°c of er anotb ndctrr°a'ny contract ooflhiir, Mass pursuant to this statulc, an employee is dcfincd as '...every Pcrson in the express or implied, oral or written. • co oration or other legal entity, or any two or more An errtPl0yer i9 defined as "an individual,partnership, association rp the lc a1 tc rescntativcs of a deceased employer, of the of the forcgoing.cngagcd in a joint cntcrpzisc, and including g P c to ccs. Howcvcr tho receiver or trusteo.of an individual, putor , association or other Jcgal entity, employing mp y owner of a dwelling house having not more than three apartments and whtour ti a o th rcPaf wortkh on s ch dwelling)louse dwcLLing house of anotbcr who cmp]oys persons to do maintenance, cons the o tads or bv.ild�ng aPP' nan,tbcrcto shall not bccausc of such employment be deemed to be an employer." or on gz all�R-ithhold the issuance or 2�SGL chaptcr 152, §25C(t7 also states that"ever7'state or local Licensing agency sh in the renepYad of a LlcenSe or Per to operate a business Or. of com li nce Wi dthe insura.n e�co ep age equar dy applicantwho has not produced-acceptable, ayidenc P of its olidral subdivisjons Shall AdditionaIly, MG ohapter ]52, §25C(7)states 'Neither the conamonwcalth nor any P enter•into any contract for,nc�performance of pub Work until acecptable cvidcaee of compliance a2th the insuranLO zcquirements of this cbaptcr bate bccn presented to the contracting authority." AppLI can ts• if the boxes [hat apply to your situation and, Please fW out the workers' compensatio( ddress(cs) and phono numbex{s) along with their ecrti5eatc(s) of nxCqsarY, supply sub contraLtor(s)name s i�s„ran.ce. L Cozupanics'(LLC) or Limited Liability Partnerships(LI-P)with no craployccs othcz than• c imited Liability womb crs of parincrs. arc not required to carry workers' � 1� �?bntt d to that Acpartm n of TnduStnal cmployccs, a policy is rcquircd. B c advised that this affidavit Ydp, it ould cc'dents for con�mafioA Of�nrancc coverage. Also be sure to sign and date the u coda not the De�partmentof A a bo retuned to the city or town that the apphcatson for.the permit or jiccnsc is o uarro rq c to obtain a workers' Indus trial Accidents. Should you hav c any questions regarding the law or if y �'u es should cntcr their cor�cnsationpoXiey,pX c call the])apartment at the number listed below. Self-insured coropPmi self-insuranGo license number ontho a ropriatc line• City or To-ffP OfIlclals Please be sure that tho affidavit is eomplcto and printed legibly. The Dcputment has proo did ar paG tha t_hcPPli tam of tho affidavit for you to fill out in the event the Of$co o'f Investigations has to contact y g an a licandt iot cti ly of thD bo sure to fill in the permit(liccnse number which will be used as a reference number. In addition, PP current vcn car, aced. only submit onG affidavit indicating that must subnutmultip)c permit/liccnsc applications in any gt 7 olic' information(if pcerssary) and under"Job Sitc Address" tho applicdabt s G cd worn 1 Y b ydc oz P Y fawn).,,A copy of the eff davit that has bccn off cially stamped or roarkc Y a bran, as proof that a valid affidavit is on file for futuro permits t of rdated fo any incss Or r-Ommrrcial vcatuz° pP a liccns c or ctzni n year.•Whero a home owner or citizen is obtaining P. ) said perso (i._e. a dog�iccnSC oz-permit to bum leaves etc. ra is NOT required to complete this a$davit Office of Investigations would hke to thank you in advance for your cooperation and should you baYc any questions, Th0 please do not hcsitafc to give us a cal Tbd Department's address, tclepbone•and fax number. Tl�a Commmwcalth of Massacbus(,tts D,partmut of kd4st aO Accidents Office of IFLvestigaf.an:s 600 Waslvngtoa Streit Boston, MA 02111 TGI: # 617-727-490.0 rxt1406 pr 1-8'77-MASSAFE Fax# 617-727-7749 Revised 11-22-06 Www...mass_gov/dia of-fHErp Town of Barnstable Regulatory Services' BARN6TABLZ. Thomas F. Geiler, Director he use. $ $vilding Division 'OrFo Mai� . Tom Perry', Building Commissioner 200 Main Street, Hyannis, MA 02601 wWW.tDwn.ba•rnsta ble.ma.Lis Office: 508-862-403 8- Fax: 508-790-� Property Ownev must Cb-MPICte 'an-d Sign This Section If Using A Builder L , as Owner of the subject ptoperty hereby authorize fW� - I to act on rn behalf, in all matters relative to work authorized by this building permit applicatiotl For: 2 o5—,O jig (Address of Job) Signature of Owner Date Print Name if Property Owner is applying for permit please complete the Homeowners License Exemption FDMT on th•e reverse side. Town of Barnstable yP of7HE rp�y� Regulatory Services . — 1 Thomas F. Geiler, Director s,�rvls-rAar�, - M�s� Building Division fo µP{A Tom Perry,�uilding Commissioner.. Hyannis, MA 02601 200 Main Street, K_ff.sy.town.b2r1istable.m-2.u5 Fax: 508-790-6230- offi c e: 5 0 8-862-4 03 8 J30hfEOWNER LICENSE EXEMPTION Plcose Print DATE:. j013'LOCAT)ON: street village number "HOMEOWNFsR home ph nn work phone# namo CURRENT MAILINO ADDRESS: stale zip code city/town Th e current exemption for,"home__ owners"wa extended to include oyvmcr-o�cupc L;u e dsd tha tbelOwn r acts s to allow homeowners to engage an individ for hire who does not possess suverYisor. DEF1NrrI0N OF ROhfEOYYNER sons who owns a parcel of lan on'whichhe/she resides or intendssoo reside) de) on use and/or thefarm tYvctures,d,� to P cz ( ) be, a one or two-family dwelling, hitched or detached structures ace ry Suc ll not bo ered a wnr person Who constructs more th . one home in a two ya h�znla d ebtablc to the Buiading Official, al0 that h chshall be "homeowner" shall submit•t e Building Offder uthaI on. crrrif. Section 109,1.1) res on sib)e-for all suchw crformcd under the buildin onsibility for compliance w eith the State Building Cod and other The undersign ed "homeowner" assumes resp applicable codes, bylaws, rules and regulations. e Town of Barnstabk B in The undersigned "homeowner" cc that he/she undeshe`vil comply with said procedures0and cnt minimum inspection procedures and requirements and that he/ requirements• Signature of Homeowner Approval of Building Official Note; Tbrec-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Codc Section 127.0 Construction Control. S) XLMPTION omit is rc uired shall be exempt from the provisions of eonrtrvetion Supervisors);provided that if the hotneowncr engages a pason(s)for hire to do such The Codc statr� that "Any homcowncrperlormtng work for which a building p of this section(Section 1o9.1.1 I+unsing cndiX Q, work, thal such Homeowner shall ael u supervisor. the res onsibililics of a supereisor(sec App Many homeowners who use this exemption arc unaware that they arc assuming P c our Board eennol proceed against the unlicensed person as it would Nth licensed Rules &'Regulations for Licensing Construction SupemK rr;Scction 2.15) This lack of awareness often results in serious problems,pariiwlar y when the homeowner hires unlicensed persons. In thrs Supervisor. The homw eoner acting as supervisor is u)timatc)y responsible. To ensure that the homeowner is fu))yda `fof oiS/h 1 ticp ofsi Suit crri or.Yon the I silupagc of this cs require,aissue is atform currcn Yit iused by that the homeowner certify that hdshc undc�slan s-� fn�r. riifrcalion for use in your community. 91te -C Office of Consumer Affairs and usiness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 ems. \, Home Improvement Contractor Registration Registration: .161240 --�� — Type: Private Corporation t Expiration: 10/7/2012 Tr# 204270 SHORELINE POOLS INC CHRISTIAN DI•TTRICH 5 HALLMARK LANE r :L•� E. HARWICH, MA 02645 . Update Address and return card.Mark reason for change. Ej Address Renewal Employment F-1 Lost Card DPS-CAI 0 50M-0004G101216 Consumer Affairs o�✓ss Regulation License or registration valid for individul use only Office of Consumer Affairs&B siness Regulation g Y HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: . Registration:- •161240 Type- Office of Consumer Affairs and Business Regulation r - Expiration: �1:OR.12012 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 S ELINE POOL'SINCsk (`/ CHRISTIAN DITTRICH.; 5 HALLMARK E.HARWICH,MA 02645 Undersecretary No I i o t signature 1 133.61 33.96 \ PROPOSED LEACHING. FACILITY Y� SCale:1 20' (SEE SEPARATE SITE AND SEPTIC PLAN) 134.23 \ 0 10 20 30 40 50 FEET \ ASSESSORS MAP 174 PCL 159 135.41 NOTE: CONTRACTOR'TO VERIFY 35.73 135.07 LOCATION OF ALL UTILITIES AND NOTIFY DIGSAFE PRIOR TO WORK, 36.32 \ O AND COORDINATE ANY UTILITY WORK WITH APPORPRIATE VENDORS. 36. 4 135.69 NOTE: APPROXIMATE RE-GRADING 138.15 pg 13 19 .= SHOWN, EXACT GRADES AND DRAINAGE 7 136.41\ BY OTHERS, PLAN FOR BUILDING SETBACK .16 136.250 AND ZONING CONFORMANCE ONLY. X.1gti 137 4 0 3 SLOPE STABILIZATION RECOMMENDED. 14a6 0_ . . . . . . . . . �. BECH MARK _ 113}7.08 O CONCH BULKHEAD EL.ORN 138 8 0 1 8.30 I OUSSE #280 W N NG 99 Z W� 137.1 PROP. POOL FENCING IN ACCORDANCE WITH STATE AND 141. 1 1 39.40Ao W o \ LOCAL REGULATIONS (4' MIN. HEIGHT, SELF CLOSING �� 1 6O PAVED DRIVE 137.52 0 0 SELF LATCHING GATES OPEN OUT, ALL TO CODE). 138.68 F O� �g 137.88 137.95 s O 8.4�bECK no T 138.14 37.14 Fp F.y I 2.W 1 1. x .70'C'L�+ T 138.38 138.86 un 138.30 x 38.86 00 00�� �'138.71 I \ O 18.81 1 0< 138.8� 138.29 \ A3 $ro 8.86 T 38.62 139.50 �138.73 PRO 16' 32' '� �sr 138.72 \ I OOL 33 �S 43. x 138.70 6' k�' �sr �R 138.81 x 6. 7 1 A �R� 3 `9'138.55 x 138.83 LOT 151 \� 3�R DRAIN /x 1R $ ®1 16,629 f SF 139.21 I `1 7 139. 2 �� s2 ,Q \ X MAP 174 PCL 159 1141.06 x 141.18 1.17 SITE PLAN x 160.00' •' SHOWING PROPOSED POOL AT EXISTING H PIT TO BE PUMPED AND FILLED WITH 280 JOE THOMPSON ROAD '119 g8 LEaN SAND 7s CENTERVILLE off 508-362-4541 FMgSsgo fax 508 362-9880 DANIEL PREPARED FOR ( o A. OJALA down cape en gin eerin g, Inc. SHORELINE POOLS Nc.40980 �d Cl1//L ENGINEERS . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . OCTOBER 5, 2010 l�- S LAND SURVEYORS -1� _ � 9" �r -� MASS.. 10-219 " f DATE DANIEL A. OJALA, P.L.S. 939 Main Street - YARMOUTHPORT, t r 10/04/2010 12:02 5084209227 MARK W SYLVIA PAGE 01 e DATE(NMIDDIYYYYI ACV d CERTIFICATE OF LIABILITY INSURANCE 1010412010 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 endo►sed. If SUBROGATION IS WANED,subject to the terms and conditions of the Polley,certain policies may require an endorsement A Statement On this certificate does not confer rights to the certificate holder In lieu of such endorsem s. PROOUCPR CONTACT Amy Ferrari Mark Sylvia Insurance Agency NE 508 28 0440 FAX not•5 20.9227 771 Main Street ����- E R :merk�merksYivisin9un3nce.com, _, __ PRO R Ostervil(e,MA 02655 jawwre tot . INBUREAI8)AFFOR01N6 COVERAGE NATO A asuaEo IKBurrfRA:_ATLANTIC CASUPILTY INS Shoreline POOIS Inc Faffgl Ceausty Insuience 5 Hallmark Lane INsuRFLc s East Harwich,MA 02645 INBiRERO: __ I R F• 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. NOT(INTHSTANDING 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 13Y PAID CLAIMS._ �^ 1116R OL' TYPE OF MaURANCE rn POLICY NUMBERIND 6f'F POU ERP UMW A GENERAL L1mury M164000025 2182010 2/8/2011 EACH OCCURRENCE s 1,000,000 DAMAGE T RENI tu S 100,000 COMMERCIAL GENERAL LIABILITY P MISES.(E8.aCOMM0 ... • CLAIMS-MADE L7 OCCUR MED FJ(P M I�a1tB DWeQn1 g Jr,000 PERSONALaADV(NJURY s 1,000,000 OENERALAGGREGATE _6 2,000,000 GENLAOOREGATELIMR APPLIES PER PRODUCTS-COMPA7PAGG S 2,�00000 X POLIer PR0-JEC Loe n 6 AUT01110011A UABILITY COMBINED SINGLE LIWr 6 (Ee eada+lmt ._.. ANY AUTO BODILY 0JURY(Pe►mon) >< ALL OwNEDAUTDS eODILYIWURY(Per eaakWffl 6 — _- y SCNEOULE•D AUTOS PROPERTY DAMAGE $ '— HIREDAVrOS IParecmm) NON-OWNED AUTOS �.._ S UMBRELLA W18 OCCUR EACH OCCURRENCE IS EXCESS I _ CLAIMS-MADE DEDUCTIBLE --- 6 - REMNTION S B WORKERS COMPENSATION 2001M35 2HQ2010 2/102011 TI> X o AND EMPLOYEW UABR.RY ANY PROPRIETORRARTNERIE%ECUnVE Y I N EL EACH ACCIDfiNT S 1.000.000. _ OFFICER11MEMSER EXI XUDED7 a NIA ter In NH) EL DISEASE-EA EMIDLOYCE S 11000,000 II1�!,alb ur10er D ESCiirPnam OF OPERATIONS Debw E.L.DISEASE-POLICY LIMIT5 1,000.000 OBSC!111701I OF OPERATIONS rLOCATIONS I VEHICLES WWI%ACORD 10%AddOanel RemMn Schedule.It mays SPr98Is Mqu"M Sw'anming pool installation and service contractor CERTIFICATE HOLDER CANCELLATION 314OULD ANY OF THE AB011E oEScainEO PDueMS BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION OATS THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH 211E POLICY PROVISIONS. 200 Maln Street Hyannis,MA 02601 AUTHORIZED REPRBBENTAT111E O ISM2009 ACORD CORPORATION. All rights reserved: ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD UUI-bI-dWIIJ W(:4b I-rom:UUl bHVUWIt-H MUKIU. Z)OU U36 ibid Io:5ba 4.3d 0110 V. ' This letter confirms that T give permission to Shoreline Pools, of Harwich, MA authority to act as agent with regard to the installation of a private in-ground swimming pool located a the address of 7 CiP-:ZOe T CQ . AnW, y questions please contact me at � (y.77 Q Shoreline Pool Rep. Customer Sjgnat�/ Date: Date: Combination Pressure and Clean nin Clean Gauge gives visual indication when cartridge filter elements need cleaning. Manual Air Relief is a high capacity, rapid release manual air relief~ valve that bleeds air with a quick quarter turn of the lever. Noncorrosive Top Closure Plate prevents elements from lifting and unfiltered water from backing to pool or spa during operation. � �n Quad-Cluster" —Cartridge Elements provide 225, 325, 425 or 525 ft?` j ii if 1 of filter area and extra dirt holding`capacity•for-long-filter-cycles. Precision `engineered core provides extra strength and superior flow. l Heavy-Duty,Tamper-Proof One-Piece Clamp securely fastens tank top ond'bottom together and allows quick access to all internal components - without disturbing piping or connections.Self-Aligned Tank Top and Bottom make access to servicing Qua&Clustef -. 7 I cartridge elements quick and easy. �- , High-Strength Filter Tank is made from extra durable, glass reinforced co-polymer to meet the demands of the toughest applications and environmental conditions, including in-floor cleaning systems. Uniform Low-Profile Tank Base Design makes removal of cartridge r elements fast and simple. Full-Size 11/2" Integral Drain provides fast clean-out and flushing. Noryl® Bulkhead Fittings for extra strength and heat resistance. PVC Union Coupling Connection provides plumbing options of 11/2" or 2" piping with 2" full flow internal piping for maximum performance. r " SPECIFICATIONS-SWIMCLEAR QUAD-CLUSTER CARTRIDGE FILTERS FILTERTYPE Quad-Cluster cartridge elements: / r 225,325,425 and 525 ft?total(20.9,30.2,39.5 and 48.0 m2) . FILTERTANK Injection-molded glass reinforced co-polymer FILTER ELEMENTS Reinforced Polyester PERFORMANCE RANGE 1/2 to 3 HP(30 to 150 GPM).37 to 2.24 kW(114 to 568 LPM) �* C2025-23"W x 321/2"H(58 cm x 81 cm) DIMENSIONS C3025-23"W x 341/2"H(58 cm x 87 cm) C4025-23"W x 401/2"H(58 cm x 102 cm) C5025-23"W x 461/2"H(58 cm x 117 cm) PVC Union Connections PERFORMANCE DATA . �! EFFECTIVE DESIGN TURNOVER 20` 30 i 40- MODEL FILTRATION AREA FLOW RATE` GALLONS KILOLITERS NUMBER 1L9' WI ►:1ruu L7ruu L`JW� !S!AUR:3 WIRb rs9uueb 10 ' 50 C2025 225 20.9 84* 318 40,320 50,400 153 191 * � asr•, � ® 60 C3025 325 30.2 122 462 58,560 73,200 222 277 HAVWARD C4025 425 39.5 150** 568 72,000 90,000 273 341 C5025 1 525 48.8 150** 568 72,000 90,000 273 341 Pressure and Cleaning Gauge "Based on NSF recommended rate for commercial use at.375 GPM/h.z "*Determined by pump size and piping system hydraulics;7 piping is recommended for flow rates equal to or greater than 90 GPM(341 LPM).Hayward doesn't recommend flow rates above 150 GPM. Hayward,One Source.Every Pool.,and NoM are registered trademarks and www.haywardnet.com NS f HAMARD Pool Products Ouad-Guster,and SvimClear are trademarks of Hayward Industries,Inc. 02009 Hayward lndustdes,Inc. 1-888-HAYWARD One source. Every pool. e D ��• �• • � �� 0 � � ,� ice""- E. '°'''o�- J _ Pumps High performance. Filters Ope rational convenience. - Hayward SwimClear reaches new horizons in Heaters cartridge filter technology. A cluster of four reusable polyester cartridge elements provides a choice of Safety 225, 325, 425 and now 525 h.2 of heavy-duty, dirt-holding capacity and extra-long filter cycles. SwimClear filter tanks are made from a Cleaners reinforced co-polymer material for the ultimate in strength, durability and long life — even for Lighting the toughest applications and environmental conditions. Discover crystal clear results and reliable maintenance of SwimClear by Hayward Controls — the first choice of pool professionals. Electronic Chlorine Generators Total System zg- -g V U-11 oR L 41 1. 'Up I.. PLISH RUSH DCMN DOWN �� - /� s�tlAfiE GATE f�MAE , 'FPAW491H INSERT ' Poor AGgnPoet SELF-LATCHING ��;�,rF�—H—�1 OI A� GATE LJ TO SWING [MEW � ®- BOTH WAYS �— • -- ------� C Q (B) -- I • ■ �� I�ATY O[' — Ar— T\1 \ I 1 Ii.�L I I PADLOCKED boomq EITHER SIDE 4 �°O^d� p0°�D wtwtwb and at�de AUTO-LATCH oow for ORNAMENTAL FENCE seuAPF RN AAF PRODUCT FRAME SIZE POST SIZE AUTO-LATCH nu. for CHAIN LINK FENCE/GATES No.2020 . . . . . 1' . . . . . . . 2'I PRODUCT No.2025 . . . . . 1' . . . . . . . 2'h' FRAME SIZE POST SIZE No.2215 . . . . 11/s• . . . . . 1 iA- NNoo. 15 SM : : : : No.2220 . . . . 1'/s . . . .. . . 2' 1 W . . . . . . . 2' No.2225 . . . . 1�/a 21h' �I11n 1G�e -a .•o LIw fix 1C •ft■ ...■ . . l i• . . . . . . .. . . . . . G%Y ..—. �v.v sic . . t%2 No. 1527 . . . . 13'(1" . . . . . . . 3" No.2520 . . . . 1 W�• 2- No. ISM . . . . 1 W . . . . . . . 2' No.2525 . . . . 1 W . . 2'A■ No. 1565 . . . . 1W . . . . . . 2,h. No.25Z . . Adapter Kit NO. 1567 . . . 4s�• �,I No. 1572 2' 2' - No. 1575 : : : : : 2• . 21h' AUTO-LATCH ,.eoo-eae s7ss No. 1577 " . . . . 2. . . . . . . . 3• = INDUSTRIES im i aaw>rcr DATE - oF WALL PANEL AND BRACE CALCULATIONS FOR 5" WIDE FLANGE, . LANCE, 42 HIGH STEEL WALL PANEL (Pages 1-13) Prepared for: p INTERNATIONAL SWIMMING POOLS, INC. 14C VANDYKE AVENUE NEW BRUNSWICK, NJ 08901 Prepared By: SCHAFER ENGINEERING ASSOCIATES 1885 State Street Schenectady, New York 12304 Phone: (518) 393-4767 Fax: (518) 393-3510 t�/oi�wiho signature raised seal ad color yatermark. t(o1�use n Mast"r m►itAppli iori's.:+l fu No.29-6174 _ :w� expiration, atel6/3 /� Only�For Irjlation'Address:Thomas BIRCH,76 Queen Anne Road,Harwich MA 02645 s INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel Calculation Assumptions: a.) The panel ends provide minimal vertical stiffener reinforcement for the galvanized steel pool panels. Therefore, the critical case for calculating vertical stiffener strength occurs when a 4 foot panel is sandwiched between two 8 foot panels. b.) The concrete pour at the base of the wall (i.e., bond beam) provides 6 inches of vertical support to the panels, stiffeners and braces. c.) Refer to the last page for more Material/Installation Assumptions. Definition of Parameters: Assumed Soil Properties: (Sandy silt soil material) Wd (unit weight of dry soil) 105 lb/ft' W. (unit weight of saturated soil) 135 Ib/ft3 (D (soils interior angle of friction) 30 degrees KB (lateral active soil coefficient) = tan2 (45-0/2) 0.333 yd. (equivalent active unit weight of dry soil) = KB Wd 35 Ib/ft3 ys (equivalent active unit weight of saturated soil) = K.W. 45 Ib/ft3 yW (unit weight of water). 62.4 Ib/ft3 µ (friction.factor between soil and concrete) 0.45 Material Properties and Dimensions: Panels/Stiffeners/Channels E (modulus of elasticity) 29,000 k/in2 Fy (minimum yield stress of cold-formed steel) 40,000 Ib/in2 Fb (allowable bending stress of cold-formed steel) 23,952 Ib/in2 Fb•pkt. (allowable bending stress of cold-formed plate steel) 30,000 Ib/in2 Ft (allowable tensile stress of cold-formed steel) 23,952 Ib/in2 tQ (thickness of panel, stiffener, and channel steel) 0.0750 in h (height of panel) 3.5 ft hW (depth of water) 3.0 ft her< (effective height of panel) 3.0 ft b4 (maximum unstiffened 4 foot panel width) 4.0 ft bs (maximum unstiffened 8 foot panel width) 4.0 ft R (maximum radius of panel) 30 ft L. (effective height/length of stiffener = her<) 3.0 ft d (nominal depth of stiffener) 5.0 in Lc (maximum brace spacing) 10.0 ft Se's (section modulus of stiffener) 0.6128 in bs (maximum unsupported length between stiffeners) 12.0 ft Se,c (section modulus of channel) 0.6817 in ?Veld iivit►b signa r�erai! ed seat-and cqf or 4atermark. Not for,Us in Mas e1 AppllCatloW 115 a No.29-6174 Schafer Engineering Associates .Expi Dat :6 0/1� Only�or�n ltatio� ddress:Thomas BIRCH,76 Queen Anne Road,Harwich MA 02645 1of 13 7 I ., INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel A307 Steel Bolts Ft (tensile stress of the bolt) 20,000 Ib/in2 F,, (shear stress of the bolt) 10,000 Ibrin2 s (bolt spacing) 6 in db (bolt diameter) 0.3750 in Concrete Bond Beam F'. (compressive strength of concrete) 2,500 Ib/iin2 t. (thickness of base pour) 6 in we (width of base pour) 2.5 ft yC (unit weight of concrete) 145 Ib/ft3 am (moment arm) See Calculations Angled Braces/Rods Fy (minimum yield stress of steel) 36,000 Ib/in2 Fa (allowable axial stress) 9th Ed. ASD pp. 3-16 ra (radius of gyration of angle) From Spreadsheet Aa (area of angle) From Spreadsheet La (maximum length of angle) 44 in LJ (maximum length of rod) 18 in dL (rod diameter) 0.500 in r, (radius of gyration of rod) 0.125 in k (effective length factor) 1.0 Analyses: 1. General Panel Configuration 9 —O PANEL 10'—O"" PANEL _ ^~ S'-0" PANEL _ 6'—O" PANEL PANEL aaaYYY 1----8-0" PANEL S.O/3.5' WALL PANVA. J ovt ig ature;° ZiUt4t'c'p:' al and c►lor watermark. rNla r Ption ' Issue No.29-6174 Schafer Engineering Associates �s g e:6/30/T On For(ii4tallation Address:Thomas BIRCH,76 Queen Anne Road Harwich MA 0264 - � 5 2 of 13 INTERNATIONAL SWIMMING POOLS INC. 5"Wide Flange, 42" High Steel Wall Panel 2. Loading Conditions: (Calculated per unit foot of wall.) A. Dry Backfill, Pool Full P 3 i 2 2 Total lateral dry soil load [Pd] = Yd2 h = 35 x 3.5 = 214.38 ib/ft 2 Total lateral water load [P.] _ , W x hW2 = 62.4 x 3.0 2 - 2 2 280.80 ib/ft Total lateral load per unit length [P] = PW- Pd = 280.80 — 214.38= 66.43 Ib/ft Approximate distributed panel load Pier - 66.43 B. Saturated Backfill, Pool Full 3.5 s Fs f' Total lateral saturated soil load [Ps = YS x h2 - 45 x 3.5 2 - ] . 2 2 275.63 tb/ft Total lateral load per unit length [P] = PW - Ps = 280.80 — 275.6 = 5.18 ►b/ft Approximate distributed panel load Pn, - = 5.18 3.5 Vfoid"wrtH " ��igna re;raisep seaf,and color.w?termark. of f •or h,l las rP it kppiic6ionii [is ' No.29-6174 Schafer Engineefing Associates s/*1o��For Instaii on ddress:Thomas BIRCH,76 Queen Anne Road,Harwich MA 02645 3of13 INTERNATIONAL SWIMMING POOLS INC. 5"Wide Flange, 42" High Steel Wall Panel C. Dry Backfill, Pool Empty (See Material/Installation Assumptions) Fd Total lateral dry soil load [Pd] =214.38 lb/ft 214.38 Approximate distributed panel load [Pet] = hd = 3 5 = 61.25 ib/ft 3. Flat Plate Analysis: (4'-0" panel length governs as maximum spacing between vertical stiffeners occurs with this panel. See Calculation Assumption b.) Largest unsupported panel area: 3.0 ft x 4.0 ft Modify lateral soil load to determine actual load acting on panel parts by taking concrete bond beam into account. (Load Condition 2c governs and assumes overturning/sliding analysis requirements are met.) P, = d x heff2 = 35 x 3.0 2 2 = 157.50 Ib/ft 2 Approximate distributed panel load P'.e� P' = 157.50 z PP p [ l = 3.0 = 52.50 Ib/ft hell P'.etheff2b42 52.50 x 3.0 2 x 4.0 2 Actual bending stress [fb] = 2 = 2tp (hell +b4 ) 2 x 0.0750 x ( 3.02+ 4.6 2) [fb] = 26,880.00 IbrW 30,000 F.O.S. = f b 26 880.00 = 1.12 > 1.0 OK o' sig0atore,,'raised?;eal and:0. r watermark. lof fo.. in s>erPeir'rmi-A00 i®at*s.I Issu4 No.29-6174 Schafer Engineering Associates ira' :61/ 0f 10 Only For Installaii6n Address:Thomas BIRCH,76 Queen Anne Road,Harwich MA 02645 4'of 13 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 4. Radial Panel Analysis: (Tensile hoop stress. Load Condition 2c governs and modified lateral distributed panel load [P'.t ] from Section 3 applies.) Actual Tensile Stress [ft] j P'ne,R tp I'pUI SIM I1Ll 52.50 x 30 x (1/12) .;IUI: = 1,750.00 Ib/in2 P 0.0750 - -- F, 23,952.10 F.O.S. = _ = 13.69 > 1.0 OK R fr 1,750.00 _ - 5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.) 8' WIDE PANI-.I. u -0 — FLANGE VCRTICl F '7' — j - _WEB ORIENTAt1ON FLANGF- I= �. -1- 1J—L. _1...I- I_. Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) Maximum bending moment [M.] = 2�P 3 ( 2s + 28 ) M5 = 2 x 157.50 x 3.0 12.0 + 4.0 ( ) = 484.97 ft-lb g � 2 2 Actual bending stress [fbl Ms = 484.97 x 12 2 Sa,s 0.6128 F.O.S. = Fb = 23,952 =fb 9,496.88 2.52 > 1.0 OK J P. i'43 M1 S /oid w`hh s' naturq,raised seal and color-4termark. Noc-t' �pa$�et PAr"hait ApplicaHons�. Isstje No.29-6174 Schafer Engineering Associates �xpi PJ�te:6/30/10 Only For Install�Oon Address:Thomas BIRCH,76 Queen Anne Road,Harwich MA 02645 -� 5 of 13 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 6. Bending in the Top Channel: (10'-0" panel length governs as maximum spacing between braces occurs with this panel.) top A.ANGF pl L0 WEB bot P/3 CHANNEL PLAN Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) Sex 0.682 , Schafer Engineering Associates 890/10 only 'For| Address Thomas BIRCH,7G Queen Anne Road,Hunm6ohMAO2O45 0uf13 | ^ � � INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 7. Overturning Analysis: (Moments taken about point A with concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) .�! . b v F' d F. E M—� = Mback + M-n. = Pb am, + Pc am, = Wd heft we am, +yc tc wc am, 105 x 3.0 x 2.5 x 1.67 + 145 x 0.5 x 2.5 x 1.67 = 1,614.58 ft-lb MOT = Mso;l = Pdam2 = Yd2" 2 am2 2 -35 x 3.5 3.5 x 2 3 = 250.10 ft-lb E Mres;s, _ 1,614.58 . F.O.S. _ - 6.46 Z MOT 250.10 — �> 1.5 OK Vol d'witho4t'sjgnature;`raii0ed seal and Folor wat6rmark. �IoYfor�S 'in--,, aster Perrf,it Applications. Issue Nb-29 6174 Schafer Engineering Associates cRi tiA4 l fe:6130110' Okirly For liistalfatioA Addoeess:Thomas BIRCH,76 Queen Anne Road,Harwich MA 02645 7 of 13 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 8. Sliding Analysis: (Concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) c'" I d f E P—ist = µ(Pb + P-) = µ(Wd heff w.+ y.t.w.) 0.45 x ( 105 x 3.0 x 2.5 + 145 x 0.5 x 2.5 ) 435.94 +► yd h2 E Psliding = Pd = 2 i 35 x 3.5 2 _ 2 214.38 E P.is� _ 435.94 F.O.S. _ - = 2.03 > 1.5 OK E Psliding 214.38 1 Void•1nri► ouCsigri ture,raised seal and'color watermark. Flo f r' e'Iri Mister Permitlippiicatio.s.i Is$ue No.29-6174 Schafer Engineering Associates ..,,.:: t/30/10 Only For InstillatioA Address:Thomas BIRCH,76 Queen Anne Road,Harwich MA 02645 8 of 13 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 9. Brace (Angle Section) Analysis: (Assumes concrete bond beam in place and 10'-0" panel length for maximum brace spacing.) B ... u f:a i LUNG ANGLE ` 7." x2" x 44" 14 GA. GALVANIZED ANGLE P e B LATERAL I..OAD DIAGRAM ADJUSTABLE otid STA110NARr AFRAMF ASSEMBLY A.) Compression Analysis: (Load Condition 2a governs.) Max force at brace level [P,] = 3 66.43 L� = 3 10.0= 221.42 lb Axial Compression Force [Pam] = cos 9 = P' 221.42_ = 464.03 lb cos ( 61.5 ) 0.4772 Actual axial stress [fa] = Pic = 464.0 64.03 = 1,578.34 IbAn2 0.294 kLa 1.Ox44 _ = 109.73 Cc = 126.1 Fa = 11.709 ra 0.401 11.709 F.O.S. = f a = = 7.42 > 1.0 OK 1.5783 iVoiti vyit .1 isfgnature,`raiss 9eaf gnd do or watermark. Matter hermit Applicationk"Issue No.29-6174 Schafer Engineering Associates xpi't` ate:6MO/10 Only For Installation Address:Thomas BIRCH,76 Queen Anne Road,Harwich MA 02645 9 of 13 INTERNATIONAL SWIMMING POOLS, INC. 5" Wide Flange, 42" High Steel Wall Panel Section Properties of Angle Brace --VERTICAL LEG c b= 0.075 1 = 0.0500 c= 1.000 A= 0.150 d = 2.000 -- HORIZONTAL LEG �b h I' c b= 1.9250 1 = 0.0001 h = 0.0750 Stop= 0.0018 c= 1.9625 Sbor= 0.0018 A= 0.1444 -- PROPERTIES TOTAL SECTION Ctotal = 1.4721 Itotal = 0.1182 Atotal = 0.2944 r,o( = 0.6337 k = -0.07081 Izz = 0.047412 rzz = 0.401324 I Void•wit. ut s nature,raised seal end color watermark. Not fol•.u $inl aster P�rmi I ppGcatitins;; Issu¢No.29-6174 Ekpi�3 y�rj ate•:6/ 0/1 d Only For Installa�i'on Address:Thomas BIRCH,76 Queen Anne Road,Harwich MA 02d'5e afer Engineering Associates .t 10 of 13 i INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P] from Section 3 applies.) p Max force at brace [Pi] = 3 = 3 157.50 10.0= 525.00 Ib Axial Tension Force [P�] = P' = P' 525.00_ = 1100.26 lb cos 9 cos (61.5) 0.4772 1100.26 Actual axial stress [fa] = pa _ = 3,737.31 Ib/in2 A. 0.2944 F.O.S. = f a 21.600 = = 5.78 > 1.0 OK 3.7373 i Wd,Wkh..' `signat4re,ra 0 seal--ano'rotor watermark. f F ."run.NlasteJ 1'eranihiApplicafrons. Issue No.29 6174 Schafer Engineering Associates t Date:;61SO110 Only For Installation Address:Thomas BIRCH 76 Queen Anne Road Harwich � a ich MA 02645 11 of 13 INTERNATIONAL SWIMMING POOLS INC. 5"Wide Flange, 42" High Steel Wall Panel 10. Brace (Threaded Rod Section) Analysis: (Assumes concrete bond beam in place and 1.0'-0" panel length for maximum brace spacing.) A.) Compression Analysis: (Load Condition 2a governs.) Actual axial stress fa = Pam = 464.03 2 • A. 0.1963 ;- IURNBUCKLI, 1/2"0 - IY" A30% t' nn:rAl:u h r1Uu k Lr _1 x 18 . 1 144 Cc = 126.1 rr 0.125 Fa = 7.20 Fa _ 7.20 1URNBUCKLE and 11-IREADED ROD F.O.S. _ - = 3.05 > 1.0 OK AFRAMF ASSEMBLY fa 2.3633 B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P'] from Section 3 applies.) _ Actual axial tensile stress ft = Pay = 1100.26 [ ] A, 0.1963 5,603.59 Win 2 F.O.S. = F, = 21.6 f, = 3.85 > 1.0 OK 5.6036 11. Steel Bolt Analysis: A.) Check Bolt Shear: (Load Condition 2c governs and modified lateral load [P'] from Section 3 applies. Refer to section 9b of brace analysis.) Actual bolt shear stress f,, = PaX 1100.26 ' 2 [ ] 0-1104 = 9,961.94 ab/in F.O.S. = F° = 10,000 1.00 > 1.0 OK f" 9,961.94 B.) Check Bolt Tension Stress: (Load Conditionl2c governs and modified lateral distributed.panel load [P'ne1] from Section 3 applies. Refer to Section 4 of radial panel analysis.) Maximum tensile force [T] = P'na, R = 52.50 x 30 . = 1575.00 Iblin of panel depth Actual bolt tensile stress f, - T S = 1575.00 x 6 x (1/12) [ ] = 7,130.14 lb Ab 0.1104 F.O.S.` = F, = 20,000 = 2.80 > 1.0 OK f, 7,130.14 Void viil r si nature;r jsedt�se,�al�6 color watermark. 95' 9 Not for �a 1n Master Permr`�'�pplications*,lssue No.29-6174 Schafer Engineering Associates 1 4Expiradi Date:6/30/10 Only For Installation Address:Thomas BIRCH,76 Queen Anne Road,Harwich MA 02645 12 of 13 `r INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel MateriallInstallation Assumptions 1 Wall panel, brace and panel/brace fastener sizes, thickness, dimensional characteristics, material properties and strengths used in these calculations were provided by International Swimming Pools, Inc. These calculations assume that these elements have uniform thicknesses, sizes, and material properties/strengths and that they are free of defects. These calculations cover only those elements identified herein and do not cover liners, ladders, steps, slides, decks, railings, etc. This pool system is intended to be installed only by factory trained and approved distributors/contractors. 2. Soil pressures used in these calculations constitute those soils which are in their active state and have a maximum equivalent fluid pressure equal to 35#/fe under non-saturated conditions and 45#/fe under saturated conditions. See definition of parameters section for more soil type assumptions used in these calculations. These calculations do not consider the existence of expansive or adobe-type soils, high groundwater table conditions, or adjacent uncompacted soil fill conditions. If existing site soil conditions dictate a different or potentially higher equivalent fluid pressure than those used herein, the pool Purchaser/Installer shall contact a Inral f'_anfarhniral 15W10 Pnninaar fnr arlrlifinnnl nooirlanra anti direr-inn nrinr to nnnl inefallatinn 3• Wall panel backfill materials shall consist of clean porous soils, free of roots and debris, installed and carefully tamped to eliminate voids, in layers not exceeding 12" thick. In addition, backfill materials shall not exceed the same equivalent fluid pressure characteristics identified in Item 2 above. Lastly, backfilling operations behind the pool panels must be performed in conjunction with the pool filling operations. Although these calculations show that backfill material can be placed behind the pool panels when the pool is empty, these pool panels should not be. considered capable of independently withstanding either the pool waters lateral forces or the lateral soil forces (from behind the pool panels). I 4. The pool is designed to remain full of water at all times. The pool may be damaged if the water level is allowed to drop below the pool inlet. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact Intemational Swimming Pools, Inc. or its agent immediately for instructions. Temporary shoring of the pool panels is highly recommended 5• These structural calculations shall be considered void if not complete (pages 1 - 13) and do not contain a raised P.E. review seal, signature, and color watermark on each page. 6. Pool system is not designed for earthquake or surcharge loading (i.e., neighboring structures, vehicles, trees, equipment, etc.). 7. Finished decks and/or grades shall be constructed in accordance with the pool manufacturer's guidelines and be sloped away from the pool copings at a rate of not less than 1/4"per foot. 8• Concrete bond beam dimensions shall be 6"x 2'-6"minimum. 9. These calculations are in compliance with the following state and national codes: 1. 2000 Nationally accepted International Building Code(IBC) 2. 1999 Building Officials&Code Administrators(BOCA) 3. 1999 Standard Building Code(SBCCI) 4. 1997 Uniform Buildinq Code(UBC) 10. Refer to the Pool Manufacture's Installation Manual for additional restrictions, requirements, guidelines, and recommendations: i Mi. si hat re,ra ed i0a/I and color watermark. Nlasfer Pe 'rm¢it�4pplictioris. Issue No.29 6174 Schafer Engineering Associates +' ti;'6/3� -dn�' o�Installation Address:Thomas BIRCH 76 ueen ._,. IY Q Anne Road,Harwich MA 02645 13 of 13 F'R.AM-'---E - t x 6" RADIUS, RECTANGLE - 16' x 32' POOL . COPING ` / DECK • j f�QIR 1U t3tOV, rJ: • ADJUSTABLE f1 fa�v.• H x +�; POOL WALL ADJUSTABLE A-FRAME CENTER 1.Kirkl' J 24 3r -'--— t 8'PLA3TK:. PANEL I PAAEIOPTION 1 W-7 ' 29' : $TEpOPinON i \ COMPLETE ! 28=10%i A CF 8 • 8 Y CF ® !"PREPARED 80 MIN. 4 4' 4 BOTTOM 2500 psi e. -- H $ '•s' / CONCRETE tfr'� .•� :;'1• • BOND'BEAM 4` �w. It•� ...,� I e + PANEL11 ` • 4'- ----tP 14' 8'.. ._ GVEMIG 4 4• t L UNDISTURBED EARTH Rlofa ro. C CI ti e e E Cf r+vu Iola . H t®•�7h' N �' i ' 20%10% J /T-t0�4• 1) POOL CLEARANCES TO BUILDINGS'AND PROPERTY LINES SHALL BE IN .ACCORDANCE WITH LOCAL.AND STATE REQUIILFJu)Nm CF-W RAORIS CORNER FILLER 2) THIS PLAN DOES.NOT INCLUDE POOL IACATION ON-PROPERTY, , GRADING,FHNCW%WALLS OR 04IB:R SITE INF004ATION. 3) ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH Aj.L t T /►FfU1Mk E'RAOIUS LOCAL AND STATE REGULATIONS. I The ft V OS RACPOR SHALL VERIFY BURIED UMJTIES WITHIN CORNER FILLER NQTB: W"fh4 4)• C r DIII�OF INSTALLATION AREA. (2 pw CORNER) tide� �Do f file 1IV32 2090 tiafe>r. DIVING PERMITTED ONLY FROM 4ALCON9. 1�sso 7A. � � � Pi•-. DESIGNATED DIVING AREA.. N 91104TER- 88' 3. 111 't caner of p"®«+WAW01a WA' 1.Pool Is designed for use below grade and only in areas where the ground °ppL ` . s+�1°Pe p4rA1�111�kirFtl]003 water tattle is a minimum of 4'6•below grade. wuL 0' 8 { � 2-Bade fill with dean earth,free of mots and debris.Do not allow the height of rImum back fill to exceed the height of the water in the pool by more than 6-nor the . PRFPARHI ARCM water to exceed the bade fill by more than 6'. 3.Pour 2500 P.S.I.concrete footing around entire perimeter,minimum 8•deep. 1 l_4, i �_ . 1..� -�--__ -.••� •_, -� 8' 4' 4' b' - 14' .•.6'--- 4.3'wide concrete deck is to be poured at least 3-thickness and a slope of Y'toV away from the p� gg ` 5.All Inside pooldimensions en are to be finished dimensions. ` WALL M� WIAlL VWII PJID b71AEylaOW 6.Finished bottom Is to be 2'minimum of suitable material or undisturbed earth. 7. safety point first with buoys,is permanently peanently attached IV the shallow side o ALL DIMENSIONS ARE FINISH DIMENSIONS of the point of slope change. 1 ' ,t _ .-- B.Stairs:_For all stair layouts,refer to Imperial installation manual. g.Construction Drawing: Different methods and precautions may be dictated by + various ground conditions. This islo,be determined by and is the responsibildy of the contractor who is not an agent of the manuradrrreroflhe JANUARY component parts- 10.11351BRatiOn is to be done in accordance with all federal,state and local building _ ` L3 I codes.as well as N.S.P.1.suggested standards. — — The bottorn configuration shown cordomrs with turret N.S.PJ.suggested minimum standards for pools approved for use with,manutadured diving equipment.If diving equipmerd Is CODE OONIPI MCE: Wmialied,follow the equ(pmerd manufacturer's Installation,use and safety instructions. r ADDTIIONALNOTB 1) TH OF THE MASSACHUSETIS BUILDING CODE Marx- . .. (: IF DRAINS ARE FURNISHED,THAN DOUBLE DRAIN ASME Al1119-8 - Seventh Eddwn of the Mawacb=M State BtfRding Cam+ AT 3--r MIN(EDGE OF DRAIN)APART f 780 CMR(7°ED.) (One and Two Fam#y Dwelling Code) MWwood.New der W O7468 AND ENTRAPMEPTT AVOIDANCE MUST BE INSTALLED IN 'i 2) ELECTRICAL FCTRICAL PLUMBING 1 ACCORDANCE wITH r 2o,mloeo.3 4 L THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING,CsROUNDM .1111116s A...__.....!k AND BONDINCrs AND ANT ARE SUBJECT TO THE STATE CODE AND TO '.Professional Engineer License#36366 TM CURRE'ADOPM NATIONAL ELEcnuC CODE REQUIREMENTS. r•- i ALL PLUMBING bRW OaMEPLY WrM THE CURRENT ADOPTED STATE C OM ANSI/NSPI-TYPE'_.POOL 1 1 i t+ra� f ;�►.►�,.,� . �-.�•—� - _ - �"••� ' SAW EL Ada r7 -j �e is A bl ii ii iii i i i:� ii i r r . lit i Jaud ai _J E7 19 hl Fd �' is 1. t "� a JE ` '�'{{�1.��,7 �� �,1 .,}f�` i _ ,• r .J `{-'- t �• �ii i3 i �w {�i� ` �r.� .Y/ r{ •-`� ' '. fE tl`.- '1 � a'lP f- - . i' 1��'~! ~�� i�i� ■■ • i1 �C: E9�'° ;t , �.� Gs��r ,� tvl,�, .�.—jt ►�'P��y� t '�, r ;' Iti"Iw! T!�!!'3!'!tll� �t1.{'� r '1�1 ' �_' •�' •'I F� '11�i�p� ��• R"""3 F^,!.'T'!+�.• tiJ�'��1 ^ 1►r. • ' �.,. �r � li1r�l 171i��. , 40~ im• 'O .w...' f Aw i olli 01- a To The American Consumer: "Ornamental Fence is the fastest growing fence product in America over the last decade. No other fence product offers the value, strength, security and maintenance-free ownership of an ornamental fence; if you get what you pay for. As the market grows, so does the number of manufacturers and choices. Ev- eryone wants to get their 'slice of the pie'. While there are some very high quality fence products avail- able, there are even more that are equally as poor. The latest entries into the market are lightweight, low quality products being imported from several foreign countries, mainly China. Many consumers are falling prey to the lure of extremely low prices, only to discover that the product does not match the investment made. The fragile structure, lightweight construction, poor coating and the need for periodic maintenance far overshadow the cheap price paid. This brochure provides the facts, so you can choose wisely." I I ted P jen' E� A A Product You Can Trust From A Company You Can Be Proud Of At Ameristar, our demonstrated commitment to product quality is first and foremost in everything we do. Montage is the culmination of over 25 years of demonstrated manufacturing excellence of innovation. No other product on the market today offers the value, features and performance of Montage. i Leading The Way In Environmental Responsibility Ameristar Fence Products has long been a leading manufacturer in the area of environmental responsibility. We are leading the industry in programs and practices in all areas of manufacturing that reduce our carbon footprint and demonstrate our commitment to environmental stewardship. • Montage is produced from ]00%domestic steel • Montage is produced from steel containing up to 97% recycled content • Montage packaging material contains a minimum of 66% recycled content • Montage coating process greatly reduces and in some cases, eliminates emissions of-harmful gases into the atmosphere • Ameristar constantly monitors air emissions, storm water runoff and waste water discharge • Recycle programs for all scrap steel, scrap aluminum, wood, cardboard, plastic scrap, paper and oil products j • Developed programs for reduction of energy consumption Ameristar has invested tens of millions of dollars in the areas of technological improvements to allow us to reduce our energy consumption and our carbon footprint. Ameristar will continue to make these investments well into the future. rr 1 ZD A Page 2 y MONTAGE® The largest Selection of Features for the Widest Variety of Applications For Any Enclosure Although most manufacturers still offer fences with almost a 4"space between pickets as their standard,these designs may put the safety of children or the containment of pets at risk,particularly with aluminum or vinyl (pvc) pickets that can flex 2-1/2 times more than steel. The ` condensed 3" picket-to-picket spacing of the Montage@ Pool, Pet& _- Play®design exceeds most pool and playground safety codes,keeping pets and children contained without an undue increase over the cost of typical fences that try to economize with the wider spacing. �.�� _ +:►sue' �r�' 10 For Any Climate - Ameristar's maintenance-free "E-Coat" finishing process delivers the 1 surface protection necessary for Montage®endurance in any climate, hot or cold, wet or dry. Ameristar® employs the same cyclic testing ~ technology used in the automotive industry to ensure that Montage® fences will not only endure harsh environments, but will withstand the repeated shifts in weather and temperature and the seasonal changes that amplify the extremes of the meteorological spectrum.The galvanized and e-coated fence system is backed by a 20 Year manufacturer's warranty. r _:1•` SOP v. r X, For Any Terrain As land availability has become more and more scarce architectural ul design and construction technology have progressed to enable new facility construction on rough and uneven terrain that was previ- ously considered unfeasible for permanent structures. Montage® ATF®(All Terrain Fence)maintains its rigid strength,while adapting to slopes as severe as a 30 inch rise in an 8 foot run. N• sy :i 1 0,PICld�s u' For Any Project ' Montage®is crafted with an inherent beauty that adds a decorative touch to any residential landscape,whether an individual home,a gated community, or a series of multi-family dwellings. The rigid welded steel construction, enhanced with the Montage Plus®3/4" picket,makes the fence system structurally suitable for commercial applications such as retail businesses, storage facilities, schools, health care facilities and golf courses and recreational parks. ��fileg�d Proudly Made in the U.S.A. From Recycled American Steel Page 3 Technologically AmerlCoafm Total Submersion Coating Process j Montage® ornamental panels and posts are actually coated hald�a0ubtde inside and outside. Major corrosion problems start from the in- side. Acrylic Topcoat Galvanized steel framework is subjected to a multi-stage pre- ' � P,T treatment/wash (with zinc phosphate), followed by a duplex /,■■�a7m P^"20MV:t- cathodic electrocoat system consisting of an epoxy primer, c0jvcnt*En: which significantly increases corrosion protection, and an ✓+ � 9 � ?� acrylic topcoat, which provides the protection necessary to withstand adverse weathering effects. UP THIS - Maintenance-free Surface Backed by 20 Year Warranty! - -" NOT THIS Painted Steel- 9 * , w Destroyed After 2 Years ProFuslon Automatic Panel Welding Process Montage® fence panels are fabricated using Ameristar's revolutional _ ProFusion process that combines fusion and laser technology to auto- matically weld strong, virtually invisible, structural connections without `l unsightly or insecure fasteners. Lawn equipment, falling limbs, meter readers, rough-housing teenagers-all these can damage or demolish - a light-weight aluminum fence. Only welded steel construction stands any chance of surviving such abuse. THIS Welded Steel Rigidly Withstands Severe Impact NOT THIS Light U-Channel ; Aluminum Ruined by Minimal Impact Proudly Made in the U.S.A. From Recycled American Steel Page 4 I Structurally Superior MontageTM Ornamental Welded Steel Aluminum i i Strength of Posts Attractive BoulevardTm brackets mate to all post edges, Punched posts,already weakened by losing a fourth of the passing the load to adjacent panels. Fence panels and circumference,cause a severe concentration of load at the posts act as single line, flexing only slightly under load. post-to-rail junction. The panel,held only by a small screw, bows away from the post, threatening to break free. Concentrated Load Severe Bow;Possible Separation Distributed Load Slight Flex In Fence Line THIS NOT THIS ®� Rails Held Weakened Post ® ®I I Firmly- Breaks Under Cannot Concentrated Pull Out Stress `4 j 'r Steel post, 2-1/2 times stronger than aluminum, remains The holes in punched posts allow water to enter. When this sealed from the elements, uncompromised in structure. expands during a freeze,the post could burst apart. {, I Strength of Picket Connections CTHIS NOT THIS j Invisible Unsightly ° Rigid Loose ° Secure -- a—� _ Insecure Weld Screw ° ? -Test It Yourself Find Installed Examples SHAKE Each Fence 44 Fee! The Difference! } The rigid ProFusion welded panel has permanent connec- The fragile screw connection can be removed in seconds 4 tions, making it invulnerable to disassembly attempts. by a child or vibrate loose from turbulent winds. r Proudly Made in the U.S.A. From Recycled American Steel Page 5 Intelligently Engineered Alternatives Montage ATFTM (All Terrain Fence) ATFTM (All Terrain Fence) panel design enables the maximum bias for all Montage TM styles. It is the only welded steel fence with the capability to follow severe grade changes and follow uneven ground contours like a second skin. THIS Capable of , 30" Rise In a+'' 8' Run k ' NOT THIS r� k ; Unsightly F Stair-Step Installation Leaves Gaps Standard MontageTM or Deluxe Montage PIusTM In addition to the stout Montage TIM fence system suitable for most applications, Ameristar® offers the deluxe Montage PIusTA4 for applications requiring extra strength or a more substantial look. Montage® Montage Plus® Material Steel Steel p'r Picket 5/8" Square 3/4" Square Rail 0.790" x 0.075"Top 1.4375"x 0.072"Top 1.235"x 0.075" Sides 1.500" x 0.072" Sides Post 2" Square 2-1/2" Square, Construction Welded Welded Flush Bottom Rail Pool, Pet & Play' 3" Spacing For some applica- In many cases tions like pools, a related to pools, flush bottom rail pets, or children, may be necessary �•—�� p '*< t a narrower space may be required to meet local build- for safety or con- ing codes or simply tainment. The to meet an aesthet- - Pool, Pet & Plays' is preference. design offers the ' optional 3" space. Proudly Made in the U.S.A. From Recycled American Steel i Page 6 Distinctively Styled Rp ! { 1 Itl f . � 7 aq� Y H d• Q I -.itr� y!, �I IIII11`;1==Ii its, ^ t E Pekr�r = �� € b .• • •- •• -• • - j {Ili + >v+ t a` . ,�j. ��r• r+ F' g,, e IIIII ICI t �° F' }i •, '� , P^• � �,. • • • •• • • I1NIHNi�I�IIIi�i"t �tA SAf7..Jrt� ' A. F�■uf �/ .e-.•• , rgll'f'tt'• � I�t YI. It�l, r .� �. iE ��• �. .• ;I� ••• •- • • li,. i".LIB se ;Y c• • • -• : • pl '?a,_ , .61t j�6`ty er;t�ieo..� - ��--:j I MIUMM.It ram on' ■■ � ' ��•d� �r�•-�C"' V, •�wt�.�`pr�� �'a��■�j�y� :�,�� ,� �;;f�a t:.��11. i��� ��4��i►� t :Ei��='fYi �E"`�'Fr. •• • .• • _ R1^trYl �. ;Fv� �f1 s6 ::�..r• -.i, �:D .may 'ynK11 ?�, - . f,. 1"�.. �. AU 17 '_r �k�'�+'sx� :o,,.f src ^Y ys i .a�i S wc�� .�„• � • ••- (�11 G 1 Fari m NO SS1' TIT' �•. •p {�� E��.f��E{�i<9��t�u.� �,.yrn..+•^. u'' • •.• • _ �'fi:l�i! �Iaililltl�E�i(1} ; � � st ,� ���� Z PAEA�yklisit >ri 16• ry� j { C-` `.. . PUP" . rr U-1 ��w it � ,I lil I I��4I• ��� (��� � �sj r I - i I� O I [MONTAGE .01 ) y AMERISTAK' — I i - L'tiJ �A�,l�J Ce�J\'Vi 1�1\�/�,\4�,©,.®J lV�i➢.�i, n 'J • �... yr/ �� ��,`�J ��� `y� 34, �aap a iILLihLLLL i�i�6i i�f i �l i i}�P l i ��ir1:i• i ln�lal�,ispl4i 1 I.i rri-r i i FT IfffrI V'r U,rI`CC p�G�' .�• III�l•1J - � -�- - ,���� � 9 " I��������I �iil��°1 xx 1) _ .L � `Itia� L�1 fr of 'F� YVIII 111111 t II� 1.li I�Llrs7 ' AND e®••6Yl�I�r'�i1R',�10 A�\`1►�A\►i �� � � 1 flR 1� ORNAMENTAL-1 �0 I RZ O N FENCE 1555 N. Mingo Road Tulsa, OK 74116 www.MontageFence.com 1-888-333-3422 Printed in U.S.A Rev.03109 i Parcel Detail Page 1 of 3 e t!: .•.:t :! �s Logged In As: Parcel Detail Wednesday, Ser Parcel Lookup a Parcel Info Parcel ID 174-001-059 Developer LOT 151 Location 280 JOE THOMPSON ROAD Pri Frontage Sec Road I Sec Frontage Village WEST BARNSTABLE I Fire District W BARNSTABLE Sewer Acct I Road Index 2022 Interactivve 3f7, P Owner Info owner PULIT, DANIEL J & KAREN L Co-owner streets 280 JOE THOMPSON RD Street2 city W BARNSTABLE I State MA zip 02668 Country Land Info Acres 0.39 use Single Fam MDL-01 I Zoning RF Nghbd 0107 Topography Level I Road Paved utilities Public Water,Gas,Septic , Location Construction Info Building 1 of 1 Year 1993 Roof Gable/Hip I Ext Wood Shingle 'r Built Struct Wall Effect Roof AC 14 , 2250 Asph/F GIs/Cmp I None I Area -_ -- _--- __---- Cover Type ----------------- Style Colonial �J Int wall Drywall I Rooms Bed 3 Bedrooms ��� _(( �015 Model Residential Int Floor Vinyl/Asphalt ] Rooms Bath 2 Full + 1 H �dj 0 1 I Grade Average j T Type Hot Water Total Rooms 6 R eat ooms + 010 6N �j littp://issgl2/intranet/propdata/ParcelDetaii.aspx?ID=12150 9/17/2008 Parcel Detail Page 2 of 3 4 1 t16 A. Stories 2 Stories Fuel Heat Gas I Foationund- Poured Ccnc Mrs a4t Permit History Issue Date Purpose Permit# Amount Insp Date Comrr 9/27/2002 SHED 64120 12/17/2002 12:00:00 AM 5/1/1993 B35838 $105,000 1/15/1994 12:00:00 AM WB 2 ! Visit History Date Who Purpose 12/17/2002 12:00:00 AM Martin Flynn Bldg Permit Completed 2/16/2000 12:00:00 AM Paul Talbot Meas/Listed-Interior Access 8/19/1998 12:00:00 AM Lloyd Kurtz 16/15/1994 12:00:00 AM ML Sales History Line Sale Date Owner Book/Page Sale P 1 12/29/2006 PULIT, DANIEL J & KAREN L 21660/260 2 10/28/1996 SILVAN, DEBORAH D 10455/173 3 10/28/1996 PRUDENTIAL RESIDENTIAL SERV LP 10455/164 4 7/15/1993 SAUERS, JAMES P & DONNA 8690/329 5 11/15/1992 DACEY, BRIAN T TR 8315/152 6 11/15/1990 NWE, INC 7344/183 $1 7 1/15/1989 SOLLOWS, JEFFREY A TRS 6612/324 Assessment History Save # Year Building Value XF Value OB Value Land Value Total Parcf 1 2008 $224,000 $2,800 $500 $188,400 3 2007 $223,400 $2,800 $500 $188,400 4 2006 $212,600 $2,800 $500 $194,100 5 2005 $195,300 $2,800 $500 $172,900 6 2004 $166,100 $2,800 $500 $172,900 7 2003 $140,200 $2,800 $0 $70,600 8 2002 $140,200 $2,800 $0 $70,600 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=12150 9/17/2008 Parcel Detail Page 3 of 3 .z 9 2001 $140,200 $3,000 $0 $70,600 10 2000 $123,300 $3,100 $0 $45,400 11 1999 $121,100 $3,100 $0 $45,400 12 1998 $112,400 $3,100 $0 $45,400 13 1997 $123,000 $0 $0 $38,400 14 1996 $123,000 $0 $0 $38,400 15 1995 $123,000 $0 $0 $38,400 16 1994 $0 $0 $0 $25,100 17 1993 $0 $0 $0 $25,100 18 1992 $0 $0 $0 $27,900 19 1991 $0 $0 $0 $55,800 20 1990 $0 $0 $0 $55,800 21 1989 $0 $0 $0 $55,800 Photos S http://issgl2/intranet/propdata/Parce]Detail.aspx?ID=12150 9/17/2008 `�a_ . - X'"'t�1, ,_,n.- �r-..rn.-ti.. . .^-�....,,....•.�+.ti.'.,.fa+,........ .�•.i.... ,�,�,r,:.. .y' a•..r 0*7M!>, TOWN OF BARNSTABLE 35838 � Permlt No.......:......... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash ................ 7 .M� .670• 9�eov�� HYANNIS.MASS.02601 Bond .....x......... CERTIFICATE OF USE•AND OCCUPANCY Issued to Bayside Building Co, Address Lot #151 , 280 Joe Thompson Road West Barnstable, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. AND THE BUILDING 'SHALL NOT BE'OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 1: 9.0 OF THE MASSACHUSETTS STATE BUILDING CODE. July 201 93 ✓%... Building Inspector OWN OF BARNSTABLE, M1 SSACHUSETTS BUILDING PERML lk=174"059 DATE 19 -93 PERMIT. NQ 35838 APPLICANT ILI d 9 5-, c o Co. ADDRESS 0 5 6-.1 INC.) -(STREET) (C ONT R'S LICENSE) Falaily Dwell ' PERMIT TO U Li j)v74L-.' L i L(� 2.!ICjNUMBER OF L I STORY j (PROPOSED USE) (TYPE OF IMPROVEMENT) DWELLING UNITS 1c AT (LOCATION) :u 0 11- �,Inpsoll oad a 1:11 s t a 5 1 ZONING (NO.) (STREET) DISTRICT BETWEEN AND STREET) (CROSS STREET) LOT SUBDIVISION LOT-BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT-WALLS OR FOUNDATION (TYPE) REMARKS: Sc-wago ?-7191-174 AREA OR 4 7 ,b. c: PERMIT $ VOLUME i45. (CUBIC/SOUARE FEET) ESTIMATED COST $ 105 ()k FEE OWNER T v L.Lu A BUILDING DEPT. i /'. _; ,7-', / ! M ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRE[ FOR ALL CONSTRUCTION W( CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN .'PERMITS ARE REQUIRED FOR 'ELECTRICAL, PLUMBING AND FOUNDATIONS OR FOOTINGS. ERE A CERTIFICATE OF OCCUPANCY IS RE MECHAN CAL INSTALLATIONS. I. MEMBERS(READY TO LATH). 'E�D IW 1. PRIOR TO COVERING STRUCTURAL IMQALIDIR SHICH BUILDING SHALL NOT BE OCCUPIED UNTIL 3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPPAVALS 16- 2 2 2, 21490 /413 3 HEATI�N N PECTION APPROVALS ENGINEERING DEPARTM NT 7 � 2 0 DOFH 4 WN OT4R l SITE PLAN EW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT '#V!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIOULIS STAGES OF WORK 15 NOT STARTED WITHIN 51X MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. : j i + 4 ' q t i i i T YrlS$su�oc :a%i u'fi:it' OF Lam t / C,�.2T/,may r : : LaG.4T/4�C/ - f c5r Fii/EA/TS T,y�c' -7-ovti�V 4F • .. , ,r3q,��TA.t3L�':_ ...,giti0�is ,F/oT'-, ' _ • � / _/ LO C-4'; -E� T. , .., . LOT N7 Sic . T///S �,LA�//S tioT E3A XT,E,C B.QSEO N.4�t/` : �2EG/S7`E,2EI� L�Wo SCJ•eY6'Ya� Yam; .;•;.: •' �ST,E.21i/� a .�.SE1� .TO Q`c-7-mac- /!OT' 8�".• � :� � � D , ��/�E •.G-l�T�.lit%�S I-� .4F�i�.L/C,Q/t/?" ,�6�IS/DE U t>�GDi.VG j Kr y t•. I DAD DAD DLlILL�► � D - J� n � 1 .� -�___:---' _ D � � D D �T6 D � Al .. f j i I I r� I, 91 4\ . I I i i 11I:C�-c41tt�1GLE5 I U...0 i I I it II I II I • I I I , L,EF7 SiIDE - GA2acaE tw ft r i � I 1 Q,1 G 1-•a T S l � E i IA l-..A S P H A LT 1"2.00F S"I',-A CG L-EI I i nlGL-t. 5Fl — — --- I7. JTI ,,- I • � 9 _ I t 3 1 Co' �c t 2' '\V O 0 0 r)E G►L 2Co' D" i r r S" Cl 1 i 30 49 L.'• i 000R 153'S-T I Op i a 0 pw j DIN E'STE - I _KITGFIE� Ion C> A IZ A C,E o �t :.4'c(DNc¢ SL-A,,b Or r 5,jej- F.C. SwsF-,-rmoGtL N - N Flnt.g -NouR..0002 _� _ � I n w I pgWRY, � I Z I i r i / L V_I pi.G-._.tZooinO �41 f2tN 1 N(f� o.t-+. pooR.. ' ou Ooo2 0? Cc,nIG2 t,.Prz.o,.J DOy S-7 3oi'S j Dor�-� 3or 5-7" �.. 2 S'0 cj _ o . 2 o g. p 4'.p• i r �---. � ... .... $Data K 376 p 5 2Co '-o' 34 '_ p�• i � 9y 11 ' 41 49 30• S-7 00. •1 I I ip: � r --4- .. v 4,.e` �•) M hC, i+ ly p I SUTU2E r7002 O�to.fv � � ' � ^� ------•-- - � d1 fLA/ G 1 A t- Nn SNEef - m N1 from IL—Pjow T tv Z G. .fuTuRE R0O.If\ -.... -_.$�.7�V.o.o.�.. Off. P�EflrLo O/n 2 I r r 10 "S -7 7 y. I m� i I 4'-Co'' co N G 2 \Vp.L�.5 I I I •� I �i � 1 .--�- I I � Coi�P��t G�Z/avE� F�Lr�. I T- • r l I � IV OEL111-4 .0-O.W/AN6 3-xF-& n.P6CkET I I �I I i — — —`—Cu -T Fom y' oO o a"yc C.orJc2 WADS �I FILL I — i i SWCATLiINC, its ;\ cw R?So F I gR c Leas i t N1 I S14 F-LOO V- I f .' — I_Y-S u I;i F ' I 'll n � I, �3j r} S c a s litF!1JISH F Loolz ( i 5/8" PL`f 61-10t>F1-oOrt ..I ZY Co Slf_.L 01.1 SILL-FILL � � � I� 3'(1'• Go c-rL S LIaA 1'2 :�w m 1(,' s Assessor's o'SSce(1st Floor): n�� po `SE��/���/�T,� Assessor's map and lot number i C �-"'A -LED III Board of Health(3rd floor): !� r !` CoDDMPLI d� Sewage Permit number j— l l/ �� ENVI wrrh rjrL� A�,Ycz Engineering Department(3rd floor): R�IyME�r = D•ENASIL L House number �� �' :;-rD fl�� �..,., :f " ,`° 4ND '°o too Definitive Plan Approved by Planning Board 19.". "'`F`af" ��r�r d� APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only i TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTIONP7/u 4.., e 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for as permit according to the following information.: / Location 4 l v c� /�•( �" f Proposed Use Zoning District Fire District C Q Name of Owner Address Name of Builder Address Name of Architect Address Number of Rooms -7 Foundation G ��L2/'� Exterior y- Roofing Floors � 0 �` ��'"`7� Interior Heating n G � Plumbing Fireplace afwAa 6_4 k y-62t�L_ Approximate Cost �( Area / Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name G 5-kr& :A yS Construction Supervisor's License BAYSIDE BUILDING CO. ` No '35838 Two Story Permit For Y Single Family Dwelling Location Lot #151 , 280 Joe Thompson Road West Barnstable Owner.''-BaYside Buildinq Co. ° Type of Construction Frame Plot Lot Permit Granted" May 6 , 19 93 Date of-Inspection 19 Date � �19 oF�HE Town of Barnstable Regulatory Services ' Ge'Thomas F. .• filer,Director ' v� a639. �e�' Building Division Tom Pe . rry,Building Commissioner 200 Main Street, Hyannis,MA 02601 i Office: 508-862-4038 i Fax: 508-790-6230 PERMIT# 5'1 l 1;2-O FEE: SHED REGISTRATION �, 120 square feet or less 9/3o/C/oZ 28© �o� 111eu.�nso� �, wesr �s�tle ((( Location of shed(address) . Village VAIL Property owner's name 1 3 C' Telephone number ZE CD T l 74061 05 9 1 Size of Shed � `" --1 Map/Parcel# o — Co Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) 9 L PLEASE NOTE: IF YOU ARE WITBIN THE JURISDICTION OF ANY OF THE ABOVE COMA aSSIONS, THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE CONMSSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A, PLOT PLAN Iao 00 0 15 �S $ x-8 ° M tAXTSR .. . . LOP . �U�t,O►NG �� ,r 35? . CE e T/.c/EO F=L.OT / T/,C-y TA/AT.7-/-/,C- �ov�vc'47-V1) . . L-0C47-/O/C/ S�/OG✓N yE,eEO,(/COtiI,dL YS �/jTy S'C-A L �4U��Fii1E"�(/y S OF T�/� TOYI/iV aF .�.C_,q A .4.ci. is h6r LvT .'_ocA 7',E'r� lyi7'y/�c/ Th�E ,�Loc�aPG4/.fi ///C. BASE�p �t/AIV AEG/STE,eEp ��-4s•'E'�-s syoft/y S�vL.� ,tlo g �STE.eI�/,C,C�a NJ�4.SS. 'SEO T� OET� - .'/En inPerin Dept. (3rd floor) Map i'�� Parcel.®'��, �� Permit# 11 House# 60 .�� Date Issued j") 7 9 7 cit Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) OTC �� 0 I s? sus . conservation Office(4th floor)(8.30- 9:30/1:00-2:00) i&- , Bldg.) o�I"E 19 ' BARNSTABLE. �ED MPN p`� ' TOWN OF BARNSTABLE Building Permit Application Project Street Address IVsn' 1eoe-d (Th5o LT 156 Village-, 0 Owner-1 le-bo ro,h I Van Address Telephone � Permit Request _sC D_Or cove q a rc� -4b J:Ao.6)Aqe c7 lu xb or^t n�3fiat 6eJ co an2✓� 2 6 K L� � � Gv u���2 ; First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ L4 U c) Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family [✓� Two Family ❑ Multi-Family'#units) Age of Existing Structure rt-' Historic House ElYes o On Old King's Highway ❑Yes �No Basement Type: ull ❑Crawl ❑Walkout ❑Other Basement Finished Areas .ft. /V C-VV Q Basement Unfinished Areas .ft Number of Baths: Full: Existing -- New Half: Existing New No. of Bedrooms: Existing 3 New Tufal Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: G"as ❑Oil ❑Electric ❑Other Central Air ❑Yes @'No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) (Attached(size) a�X Z ❑Barn(size) i ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use. /Name Builder Information r Telephone Number Q —o I A dress 0 License# 0S7 3 9 5 11 D626 ,/)'Tome Improvement Contractor# // / �13 Aorker'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 DATEX 1116ZZ BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) r FOR OFFICIAL USE ONLY ,- to �� 3 PERMIT NO. 1 L �. DATE ISSUED:: MAP/PARCEL''NO ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION ' FRAME s �1 /!� 'a INSULATION ri FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - d GAS: ROUGH FINAL FINAL BUILDING 7 . r DATE CLOSED OUT ASSOCIATION PLAN NO. i FIE] l rD y' > i �+SP ✓ems i rn i j �e ��� . � , � � . . . �� � �� a � � � �� � ► � � � � . �� w �, n r�� �, � �- .. ` � w W ^1 I � - i / ����� 5. ^'� • The Commonwealth of.Alassac'huseffs Dcpurnncnt ojltuluNtrialAccidcnts Office el/nvestigal/nns 600 N achitt,-ton Street Boson, Ma.u. 02111 Workers' Compensation Insurance Affidavit Applicant information': Please PR11VT lebi�l�y name• Z �L� locition• , yo • /� y TU�^^/� S yh� ,/ city fit/,�La•2 w Sl� 'g 1/� At. ' Phone `► yD •(7 I I 1 m a homeowner performing all wor myself. [ am a sole proprietor and have no one working in any capacity ...::N+:.:.....f^rr -•�;.p•_ .....�..� .w..r, i �„•. 7i,T.�T,^.gw,,}rw .Tuw�R1foasSti.+.�+1w+n1�1!!+.�r.�• .r. !r.!,.Y^eF'.... tee. •...w- ..,_ .'4..i�..`...T�`�'��.L••.L"��:,...NL.::'�sr....: •.]G._ _ ��+1.�5.� -t�.'. r�-�...-_.�._......�._... I am an employer providing workers' compensation for my employees working on this job. cone mnv mime: ���n 6 a.�i S�<je e_ . r�c address: B ��S2 �zvb �v✓ � — city, C_ �i.✓�C+2 ✓,l fl y to. Z� T Z phone#: insurance co polio•# I am a sole proprietor. general contractor, or homeowner(circle ate) and have hired the contractors listed below who have the following workers' compensation polices: compinv mime: address: cih•: phone#: insurance co noliev# - .. •�:_.r::r•:c_..,.sic^.-=...,,.,..-•-T•ct....,.. _: _. y ��--�-:..:�--•.,ti;Tar:.-..,s —T,;>:�.-:,....,.�_....,, . ..._ _ :.__.._. _-..__:_...... ...n.__.�^.�....___ ..Jar:`:u..:y:._...L.:..,:..1'�.��-.:.r..i:ar�.r._:1�:,.ia....✓.''-;. _...ny. -u�L':�5..®i1-• cornrmny nnine' address- city: phone#: insurance co Police# :Attach additional sheet .�-�v':�Oi�...�.�Jl..-._.,._-�--..i'J../:LY�'J-ate...-...�.-.WlL��-'Li:7-•�.�i:�J.--s,.Y...�.raay�Qt(��cab�'Yi.ii•L1'i'.tif{C':•wj�:.�L..•1[•ucwrM'. 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 S1,500.00 and/or unc years' imprisonment as well as civil penalties in the form of a STOP NVORK ORDER and a fine of 5100.00 a day against me. 1 understand that n cope of this statenient may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 rlo herehv certif•tinrlej the wins and pe�s of perjurr that the information provided above is true and correct. Signature Date jA 117 Z l / 6 - �S t� Print name LC�Y� t/f Phone k o� 2 T WiLLYe :AI fuse only do nut write in this area to be completed by city or toirn ofrtcialci town: permit/liccnw# r'tt3uilding Department t Licensing Board [ O check if immediate response is required ❑Selectmen's Office : 011calth Department contact person: phone#; MOther !: i. f Ire,,sed 3:ri;I'1A1 Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an en►ploree is defined as every person in the service of another under any contract of hire. express or implied. oral or written. An emi)lover is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a_joint enterprise, and including the le-al representatives of a deceased employer, or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However the owner of a dwelling, house having not more than three apartments and who resides therein, or the occupant of the d\\ellin�, house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chajpier 152 section 25 also states that every state or local licensing agency shall .withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for an• applicant .who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. _..-....�...._�.._..._..._.._.__. ....__..._._...�:....._�..._.. .. - - c - c.-- ..--—- '�'....-- ,f tee•---.,�...n..c.-'-----•rim Applicants Please fill in the workers* compensation affidavit completely, by checking the box that applies to your situation and Supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are required to obtain a workers' compensation policy. please call the Department at the number listed below. Citv or,rowns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations leas to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations \.Nlould like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address. telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents r Office i3l Investigations 600 «'ashington Street Boston, Ma. 02111 fax #: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 The Towri of'Barnstable � BARNS'rABLE. • Department of Health Safety,and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT.CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL•c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: /Le vrz v d-e Al Est.Cost=�6 Address of Work: a D U --1 Oe. T��^^�I.S a7 ��C./ /N• />!a� s,.s`a b/� Owner's Name L�k�Q dt i I ✓ w �✓ Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the;aent of the owner: q 7 Z We A e. 4 b Date Contractor Name Registration No. OR Date Owner's Name TO TIME DATE Z O 1I1/HILE��. _` ..�UWEiEO .. pffRSENT! p lepf�ane - �pReturn�edCalle�d yoM';to, M ,your calf see £ fNe pWants to OF PHONE � dl a1F Y cgaIn" no MESSAGE . f� ,& 4 OPERATOR: 23-024-400 SETS 23-027-200 SETS I 'rwf TOWN OF BARNSTABLE 35838 Permit No. ......:......... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash 7 ,Yl .6y0 HYANNIS.MASS.02601 Bond .....x......... CERTIFICATE OF USE AND OCCUPANCY Issued to Bayside Building Co, Address Lot #151, 280 Joe Thompson Road West Barnstable, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 1,19.0 OF THE MASSACHUSETTS STATE BUILDING CODE. July 20, 19 9 3 ---- ......... //...,.. Building Inspector ' , r t � }. _ �,yAa{ac.JM 2 �„„�7 >sk ;HOME sIMPROVEMENT CONTRACTOR i Re9istrat"ion 1'1`11434 ~��• � r; TXRe - ::Expiration 12%19/98 , HAMORSIDEhMEMODELINfi ROBERT fi'=W LSH ;Y h�,n�ROSEMARY L•>N` ;����' �.�����, 3 ENTERVILLE MA 02632 . tl < ,�lze �ovrvmaruuea� a�,/�aaacrc%uaelta �' OEP.ARTHENT OF PUBLIC SAFETY CONSTRUCTION.SUPERVISOR LICENSE . Nuxber = Expires: Restricted=To 16 7REEEROBERT 6 YRISH .101"ROSENARY.1T CENTERVILLE, MA 02632 E a u . a . rfi " ..,, -,.. .; .... '.. . ,.... ,.- ... _ - ... . - :. h _ .. '_} -z'-: „ Mom•. . 55Essot?5 M�►P 1-7` �f 1 �r.iCA � li7Sn i hr,l� I �.0 i vE AL ``;�..- 3� \ \ � „� ►, Dd-t� tr �vv TaxErJ FaoNl r�s�:, ,�,.�;� Q t LA r-ld - -- _. PA L WA'1 E L. .�._._/►V&L-A NX, I - \ 3 43ti' 59L.11�S �Jdtvv- � LOAClfde- AI.L F12ecA6t 1.p4iT5 Aw Wo + -44- le { x •,\ cam. N ci t a.�+ y 1 'd, � _ - -.._.._ ,-_ ALI.. eW MACS W47TV t, BSc \ ` 1 ;� ' ti..� :�• , j• r C-ak.6STCJGTrO►-i C7E—r.&i Lob "o eC 11-4 A.GLCR b"1CJE: t4l Tw � � ' ,�• `;, , _ �A c��,. �tl��2oI.1M�t-r'Cd l-GoDE 'S"H'1�� . TO , - .,Td�c.l alb, K,r' tyS toe P� e'C`(U�I� 7 f r IN V 7 � ,, c, It be tctel -4 _1 1Z WaS►dEc5To►1E— I� �USE GA LLC* LE tv- i roe OF iitij } , ARN£ LAr.lp SU¢IEYi=�S j ne Ear k�dt 3't �rELA Yae.MouTu, r14, CAT' ,h¢rJE µ �/�1.A R P.E, r..5 . , DATE gP�eo�E