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'.a, ;;, sd a r e r��+ ,y !�: �a� f1,','rt3 `sr r e,+^ .+! +; : �� l ,�;,, FVE r Town of Barnstable *Permit# ° Building Department Servi s "�6m°Wee romissuedate BARNSTesr s Brian Florence,CBO a , 4 1+ 9cb�T' A< Building Commissioner ' s D v En r 200 Main Street,Hyannis,MA 02 01 Q ' www.town.barnstable.ma.us�� Cl 0� Office: 508-862-4038 N 2�� zx: 508-790-6230 HNS EXPRESS PERMIT APPLICATION - RESIDENTIAL Qot� Not Valid without Red X-Press Imprint Map/parcel Number - U Z rty Address c7 0� �sidential Value of Work Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Contractor's Name �� J� t, i Telephone Number Home Improvement Contractor License#(if applicable) EmailA_U,% L/1,(!'CC,5V Construction Supervisor's License#(if applicable) Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Co pensation Insurance Insurance Company Name Grp Workman's Comp.Policy# S Vt® G 95 0 Copy of Insurance Compliance Certificate must accompany each permit. Permit Re st(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 #of doors: *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 ntra s License&Construction Supervisors License is .> ired. SIGNAT QAWPFILESTORMSIbuilding permit forms\EXPRESS.doc 08/16/17 77w CommomveaIth of-Massad ruseft . Departwent of frudushiat A.cddien& — MW fa ce of brpesligafions 600 Washbigfon Street Boston,ff"02111 wrinumasmgovvIdiri Workers' Campensat an Insurance Affidavit:Bnitdersi ntra WrslMwft ;cians kmbers licant IufarIImfrQn. Please Print Nam anizatioafladividnal� VLC u— �Cr Aci�ess: City/sta-& J Phone me o'6 Are yjku an employer?Check the appropriate box: ' T of ro ect(required): L/J I am a employer�. 4. ❑I am a general contractor and I Y F ] I. p yes. 6 employees(full andfor pares' e)* have hiredhiredthe sub-contractors - ❑New comsiruction 2.❑ I am a sale proprietor orpsrbur listed onthe attached sheet. 7• ❑Remodeling ship acid have no.employees. Them stab-contractors have g_,❑Demaliffim worldng far me in any capacity. employees and have wod=' 9- ❑Building addition [No n-odcers,comp-asurmce comp.insuranml required-] 5. ❑ We are a corporation and its 10.❑Electrical repairs ar additions Of have exercised their l L 3.❑ I am a homeowner doing all wade ❑Plumbing repairs or additityms myself o worms' Tight.of exemption per 1MdGL comp- c.152, I andwe have no 12. Roofrepaiis insurance required.]T � �� l3.❑Other employees-[No wod=' camp.insurance required.) •tiny appEic-9mt cher1sbos ft1 ntasi elsa fill o�the sec@oahelawshantiug their aradkeis'compensatioapo&eyinfinmafiott R-ameoamgrs wbio submit this affidat t m&cating they ne.doing all wee sad dum bae cut d&contactors-st suhtnit a near affidaet indicating sadi fCanactn6 8sat check t}ds turn rgust atmrhed mt addidamal shad showing the aam of 1he sub-ruttacma sad sttm whe2ha ar nat fhnse enddeslave employees.Iftbesmb-can atorsbaaeemplayee%theymmstpmvidetbeir workea'camp.palicymemben I arrr an eutpIoper drat is pr atiing tr�arlrets"corrrpertsatirxrr i�tsrrratrca for may*a rrpinyneesa Beloov is tltepolicy arced jab site informatiots Insurance Company Name- Pflficy or Self-ins.Lic_ �J "J (�� ExpiratiouDate. egs Job Site Addr :_�,I ,��r, �t _�I�1 City/Statel�r:��IJ �J 1.L,1 2 e Attach a copy of the workers compensationpolicydeclaration page(showing the policy number and expiration bate). Failure to secure coverage as required.under Section 25A of MGL c-1572 can lead to the imposition of criminal penalties of a fine up to$1,50D:00 andfor one-year imprisonment,as w611 as civil penalties in the farm of a STOP WORK ORDER-and a fine of up to$250-Q0 a day against the violator- Be advised that a copy ofthis statement maybe f awarded to the Office of Investigations,ofthe DIAL.far insurance coverage verificati= I do h f u tha pains andpm fret u that the informa€miprovi&d abmv fs bars and correct Si Date: 02L— Phonei�- O,f j`rcial use only. Do trot write in tlrrs area,to be completed by city or town official City or Tcn a• Perrmt/License ig L=-b Authority(circle one): 1.Board of Health 2.Building Department 3.City ro n.Clerk 4.Electrical Inspector 5.Plum mg Inspector 6.Other Contact Person: Phone#: n orina on and Instructions Massachusetts Gm=Bl Laws cTiapf M reggaes all employers m provide wca='compmsation for their employees. 17 Pursaantto this side,an eriVkyw is defined as.'°_.evu XY p=6n in the service of another under any mmfuLCt ofhirr., express or implied„oral or wiitf mf 1 m-tn assoQHtC oration or other I�,,�T or two or more AIL.eIT�7jOyPl•IS det7ned HS"an mdlYIdnal,p erSlllp, �,corporation "5`'u"+i'-'iJi �y of the foregoing eA�th a Joint ,and including the legal represe hdives of a deceased employer,or the receiver or trustee of an individual,per,association or other legal entity,employing employees. However flie owner of a dwelling.loose having not more than three aparfinefs and who resides therein,or the occopunt of the - dwPTT�house of anther who employs prawns to do =,construction or repair work on such dwelling house or on the grounds or b1 appurteuaut thereto shaH not because of such employmed be deemed to be an employer." MGL chapter-152,§25 also sues that'every state or local ncendag agency shall withhold the issu ce or renewal of a license or p�rmit to operate a business or to construct buildings In the commonwealth fo any applicantwho has notpro need acceptable evidence of cdmpr=ce wii$,th-e insurance.covexage r ed." Additionally.MGL chapter I §25C(7)stags'Neither the conmi mQealth nor gay of its political sub - 'ons shall . enter into any contract for the ce ofpnblic v�ork until acceptable evidence of compiiance the ice, rupjb rments of this chapter ha been presented to the confracting ardhoi*." Applies Please fill out the wori,-='comp n afdavit completely,by checicmg i..e boxes fat apply Your situation and,if necessary,supply snb-contractor(s) e(s), address(es)and phone nvmber(s)along with their cate(s) of ;,,�r m ce. Limited Liability Conipani (T.LG)or United Liability Parinershigs(LLP)with employees other than the members or partners,are not regvaed to wor$eas'compensation iusozance If an LLC LLP does have empIoyees,apolicy is regnaed. Be ad " that this affidayitmaybe snbmited to the Dep ent of Industrial. Accidents fbr confirmation of fiMM ice co Also be sure to sign and date the affi avit The affidavit should be retummed to the city or town that the apph- "on for the permit or license is being not the Department of Tnrjn�al Accidents. Shouldyou have any ions regazdmg the law or ifyou are to obtain a workers' compensation poficy,please caR the Department thennmber listed below. Self companies should enter their self-in nee license number on the appmyriatM City or To Offidals t _ Please be s�that the complete and prHb!;d I Iy. The Departme t has .riled a space at the bottom of the affidavit for youfn fIl out in a event the Office o vestigations has to cc You regal m the ap�Ircant Please be sure to fill in the pem it/licens ber which e used as a reference her. In addition,an applicant that must submit multiple p=itlIicease apphb4ons in any en year,need only one affidavit indicaiiag current policy fi forn ation Cif necessary)and under"Job " e applicant should 'all locations in � (citY or town)."A copy of the affidavit that has been officially marked by the ' or town maybe provided to the applicant as proof that a valid affidavit is on file for fuitn,p o es A affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or not re to buffers or commercial veaf= (ie. a dog license or peunit to burn leaves etc.)said person is NOT to eta,this affidavit The Office of Investigations would like to tbank you in.advance for your coop on and d you have any ques'[ions, please do not hesitate to give us a call. The Department's address,telephone and fay,number: Car Weal*Of ch ' Depar ant of I13:6istdal Aid is �Q-�T�ashiza�n:fit Qsto-a,M&E111. T(,-L#617' -4.9W cxt 4-06 Qr 1�� Fax#617-727-7749 revised 4-24-07 v 3 Respectfully Submitted, Oliver Kelly f Proposal accepted by;. - Date /oO /2017 If acceptable lease sign and mit one co t the r � p 9 copy o e address above, keeping a copy for ..your records, this proposal is valid for 45 days from date above, please call to verify x thereafter. S ember 2W 201:7 : e2Qf2 a x r a ss yd i ,4co CERTIFICATE OF LIABILITY INSURANCE D05-15- ATE '2017 �. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESE14TAT VE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: H 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: DOWLING&O`NEIL INS PHONE FAX 9731YANNOUGH RD A/C No A/C No, HYANNIS,MA 02601 EMAIL "1 INSURERS)AFFORDING COVERAGE NAIC R INSURER A,ACE AMERICAN INSURANCE CO INSURED INSURER B: KELLY ROOFING INC ��C 8 RHINE RD YARMOUTHPORT,MA 02675 INSURER D: • INSURER E INSURER F: - COVERAGESFlNUMBER: REVISION NUMBER: a 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 ANSR WVO POLICY NUMBER (�D/yyyyyy) POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED S CLAIMS-MADE D OCCUR PREMISES Ea occurrence MED EXP(Any one person) S PERSONAL&ADV INJURY $ GENERALAGGREGATE $ GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COM IOP AGG $ POLICY171 SECT LOC $ UTOMOBILE LU►BILRY COMBI I SINGLE LIMIT $ ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS NON-OWNED BODILY INJURY(Per accident' $ HIRED AUTOS AUTOS TYI AMAGE $ S UMBRELLA UAS OCCUR EACH OCCURRENCE S EXCESS LI" CLAIMS-MADE AGGREGATE $ DED I I RETENTION S S WORKERS COMPENSATION X WC STATU- OTH. AND EMPLOYERS!LUL UTY IN Ti)RY LIMITS ER _ ANY PROPRIETORIPARTNERIEXECU OFFlCERfMEMBER EXCLUDED? LJ N iA Ug 05-10-2017 05-10-2018 E.L.EACH ACCIDENT $500,000 (Mandatary In NH) 8HO85809500,000 If yes,der�e undo E.L.EL DISEASE-EA 9VAPLOYEE i DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $50Q000 DEscRIPnoN of oPERAnoNs i Locanan�i vr�nCLes tA�n ACoaD TOT,addvlosal Remmks sdteaale,tt more space�required) . ERTIFICATE HOLDER CANCELLATION TOWN OF YARMOUTH BUILDING DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 534 WINSLOW GREY RD CANCELLED BEFORE THE EXPIRATION DATE THEREOF, SOUTH YARMOUTH;MA 02664 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATPIE I JOHN J.LUPICA,President ACORD 25(20i0l05) The ACORD name and 1 ®1988-2010 ACORD CORPORATION.All rights reserver!. logo are registered marks of ACORD F x ti �i Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston, Massachusetts 02116 Home lmprovementractor Registration Type: Individual Registration: 128957 OLIVER FILLY } Expiration: 06/13/2019 8€HINERD .Y 0LFrHPORT,MA 02675 �Z�\ .� Y Update Address and return card. Mark reason for change. - __ Ad ese n_P�re�Ma1 molo-mept ❑L-st Card - ._ �+e01 ConsunwAffabs&Business Reguiation . 1 f1itPEtOY>=MENT CONTRACTOR Registration valid for individual use only IndiNidual before the expiration date. If found return to: J. ,. Expiration Office of Consumer Affairs and Business Regulation 0fiJ1312019 10 Park Plaza-Suite 5170 g B 02116 li 1At`qD. - YARMOUTHrPORT,iA tl� Undersecreta�.� Not valid without signature Commonwealth of Massachusetts Division of Professional Licensure Board of Building.Regulations and Standards Constructi{ o{L,s�0 r Specialty s CSSL-099167 .wk Wires: 09/28/2019 I: h � ...x OLIVER M KELLY i . 8 RHINE ROAD AR MA 67ii ` Y MOUTH PORT 02 Commissioner L!^" I i YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates(cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town(which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall)and get the Business Certificate that is required by law. DATE: Z-'yl 'f Fill in please: APPLICANTS YOUR NAME/S: -tun f v v i 'de, BUSINESS YOUR HOME ADDRESS: 14o r i e r A u e L.ct A er Ce/Ito✓'1/� f�e , NL.4 D Zco S Z TELEPHONE # Home Telephone Number 5-o P - NAME OF CORPORATION: NAME OF NEW BUSINESS 'Dlye Cl" -foe- Cara✓ TYPE OF BUSINESS b4,(�¢'t IS THIS A HOME.00CUPATION? '?C YES ND ADDRESS OF BUSINESS 3 4 4osseshoe 1. an C e.I+e/v,I t' a Z a 3 L MAP/PARCEL NUMBER Z d� '° P° (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd.&Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO ISSIO ER'S OFF This individ al h e n in o e f n er q ' em n_ g is that pertain to this type of business. -- MUST COMPLY WITH HOME OCCUPATION Au on d ' nature* RULES AND REGULATIONS. FAILURE TO OMMENT �� . LT IN FINES 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Building Division nx snsrnais1639. g Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403.8 Fax: 508-790-6230 Approved: Fee Permit#: HOME OCCUPATION REGISTRATION Date: (Z Name: Phone#: S"° �' �3 l `E 61 5 Address: 12'4 H-w rSesk,).Q Village: C in{'n-vl I I(!— Name of Business: �i l ve le r�(atci C r�1t vP & rovie Type of Business: i'—Gf verbs :' Map/Lot: 2 e 0 8 0 ENTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,.other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned, ve ea d agree wi a above restrictions for my home occupation I am registering. Applicant Date / 4 14 Homeoc.doc Rev.103113 oFt ► ,,,, Town of Barnstable ~ ' Regulatory Services Y Y + BARNSTABLEr Y suss. , Thomas F. Geiler,Director RFD 39. A0 Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis;MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 ' ♦ 1 RE: 37 HORSE SHOE LANE CENTERVILLE . OUR RECORDS THE FOLLOWING ELECTRICAL PERMIT IS HAD NOT HAD A FINAL INSPECTION #89562 ELECTRICAL PERMIT -EXPIRED. TO WIRE A 1200 SQARE FOOT ADDITION INCLUDING SMOKE DETECTOR WIRING x oFt ram. Town of Barnstable Regulatory Services • BARNSTASLE, MASS. g Thomas F. Geiler,Director 94''°lF039. N� Building Division . Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-190-6230 June 20, 2008 Sturgis St Peter Box 54 Barnstable, MA 02630 RE: 37 Horseshoe Ln Map: 206 Parcel: 080 Dear Mr. St Peter: This letter is to inquire as to the status of the project at the above referenced address. As you may recall, a permit was issued by this office on January 10, 2005 for an addition and the last inspection by this office was done on August 3, 2006 for the insulation. All final inspections are still required; including a fire department inspection of the smoke detectors. Recently, I visited the site and did a walk through and did observe code compliance issues with the handrails installed (or in the case of the front steps, lack of installation). Please contact this office at (508) 862-4034 to address these code issues. Thank you for your prompt attention in this matter: Respectfully, � L Lauzon Y Local Inspector Qzoning5 E Town of Barnstable oft�or,� Regulatory Services W� Thomas F.Geiler,Director sAuvsrABM Building Division v� MA g Tom Perry,Building Commissioner 1659. Aim 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: a rJ HOME OCCUPATION REGISTRATION Date: Name: SA1 G'- f G 6r a,0 e r r I/1 e Phone#: /5eJk6e l.n�� 1I Address: 3 � Village: CPr,'1"ervi' t% Name of Business:_- c U v 1p e✓' L 41 e,-- (fl., N" �'L�fi o S Type of Business: f t,4 v e Map/Lot: 2_6 a y INTE,4'r: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation: • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. 1,the undersigned, d and agree with the above restrictions for my home occupation I am registering. Applicant: Z24 Date: Homeoc.doc Rev.5/30/03 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4-years). A.business certificate ONLY.REGISTERS YOUR NAME in town (which you must do by M.G.L. - it does not give you.permission to operate.) Business Certificates are available at the Town Clerk's Office, 1 st FL.,.367 Main Street, Hyannis, MA 02601 (Town Hall) DATE: FamaFames Fill in lease: s 0 APPLICANT'S YOUR NAME: eayweyi-t.cler au BUSINESS YOUR HOME ADDRESS: 3- ' o�'5eShd e. Lane, r Nth kq Ceeitev yMc, "A O Zoo 1 -2 ' TELEPHONE # Home Telephone Number 50}i - �•'t1- `k�l� NAME OF NEW BUSINESS 000IQe-V- k r VA,.,0 V+i cat- arx5 TYPE OF BUSINESS A�ye✓j� AnVd IS THIS A HOME OCCUPATION? X_YES NO: Have you been.given approval from the building division? YES_ NO ADDRESS OF BUSINESSY�73 orsesh�e an iv �1e MAP/PARCEL NUMBER d �r O When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St.—(corner of Yarmouth Rd. & Main Street).to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S FICE This individual has med oe permit requirements that pertain to this type of business. Au onze Signature*' COMMENTS: nc 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature " COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this.type.of business. r„ Authorized Signature** . - COMMENTS: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION "`g ti Map Parcel Ggn Permit# Health Division X� ;' 1�//6x)5r Date Is u d Conservation Division �.L• .p5 5E3-yZO9 fLA41"Ae 1`711YIK Fee ! ' 2 0 . Tax Collector � _ by � �? Application Fee Treasurer Planning Dept. CheF.X1"A Date Definitive Plan Approved by Planning Board U4 '8 " 7j OF BE ROOMS Historic-OKH Preservation/Hyannis Project Street Address l,�r� Village �- ��- �`t�� '� 3 2— Owner CZ 0 Cr RAZA 0�Q_ Address Telephone � � -4 L 9 � Permit Request 6-clk�o7 ,3 2 Ssiav Square feet: 1 st floor: existing 1�50 proposed 6 o U 2nd floor: existing proposed O 0 Total new 1 L©� Valuation Zoning District Z Flood Plain Groundwater Overlay Construction Type �Slt CA/— Lot Size b 0"O Grandfathered: ❑Yes M'6 If yes, attach supporting documentation, Dwelling Type: Single Family 5,"� Two Family ❑ Multi-Family(#unit s) Age of Existing Structure '50 Historic House: ❑Yes U-No On Old King's Highway: ❑Yes CAI-fdo. Basement Type: ❑Full Cl Crawl ❑Walkout ❑Otherrtc s Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) (?00 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 1 new 1 46"'1 4AA Total Room Count(not including baths): existing 3 new Z First Floor Room Count Heat Type and Fuel O'Gas ❑Oil ❑ Electric ❑Other Central Air: Cl Yes ❑No Fireplaces: Existing 1 New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage: Zxisting ❑new size Shed:Cl existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes &kN` If yes, site plan review# Current Use Proposed Use E s Low �c� BUILDER INFORMATION Name- �TO S C' P4-tV_'_ Telephone Number 3 Address l3O)-6 T License# O f'��-0 1 V-�� f � e Home Improvement Contractor# 1 6(0 17 0 1.L 3 Q Worker's Compensation# �. ALL CONSTRUCTION :BRl IN G FROM I PROJECT WILL BE TAKEN TO _F0 Y SIGNATURE DATE 112-11 6 S� t FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSOED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION: \ ; !Wl�b - FOUNDATION FRAME a of -for l vw.�t wt INSULATION J�& J10 ✓ fix Rc� f�s' cs.E.vr^ CD�731 FIREPLACE ELECTRICAL:. i,ROUGH FINAL,. ttrry� � - PLUMBING: ROUGH >C M FINAL co GAS: ROUGH a FINAL to N - FINAL BUILDING m ) n DATE CLOSED OUT N ASSOCIATION PLAN NO. 0 N t+ • RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE _ New Buildings $100.00 Residential Addition $50.00 P`(U Alterations/Renovations $50.00 Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET .NEW LIVING SPACE square feet x$96/sq.foot= �l x.0041= plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE I G a square feet x$64/sq,foot x,0041= plus frombelow(if applicable) GARAGES'(attached&detached) square feet x$32/sq.fL= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet%$96/sq,foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= 136 (number) Deck %$30.00= (� (number) Fireplace/Chimney x$25.00= (number) Inground SvimmingPool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Talk JS=h(eon#uued) . preacrlptire PSeks6d Fossil rush due Sad Tiro-FSa�ResidmtW Smliding�Bested tdth ' .mAximum •HeadnTICooling a ,g Giving Ceiling Wail Floor B�� pesi�motrt �pmesst mdea� Areal(Y•) U-valua� IG•value: R value' R valu2 RwAU R.valnet Fs u 5701 to 6300 Beano n Da 13 19 10 6 Noranst '. 3E 6. 3Formai R IZY. U2 30 —19 19 I0 •E3,A1 8 13 _ '19 10 g 120/4' 0.30 38 - -=13'i _aJ NIA NIA 19 19 10 AFC 0.46 38 13 23 NIA - 'NIA Es. 0.44-. 3E ' ' U AFUS .13% O,SZ 30 19 19 10 N/A Normal. " g 13% 032.' 3E 13 � N/A Normal Ep!� 9:• Z3 NIA NIA y • . •�18Y. '�' 0.42• 38 6 90 AF{]E ' Z .' ISY. 0.42 3E3 I990 AFtiAA !8Y• 0.50 30 19 10 8 1.-ADDRESS OF PR _ 2, SQUARE FOOTAGE OF ALL EX'I'ERZOR"WALLS,. 3. SQ-UARE FOOTAGE OF ALL'GLAZING: 4, %GLAZING AREA(#3 DIVIDED BY#2): �•- 9 - AA-See chart above): ' • 5. SELECT PACKAGE(Q- . . N O m: OTHER Man g�VOLVED METHODS OF DETERM NMG ENERGY REQUIREMENTS ARE AVAILABLE. ASK VS FOR THIS INFORMATION. BUILDING INSPECTORAPPROVAL: YFS: N0: q•fcccns•fDaG303a 780 CMR APpeadlx] t Footnotes to Table AIM Iris doors, skylights, and i Glazing area is the ratio of the area of the glazing assemblies (including sliding-g basement windows if located In Up t that enclose t otal dilazing arpace,but ea may be xcluded opaque firom the U-value"Vi ement gross w l area,expressed as a percentage.Up to 1 fo f 8 For example,3 tV of decorative glass may be excluded from a building design with 300 ft�of glazing area. =After January 1, 1999, glazing U-values mast be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NMC) test procedure, or taken from Table 31.53a. U-values are for whole units: center-of-glass U-values cannot be used. s The.ceiling.R values do not assume a raised or oversized truss construcdon. If the insulaiion achieves the till insulation thickness over the.exterior walls'Without compression, R 30 Insulation may.be snub ihe-SUIn r_ -- insulation sn�R13'S fnsujaedtay bb�tib9tiit�ite 1beR-49,''insulation: Ceiling'R•-xal�ies mp. insulation plus insulating sheathing(lf.used):For ventilated 'ceilings, insulating shearing mu t.hae.placed between . the conditioned space and the ventilated portion of the roof, use Do not include Wall R•values represent the sum.of the wall cavity For example,an R•19 ulating requiremgent cou d'be met EITmR exterior siding, structural sheathing,.and interior drywallP _ by R-19 cavity insulation OR R 13 cav a s constructions,but don plus R-6 o not applting y to metal-frame construcdon. 'to wood-frame or n"" s(concrete,masonry,log) The floor requirements apply floors over unconditioned spaces(such as unconditioned crawlipaces;basements, or garages)•Floors over outside air must meet the ceiling requirements. 'The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must mcrt the same R=value requlremetnht� =eVlaai�g walls. en aoorws ml�ist.m ditt..the doordv value requirement b�ements must be included with g described in Note b. s, d an additional R 2 for he ated slab '•The R-value requirements are for unheated slabs.Ad • to*Install more If the building utilizes elgetric resistance heating use onec pieceiance of cooling equiproach pment,the qi pment with lowest than one piece of heating equipment or more than p .efficiency must meet.or exceed the efficiency,required by the selected package. For Heating Degree Day requirements of the closest city or town sealable]S,Z.la NOTES: a)Glazing areas and•U-Yalues are maximum acceeptable�levels.�cla� poII��e minimum acceptable-levels. R value requirerents are for insulation only and Door do b)Opaque doors in the building envelope must have`aith the NFRC ester than pra procedure or oaken U-values must door Utvalue and documented by the manufaed cturer is accordance In Table 11.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requitement EI.e„may have o wall componentmiachideen s)two or more areas with c)If a cellirig,walk fl0°r�basement wall,slab-edge,at crawl space eater thin or e0al to different•insulation levels,the component complies the area-weighted components comply-if the arealue IS a-weighted average U. R.value requirement for that component.Glazing or yalue of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). . 43 ' a i Op1HE T Town of Barnstable Regulatory Services • RwRa$iz '� Thomas F.Geiler,Director �f1 �� Building Division Tom Perry, Building Commissioner 200 Main Stteet, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Ommer Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize `�� S S�` to act on my behalf in all matters relative to work authorized by this building permit application for: 3� j-�✓Seshe� �-3»e. Gen+efUr'�lc , M� _ (Address of Job) Signature of Owner Date Print Name Q:F0RW:O WNERPERMIS S10N �YJ67 e. .�� fie iaoa�vnzoauveai a� UCaasacjtuGtd C= BOARD OP BUILDING REGULATIONS f.' License: CONSTRUCTION SUPERVISOR � �71 �r Number: CS 014501 ::F t — -- — - Expires: 08/23/2005 Tr.no: 4296 Restricted: 00 STURGIS STPETER PO.BOX 372 BARNSTABLE, MA 02630 Administrator lie 4*1. 0/1 aaaaelzuaet a, . Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 100390 Expiration:,.6/16/2006 Type: individual STURGIS ST.PETER ' L' Sturgis St.Peter �• 65 Cindy Lane/P.O.Box 372 . Barnstable,MA 02630 Administratory r v ! r BOARD OF BUILDING REGULATIONS n`license: CONSTRUCTION SUPERVISOR Number: CS 014501 = Expires: 08/23/2007 Tr. no: 12003 Restricted: 00 STURGIS STPETER.: , PO BOX 372 G- t, BARNSTABLE, MA 02630 Commissioner r r �pVE 1bY. Town of Barnstable Conservation Commission • URNSUIRLB• 200 Main Street 16.19. •� Hyannis Massachusetts 02601 EnMA�s Office: 508-862-4093 FAX: 508-778-2412 Form A For SE3- Z©9 ALL PARTIES INVOLVED WITH THIS PROJECT MUST SIGN THIS STATEMENT The undersigned confirm that they have read and understand the Notice of Intent,Order of Conditions, and approved plans for the project.The undersigned also understand that subsequent plan revisions shall require advance approval by the Conservation Commission. Please sign name on this line. Please print name on this line. 'V►�rf� 1 30iD�Yvl C�4� 1Z �' a i Return this form to: Barnstable Conservation Commission 200 Main Street Hyannis,MA 02601 Fax: 508-778-2412 rev3/12/02 °FINE ' Town of Barnstable Conservation Commission SUBM200 Main Street f0 MA'S ,�� Hyannis Massachusetts 02601 Office: 508-862-4093 FAX: 508-778-2412 LForm B For SE3- 2 0 Below please find the names, addresses, and business telephone numbers of the project supervisor and alternate project supervisor who are responsible for ensuring on-site compliance with the Order of Conditions for SE3- Project Supervisor Alternate Project Supervisor Pei;E 1�. Name . Name Address Address L Business Telephone# Business Telephone# operty Owners Signature Date Print Name /2�2��" �/ �T• P/25� pplitt)Wre (if different) Date Print Name Return this form to: Barnstable Conservation Commission 200 Main Street Hyannis,MA 02601 Town of Barnstable Regulatory Services • �: Thomas F.Geiler,Director �' �''.`� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MOL 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: Estimated Cost Address of Work: Owner's Name: S l (�✓� per✓�-. " Date of Application: I hereby certify that: Registration is not required for the following reason(s): OWork 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 LZM - NAL OF Pr Y I hereby apply for a permit as the agent of a caner: O "o Date C , tra or Nam Registration No. OR Date Owner's Name Q:forms:homeaffidav ........... t• Bk 18089 P•o247 1W199 0 Ca 2— 04 & 01 2 52P Massachusetts Department of Environmental Prote ion Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions SE3-4209 i .e� • 639. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII- " A. General Information Important: From: , When filling out forms on Barnstable the computer, Conservation Commission use only the tab key to This issuance if,for(check one): move your cursor-do ® Order of Conditions not use the ' return key. ❑ Amended Order of Conditions reb To: Applicant: Property Owner(if different from applicant): Stuart Cooperrider Name Name 37 Horseshoe Lane Mailing Address Mailing Address Centerville MA 02632 City/Town State Zip Code City/Town State Zip Code 1. Project Location: 37 Horseshoe Lane. Centerville Street Address city/Town 206 080 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for:. i ` Barnstable . 8365 " County 319 Book , Page Certificate(if registered land) 3. Dates: November 12, 2003 December 9, 2003 - -------- DEC Date Notice of Intent Filed 2'9 .2003 Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Site Plan Title Nov:3, 2003 Date Title Date ' Title Date 5. Final Plans and Documents Signed and Stamped by: F Arne Ojala, PE ' Name 6. Total Fee: $165.00 (from Appendix B:Wetland Fee Transmittal Form) Wpaform5.doc•rev.12/23/o3 Page 1 of 7 I ' Massachusetts Department of Environmental Protection ~o� Bureau of Resource Protection - Wetlands DEP File"umber WPA Form 5 - Order of Conditions . SE3-4209 •, jq �� Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII, B. Findings J , Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ® Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply ® Fisheries ® -Protection of Wildlife Habitat ❑ Groundwater Supply ® Storm Damage Prevention ® Flood Control '-Furthermore,this Commission hereby finds the project,as proposed,is: (check one of the following boxes). Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations,to protect those interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. r ❑ the information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project May not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached,to this'Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all^conditions'stated.herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does'not authorize any injury to private property or,invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances; bylaws, or regulations. Wpalorm5.doc•rev.12/23/03 Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands DEP File"umber MAra • WPA Form 5 - Order of Conditions SE3-4209 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior.to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if,such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. I 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" or, "MA DEP")' t [ DEP � "File Number SE3-4209 10. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the ap Conservation Commission in writing wheth plicant to inquire of the er the change.is significant enough to require the filing of a new Notice of Intent., 14. The Agent or members of the Conservation Commission•and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. w afor P m5.doc-rev.12@3/03 Page 3 of 7 Massachusetts Department of Environmental Protection p'F � DEP File Number: Bureau of Resource Protection - Wetlands MUMSTABM = WPA Form 5 - Order of Conditions sE3-4209 JAM& Provided by DEP 16;y Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 fED MA'S� and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order 16. Prior to the start of work, and if the project involves workadjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction,the applicant or his/her designee shall inspect the'erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. see attached Findings as to municipal bylaw or ordinance ' Furthermore,the Barnstable hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Municipal Ordinance or Bylaw Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. - - ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Article 27 of Town,Ordinances Municipal Ordinance or Bylaw, ti Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of•Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. W paform5.doc-rev.12/23/03 Page 4 of 7 f a $E3-4029 Cooperrider Approved Plan=November 3,2003 Site Plan by Arne Ojala,PE_ - Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance.' lI. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 3 shall be complied with.. . 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work a 3. General Condition 9 on page.3(sign requirement)shall be complied.with. 4. The Conservation Commission shall receive"written notice 1 week in advance of the start of work. 5. The work limit line shown on the approved plan shall be staked,in the field by the project surveyor/engineer. - 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. 7:_ A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note:the strawbales and siltation fence must show in the foreground (or bottom of)the photographs. 4.1 f 8. An elevation view of the proposed addition must win approval by the conservation agent prior to any work. III. The following additional conditions shall govern the project once work begins. Note especially special condition no. 15,requiring verification of the locations of the foundation and strawbale line. 9. General conditions No. 12 and No. 13 (changes in plan)on page 3 shall be complied with. 10. General condition No. 17(maintaining sediment controls)on page 4 shall be complied with. 11. The work limit shown on the approved plan shall be strictly observed. . j 12. There shall be no disturbance of the site, including cutting of vegetation, beyond the work limit. This restriction shall continue over time. - .13. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for. compliance with the provisions of this Order of Conditions. 14. This permit is valid for 3 years from the date of issuance, unless extended by the Commission at the request of the applicant.Caution: a future Amended Order does not change the expiration date: 15. Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by plan to the Commission any discrepancies with the approved foundation and work limit line location. If verification is in the form of an as-built plan, the plan provided shall be drawn at the same scale as the approved plan. 4 16. Any fill used for this project shall be clean fill. Any fill shall contain no trash,refuse,rubbish,or debris. 17. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff. 18. Proposed mitigation plantings shall be under taken as described. The shall 11 be in the Y ground within 6 . months post addition completion: Any failed specimens shall be replaced. 19. No area shall be left unvegetated for more than 30 days.All areas disturbed during construction shall be revegetated immediately following.completion of work at the site. Mulching shall not serve as a substitute. for the requirement to revegetate disturbed areas at the conclusion of work. a 20. Herbicide;pesticide and fertilizer use is discouraged on lawns within Conservation Commission' jurisdiction. If fertilizer is used,only slow-release low-nitrogen fertilizer shall be applied., Over-fertilizing shall be avoided. 21. Work limit markers(wood stakes)shall remain until a Certificate of Compliance is issued for.this project. p.4.2 r ............ _. e _ IV. After all work is completed,the following condition shall be promptly met: 22. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance .Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance.At the time of the request for a Certificate of Compliance an updated sequence of color photographs of the undisturbed buffer zone shall be also submitted. p.4.3 f Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands oEP Fiie Number: WPA Form 5 - Order of Conditions SE3-4209 ass.�'A�FD►AArA,O� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: see attached This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4,from the date of issuance. Date This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office (see Appendix nd the property owner(if different from applicant). Signature -= Jzz On 4\- Of box zoo 3' Day Month and Year before me personally appeared C.S .r M r giax}� aa m n •� to me known to be the person described in and who executed the foregoing instrume �► acknowledged that he/she xecuted the same e as his/her free act and deed. µ 4. o ' CL `Notary Public My Commission Expire ks d This Order is issued to the applicant as follows: >3r � ❑ by hand delivery on by certified mail, return receipt requested;-on-. ,••. � Date Date wpatorm5.doc-rev.12/9/03 BARNSTABLE REGISTRY OF DEEDS Paoe 5 of 7 f r BOISE, Single 11-7/8" BCI® 60s-2.0 SP JoistlSecond Floor\J01 BC bALCO 9.2 Design Report-US 1 span I No cantilevers 0/12 slope Wednesday, January 04, 2006 10:46 Build 141 16"OCS Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: Cooperrider Description: TYPICAL SECOND FLOOR JOIST Address: 37 Horseshoe Lane Specifier: City State,Zip: Centerville, MA Designer: Joe Madera Customer: Sturgis StPeter Company: Shepley Wood Products Code reports: ESR-1336 Misc: I ,�� s' -:'..a�.a 11 145 20-00-00 BO,2-1/2" B1,2-1/2" LL 533 Ibs LL 533 Ibs DL 133 Ibs DL 133 Ibs Total Horizontal Product Length=20-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 20-00-00 40 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3244 ft-Ibs 52.0% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 653 Ibs 53.3% 100% 1 1 - Right be verified by anyone who would rely on Total Load Defl. U501 (0.473") 47.9% 1 1 output as evidence of suitability for Live Load Defl. U626(0.378") 57.5% 1 1 particular application.Output here based Max Defl. 0.473" 47.3% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 19.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 2-5/16" 667 Ibs 27.1% n/a Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 2-1/2"x 2-5/16" 667 Ibs 27.1% n/a Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD-, BCI®, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAMB,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND-,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. Page 1 of 1 ROME, Single 11-7/8" BCI® 60s-2.0 SP JoistlSecond Floor1J02 BC CALL®9.2 Design Report-US 2 spans I No cantilevers 1 0/12 slope Wednesday, January 04, 2006 10:46 Build 141 16"OCS Repetitive Glued&nailed construction File Name: StPeter_Cooperrider.BCC Job Name: Cooperrider Description: SECOND FLOOR JOIST AT STORAGE AREA Address: 37 Horseshoe Lane Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Sturgis StPeter Company: Shepley Wood Products Code reports: ESR-1336 Misc: � I I 15-00-00 05-00-00 BO,2-1/2" B1,3-1/2" B2,2-1/2" LL 329 Ibs LL 840 Ibs LL 129 Ibs DL 82 Ibs DL 210 Ibs DL 0 Ibs Total Horizontal Product Length=20-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 20-00-00 40 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1209 ft-Ibs 19.4% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -1436 ft-Ibs 23.0% 100% 1 2-Left be verified by anyone who would rely on End Reaction 397 Ibs 32.4% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 1030 Ibs 35.5% 100% 1 1 -Right particular application.Output here based Cont. Shear 582 Ibs 31.9% 100% 1 1 -Right on building code-accepted design Uplift 253 Ibs n/a 14 2-Right properties and analysis methods. ° 9 Installation of BOISE engineered wood Total Load Defl. U1870(0.095') 12.8/0 14 .1 products must be in accordance with Live Load Defl. U2331 (0.077") 15.4% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.007" 1.3% 14 2 building codes.To obtain Installation Guide Max Defl. 0.095" 9.5% 14 1 or ask questions,please call Span/Depth 15.0 n/a 1 (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, %Allow %Allow ALLJOISTO,BC RIM BOARD- BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTm,SIMPLE FRAMING BO Wall/Plate 2-1/2"x 2-5/16" 411 Ibs 16.7% n/a Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM 61 Wall/Plate 3-1/2"x 2-5/16" 1049 Ibs 30.5% n/a Spruce-Pine-Fir PLUS®,VERSA-RIM®, VERSA-STRAND B2 Wall/Plate 2-1/2"x 2-5/16" 129 Ibs 5.2% n/a Spruce-Pine-Fir ,VERSA-S are p trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 253 Ibs found at span 2- Right. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 E- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.OF360 BNMXSecond Floor1F1302 BC CALOO 9.2 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,January 04, 2006 10:46 Build 141 File Name: BC CALC Project Jolp Name: Cooperrider Description: HEADER AT EXISTING LIVING ROOM Address: 37 Horseshoe Lane Specifier: City State,Zip: Centerville, MA Designer: Joe Madera Customer: Sturgis StPeter Company: Shepley Wood Products Code reports: ESR-1040 Misc: I w, £ �- '� 'rg, ..7. 10-00-00 .��. � BO,3-1/2" L 1/2" 3-B1, LL 2900 Ibs L 2,3- DL 2145 Ibs L 2900 Ibs Ibs SL 1650 Ibs SL 1650 Ibs Total Horizontal Product Length=10-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib 1 Standard Load Unf.Area Left 00-00-00 10-00-00 40 psf 10 psf 10-00-00 2 Unf. Lin. Left 00-00-00 10-00-00 60 plf n/a 3 Unf.Area Left 00-00-00 10-00-00 20 psf 10 psf 09-00-00 4 Unf.Area Left 00-00-00 10-00-00 15 psf 30 psf 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 15239 ft-Ibs 63.3% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 5245 Ibs 48.1% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U344(0.333") 69.8% 2 1. output as evidence of suitability for Live Load Defl. U506(0.226") 71.1% 2 1 particular application.Output here based Max Defl. 0.333" 33.3% 2 1 on building code-accepted design Span/Depth 12.1 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 5-1/4" 6695 Ibs 50.3% 48.6% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 5-1/4" 6695 Ibs 50.3% 48.6% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Cautions ALLJOISTO, BC RIM BOARD-, BCI®, Column at Bearing BO analyzed for bearing only, column analysis has not been performed. BOISE T1A SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRAND-,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram --�b � d— o , c Ni e o o Vim\` ; a minimum=2" c= 5-1/2" b minimum= 3" d = 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 ROME' Single 11-7/8" BCI® 6Os-2.0 SP Joist\First Floor\JO1 BC CALC®9.2 ()esign Report-US 1 span I No cantilevers 0/12 slope Wednesday, January 04, 2006 10:46 Build 141 16"OCS Repetitive Glued&nailed construction File Name: BC CALC Project Job Name: Cooperrider Description: TYPICAL FLOOR JOIST AT ENTRY Address: 37 Horseshoe Lane Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Sturgis StPeter Company: Shepley Wood Products Code reports: ESR-1336 Misc: I I� � �^� `2 �,�x �i C r,'.� r��'•.. � ? � c'r'v�r �€3' ,�3'n,ga �� a,+� s y,�r"°� z� ti':., g 'fi,,-�..s '�': 7 5-00-00 130,2-1/2" 131,2-1/2" LL 400 Ibs LL 400 Ibs DL 1001bs DL 100 Ibs Total Horizontal Product Length=15-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 15-00-00 40 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1808 ft-Ibs 29.0% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 486 Ibs 39.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1120(0.158") 21.4% 1 1 output as evidence of suitability for Live Load Defl. U1400(0.126") 25.7% 1 1 particular application.Output here based Max Defl. 0.158" 15.8% 1 1 on building code-accepted design Span/Depth 14.9 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow ° All current Installation Guide and/o ow applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 2-5/16" 500 Ibs 20.3% n/a Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 2-1/2"x 2-5/16" 500 Ibs 20.3% n/a Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®, BC FRAMER®,AJS- Notes ALLJOIST®,BC RIM BOARD-, BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAM- SIMPLE FRAMING SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND-,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. Page 1 of 1 BOISE, Single 11-7/8" BCI® 60s-2.0 SP Joisffirst Floor1J02 BC CALG@ 9.2 besign Report-US 1 span I No cantilevers 0/12 slope Wednesday, January 04, 2006 10:46 Build 141 16"OCS Repetitive Glued&nailed construction File Name: StPeter Cooperrider.BCC Job Name: Cooperrider Description: TYPICAL FIRST FLOOR JOIST Address: 37 Horseshoe Lane Specifier: City State,Zip: Centerville, MA Designer: Joe Madera Customer: Sturgis StPeter Company: Shepley Wood Products Code reports: ESR-1336 Misc: I '$` V g.` 20-00-00 BO,2-1/2" LL 533 Ibs B1,2-1l2" DL 133 Ibs LL 533 Ibs DL 133 Ibs Total Horizontal Product Length=20-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 20-00-00 40 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3244 ft-Ibs 52.0% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 653 Ibs 53.3% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U501 (0.473") 47.9% 1 1 output as evidence of suitability for Live Load Defl. U626(0.378") 57.5% 1 1 particular application.Output here based Max Defl. 0.473" 47.3% 1 1 on building code-accepted design Span/Depth 19.9 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %,Allow current Installation Guide and applicable Bearing Supports Dim.(L x VI) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 2-5/16" 667 Ibs 27.1% n/a Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 2-1/2"x 2-5/16" 667 Ibs 27.1% n/a Spruce-Pine-Fir (S00)232-0788 before installation. BC CALCO, BC FRAMER®,AJS- Notes ALLJOIST®,BC RIM BOARD-, BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAM- SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRANDTm,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. Page 1 of 1 'Y pptMf,a,,� The Town r o BAR'InASLE.P ,-Department of Health Safety and Environmental Services •�eyv `00 pT�MAta, wilding Division 367 Main Street,Hyannis,MA 02601 )ffYce: 508-8624038 Fax: 508.790.6230 PLAN REVIEW f Owner: yo Q-�c Map/Parcel: 6 o Project Address:3I ,A Car "Q- SV\1)�_t� Builder: c iy a �, S-I L ,< C The following items were noted on reviewing: 4xG C2_ Q. 1 '` I I C:. CL V 1 VVI 'C'-V1 to VI .' �1r i` rr � 11 r --F'r 6 x) ' "c i u "- S 1 -GS c,C IrvrnT tom_ 11tt � . t�, v1 �E3 ,rn Reviewed by! Date: 1 - a z /� µ�L eery .` vr'.!"4-_ Y I�ir' • "y Z''� '�� •� A, `OF�NE ip� Town: of Barnstable - - BARYSTABLE. Regulatory Services p Y MASS. 0 ,639. Buil.ding.Division , 200 Main Street,Hyannis,'MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ,' u Location 7� 1-`or,e s h o c 'n Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. . I The following items need correcting: 0) A�k -C j I A .OfC Otis heed `�a 1 1 ne. u„e l � ec r, 1)�- 1 J J�S i t�F Yea i�C�c•, `S M�n S C r-IA-\A r 1ne'� _Please call: 508-862-403.8 for re-inspection. Inspected by' Date (v)►?� & 7 SMOKE DETECTORSREVIEWED '�- IN r BAR BUILDING D PT. DATE { FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING i /13-------T9-------T7-------g-------g-- ---t", - // NEW DECK // \ SEE FOUNDATION PLAN S-1 / 8E FOUNDATION PUN 5-1 � FOR DECK ONEWRONS ' FOR DECK DIMENSIONS I A E0.2 EO 2 . I REMOVE EXIST.WINDO ' / I EO.1 EO I 6 6•-6. B_Y EXIST. EXIST. EXIST. - _ E%I ST.SLSLIDERFYti1068-4 EXIST.SLIDER RELOCATED 5 FVA;6066R RNEI.OGTED , o -- r 5 1/2"NUL110N ;; 5 1 2" FWC6068L FWCI368 I I - WDH26310 WDN26310 I I EXIST. J« 5 1/2"MULLIONS RELOCATED-INFILLREMOVE NOR TO BWALL 9 I I EXIST. LMNGROOM I I WITH LIKE CONSTRUCTION, ! piH " S 1/2"MULLION )( FINISH TO MATCH ADJACENT INIIE5 ro BE REMOVEDOVEIED BEDROOM REMOVE CLOSET 9 _..-C2UDY3 -- EXIST. BASEMENT I i r —RELOCATE ODOR c B BURT-w 11 A3.1 . BEDROOM EXIST.EXIST '�' 11/2"PT NRRMG 0 i6'00 I �\��T. o N.1 [[NTERTAINMETJT DIR. - b. �/1 1(2'NCID UNSIIUTION 12P6RPADE MK MEwYW) (OLSION T.B.O.) 0 _ ENTERTAINMENT ROOM $ 0 S pp �.: _ UP 14-6' 1 4'-21/2' 11 r EXIST. KITCHEN _ I. o rISTA�11 mi------- ECOON) )I (ALTERATIONS/DESIGN BY OT ERS) it O gq o an. 5066 BIFOLD W-6 1/2 S'-S" 2•_s• CLR _-_ ----- I-- g `` �. UP R 0 BAT I 7P9�16-9._6. (DESIGN TSB.D.) - -1 - REF. ON 7 7B 1/2 6•- 1/2 to as . r _ - r; 1 : EXIST. .`-J .i EXIST E7 DR. `'24�z=1e-CRAWL_s'PACEI III �' �.z q I e'-6 1/2' q �AccEss PANa eBovE I I 4 2668 o iT¢InATED I ENTRY HALL i I I I I 6 X 6 P.T.POST ENIRt'To�E/ 1 N.1 Q I. 1 I II j A3.1 WRAPPED IN FG. COL" �SEIECIED' ^ IEGEN L -- OF OBJECT DIMENSION DIMENSION TO CENTER EXISTING WALL TO PEMNN -_ (3)CN135 'L LINE OF SUB ABOVE _____ _ _ ITEMS TO BE REMOVED BLUE I(� P AND 4 5•-0' 7'-3' Y-B" DIMIENSION NEW FOUNDATION WALL ENTRY DIMENSION 10 FACE OF STRUCTURE ;.. .. ENTRY PORCH CHH./9C ETEFEL09ONEST VENEER ON CONCRETE FROST WP11. S•_p• 6'-D' NEW STUD WALL ...... _ 20._6. � j .� BASEMENT PLAN B FIRST FLOOR PLAN v- A Scale:I/4"=1,-0„ Scale:1/4"=V-0" _ T o N e M 3 7 ,�� 1.�� ADDITIONS AND ALTERATIONS TO September19,2005 THE COOPER-RIDER RESIDENCE 37 HORSESHOE LANE Scale' A �•� CENTE VILLE, MASSACHUSETTS 1/4"=1'-0" R A Drawn By: - FLOOR PLANS J.Morgan r _ 5 — — — raR�IFIIBI6 (2)WONYeK WDH1846 -I —— FACTORY NWED . 3 I/2'NUWO i3 I EASI9tC ROOF $ LINE OF p8 V � D�`ryp� I MASTER BED` R00� e 7 E%ISNNG ROOF $ lip, 2668 i• .,.: Z—"",G ROOF J R I ASTERI TH HALLI 7 - - - - - - - - - 3-0'FtR. W. I. CL S.� I ! I I II g vEHDY HEADROOM •,.:•.. F -� n Ty.. e AT Sp1R I I I Al q 916= W. t. CL S.II e a q STORAGE I'•'rose I I < 3 1/2 MUWONS \ `\/ — t-` DIMENSION DINENSAN TO CENTER OF OW. I(J C v \� (3)CN123 UNE OF ENTRY DMENSION MNENSIDN TO FACE OF STRUCTURE CANDFY BELOW Y-!• 3 V �)D 20 0 C SECOND FLOOR PLAN Scale:1/2"=1'-0" 7Date:ADDITIONS AND ALTERATIONS TO 05 THE COOPERRIDER RESIDENCE37 HORSESHOE LANE CENTERVILLE, MASSACHUSETTS A1.2 Drawn By: FLOOR PLAN J.Morgan i - B A3.1 0 AJ.2 A A3.1 12 B 1/2 QB 1/2 30 YR.ARCHITECTURAL h - T':.. .EXTEND CHIMNEY 4'-O.4 ASPHALT SHDMLCS- 12 r i V.IF-TO MEET CODE STYLE+COLOR T.B.D. 1i JO IN.ARCHITECTURALWHTE CEDAR SHINCtES- L i { l ' 11 3% d L``l '.t ASPHALT SHINGLES - 6'TO WEATHER .E 11, 1 T .. STYLE+COLOR T.B.D. y l S lf WOVEN CORNEAS .i ,. . b S tau,:... .. .. ., L 3L� O ' - ..J' I.- WHITE CEDAR SHINGLES- 57 TO WEATHER WOVEN CORNERS --------------- ••„."Y-.�":.',. 2ND�— L} 1 ` t 1 J. 4_ .L T.. / 1.�.E I J .. EXISTNG HOUSE BEYOND fen 1 CT IL y I%6 PWE - ® _ NEW BECK CORNERBOARDS FIBERGLASS COLU -I r- i,T r-J 7- TYP.U.N.O ON 6 X 6 P.T.P0BA& .. r 1 v- T 7 - .. .. .. .. ._ .. ON 6X 6 P.T.POST ' Hr DIA 0 BASE srFtaa— r Trr� r *1+5`T ------ ------------- --------------------- --- sTFtoaa it L — — — -- - i . MDAOX GRADE _ BLUESTONE ,VE EEN VFA6Y W FIELD_ ..- - W/f1F1DSTONE VENEER -:3�sCONCRETE FROST WP11 .. _. ... ....- I - :',• : ..... 1%10 DINE WATER TABLE N/CM .. .. ,�-,- BLUESTONE ENTRY PORCH�J I%10 PIKE WATER TABLE W/CM I e APPROX.(%t W/FIELDSTONE VENDER � � i ON CONCRETE FROST WALL ! NOTE I r 1 ' l� I PLAN FOR NEW r I I I WINDOW MODEL NUMBERS t ____________.J_____ _ ________ ______________-__ J ' _ __------- EXISTINGJ r I — 20 6WDDH1ON ��,._-._ HOUSE $BASEMENT FLOOR NORTii ______J ELEVATION c"�_�) c�__�) c�_2) Ir ______________ Scale:1/4"=1'-0° L________________, EAS"I' - � ELEVATION L Scale:1/4"=1'-0" E%TENo CIMNEYT4'-O'3 J,'-"" ZVJ.F.TO MEET CODE TJ_• __ JO YR.ARCHITECTURAL �E%1F/ID'CNINNEYY'-0�2 ASPHALT-5-{1T - SHINGLES- STYLE T.B.D. - �RtFrTO.ME£T_CODE-4 30 YR.ARCHITECTURAL . T- ,r _-_____ ,-L ��'.{r: _u_,.,.•- 7 ASPHALT SHINDIES- '� STYLE+CTXDR TJLD. TO WEATHER FM �fl WOVEN CORNERS 1 t 1 tI WHITE CEDAR SHINGLES- S. .. S .. .... _. ..... .:.._' _� _ , WHITE10 WEATHER ... ... _ WOVEN CORNERS .: ..". - �1 Ytl�1( ;_T.I11 ��j —I 2ND FLOOR ih y jf�i E76sTNG HOUSE 2No FLOOR .. - _ _ Huy _. r I n '1 2 ENTRY PORCH CANOPY _ ,L 1. ENTRY PORCH CANOPY ,� +COLUMN BEYOND - .� - ® +COLUMN BEYOND NEW DECK r I - _ I%6 PINE I i CORNER BOARDS TYP.U.NO T' J a o flff 1�RIND I HIIM -- ---------------- --- - IST ELOCt� _- _ ------------- : _ �. - - iST fL00R . ' APPROX. _ _.y.. i� 1%10 PINE WRIER TABLE W/CM TCX/P.T.POST ' I r .- - `® T i'Y+t• ® +�:.. T:.I ri NEW BELL( i CON t0�D1A Sg10NBE-2 -? ,,,�.:_. _ J - �;.FCNEO-HER /_24�BIAl , I _...,_...-._•` '• H }.:.1.:. .I.., 1BELL100TNC .i' 00 :.;.. WEST :.,I .. ELEVATION_ Scale:1/4"=l'-o" I I I I 1 1 I I I I I I I ---- 1I T11-- ' I i, ---) k- - ) ----) ----) ----) i L-- ) L--) ---) �- ' ) Date: ---------------------------------------------------'T ADDITIONS AND ALTERATIONS TO `---------------------------------------------------- THE C O O P E P.R i D E R RESIDENCE September 19,2oos SOUTH ELEVATION 37 HORSESHOE LANE Scale: LLEVATiON 1/a„=1'-0' Scale:1/4"=1'-0" CENTERVILLE, MASSACHUSETTS A2. Drawn By: EXTERIOR ELEVATIONS J.Morgan RIDE VENT . �T 2 x B FALSE RIDGE W/ TYPICAL DORMER ROOF CONSTRUCTION: SISTERED 2 x 6 RAF%S 2 x 12 RIDGE 30 WL ARCHITECTURAL ASPHALT SWNGIE (SEE ROOF FRAMING PUN) (STYLE.COLOR T.B.D) 12 2%12 RIDGE TYPICAL ROOF CONSTRUCTION(UxaO, ICE+WATER SHIELD(ENTIRE ROOF) ' 30 1R ARCW1ECNflPI A B 1SPHALT SHINGLES' 5/B"COX PLYWOOD (S1YLE,COLOR 1.B.D) 2 x 10 RASTERS 0 16"O.C. /2 IS!FELT PAPER lA� 6/B COX PLYWOOD 2 x 10 RAFTERS 0 16'O.C. ` 12 z 12 °F Tyr0 B 1/2 12 VC'pf. ♦10 �81/2 CATTHEDRAL AREAS OF III U 4 .L x Ya IL� ® R30 BATT INSULAn 0�6. P30 BAIT INSUU ... �0 C 'x J .,,f .. OC 'CY'x J:O•PH DE HURRICANE CLIPS TYPICAL- NOTE:RAFTERS 0 , i / N ISlP B CEILING JOISTS 0 16'O.C. INNI 2 B CEIUNG JOISTS O I6'O. = O E%STING RIDGE PASS 12 - _ I 't —— I BELOW NEW EAVE W. L CLOS. '�° 2 Aa.z _ MASTER BEDROOM _— \' — Ir EXISTING RIDGE PROVIDE VENT CHANNEL 0 -. I 91�+ I T�— r—r� ' CATHEDRAL AREAS OF CENN \:Y\,i� I POLE \ _ / I !I I 7 A3.2 — _ STORAGE ' n #—as ADD R13 MIN.INS UTION � I —III AS flEOUIREO IN EXIST.WALL I Sim.O.H. I\ i `� I 30 - * b I ' I - 4-PLYWOOD DECKING 3/IyPLYYIOOD DECNINC j / JSCNEWED+GLUED TO JOISTS I i R30 BATT INS" pl 15 EWER+HUED ro S v_ — -- TND FLOOR _ ---_ 3 I 2nd Poar JOIST HANGER AT NEW II 7/B'a 1 J/4 I I/ JO SES 0 i6'O.G LJOSIS 0"16'O.0 Td R01 BOARD LEDGER AC BO EDSIDS 2 a 6 CEILING JOISTS, F _ Sim.. I i ENTERTAINMENT ROOM �9E� .=9_�i<<� I I BEADED Te ----------------- TYPICAL IX7EPoOR WAIL CONSTRUCTION: Q I ° WHITE CEDAR SHINGLES,6'T.W. AIR INFILTRATION BARRIER12 1/Y CD%PLYWOOD - 2 X 6 STUDS .� t I R11 BATT INSULATION BARRIER CLOS 1EFwI BOARD W/ENTRY HALL E "TER FINISH I' 2. SUM BLUESTONE ENTRY PORCH./ J i I i' (----- I {'-PryW000 OE I 1 -.—. -HELUSTONE VENEER ON II I I `I �/ I ' CONCRETE FOUNDATION 'ERP.I _ - ) I I. SCREWED+GLUED STS ALIGN NEW FLOOR EXISTING �1ST FLOOR ---__--- -- - - - I J "`rn 7 rJ136o'-.r,,m r.�.J 1. r� r Y-;r_y -. t. �— 5 A3.2 r rrr)r1'r'ff"_f Tr;-i __ re. - :a-JOI i; -i�.i;..�:..i:�Ali 11)/B i 300 J015T HANGER AT NEW I1 L. „• 5 A3.2 � -I '"`J(XS O I6'-o:C W RIY BOARD IFDCER UC 80L1ED ro E)]ST 51RUCNR r� ... Y. \ / APPROX GRADE SIN...OH I\\ I I (W2)2_a 6 NEPDEfl W/ T S•f,7`}e~,y i z..:-0 2f J 1/ I I 1 2'PLYWD.SPACEfl APPROX ,A Z"+ tiEt E tati+r�A "(+ ni PANEL 8EY01m�y - nGH ro UNDERSIDE W >� �/12�cRwv DAslwi soAl � I ^I 11 I III I Ewsnac PLATE I h - / F= I. —� r L If' NEW MASONRY OPENING 1'CONCRETE DUST COVER EXISTINGFOUNDATONWALL-_- — .. / m 0 �I I I DCE1N1H AfOAll.HE TAIDO is -1 p 1: 1 4 ` m _ II FL�I % AVAILABLE SPACE-VIF e - -i..T C.FDDRNG�, _ _...: _ -r. 1-1 W X 8 D I STUDY Ij I �I6"MIN.-BELOW-lMHAOE f:_'- -'-a: = - -{. - -._.__. _ - ..: CONC.-FOOTTNG r-:: .:...i.: C 14BiMIN_BELOW tOtPDE APPROX.GRAD 1'-4'W X IF D , I ..' b .NEW STEP EXISTING 3AB �CONC.FOO71NG� 487,MIN.BELOW GRADE ' I I , BASEMENT FLOOR I i e I BASEMENT FLOOD - . ---_ -_--i---------- --- --- _ --- _-_ M_-_- --___--___-_---_ ---- _ _ i �A'A,, y�. g 1 I ' x'A' t�5.$?:.....EP4' np;+ f. _.'f.?' �1 f�. 2x -....,377.L.2.: ...X'fL L ....,.'+i ... »... ..-.:.�f -.i.i NOTE. ___________________________________________- !'-0'YIN. - OFFING FOOTING FOOTING Y Po(XD D191UPON - 'L 6 MIL POLY VAPOR BARRIER i _- INFIELD-DESIGN INTENT 6 TO '.2'ROOD INSUURON UNDER AAB IN AREAS L---c-- HAVE FISHING FOOLING REMAIN WHERE SUB IS LESS THAN 4W BELOW FIN.(MADE 6'COMPACTED GRAVEL BELOW NEW SUB I'-B'WX IO'0 'Cwc FOOTING NOTE EXISTING FOOTING 48'MIN.BELOW GRADE SEE FOUNDATION PUN FOR ' TOP OF FOOTING ELEVATION SECTION A SECTION B Scale:v2"=11-01, Date: ADDITIONS AND ALTER S ALTERATIONS TO THE COOPERRIDER RESIDENCE eptember19,2oos 37 HORSESHOE LANE Scale: A �•� CENTERVILLE, MASSACHUSETTS 1/2" A =1'-0„ awn By: BUILDING SECTIONS J.Morgan J.Mor P` A•' ''_��- PROVIDE VENT CHANNELS 0 t 2 A 4 BLOS ..-_:_-._':.__'__`_':__:__:- 5/8'COX PLYWOOD CATHEDRAL CEILING AREAS PROVIDE VTNf CHANNELS 0 2 x 1 BLOLIONC 4'• 30 YR.ARCHITECTURAL 12 �NpGE_YEN CATHEDRAL CEILING AREAS (2)UTEPS 1/4' ASPHALT SHINGLES- _ P YWDOD STILE COLOR T.B.0 ♦ ^' 2 v 8 FALSE RIDGE W/ TYPICAL DORMER RCOF CONSNIUCTIoN SISTERED 2 x 6 RALi 12 WHITE CEDAR SINGLES 5'T.W. „ METAL M+P EDGE / 30 Wt.C:GTECNRAL ASPHALT SHINGLES (STYLE.COLOR T.9.0) 12 2 x 12 RIDGE ..�8 1/2 \ ICE+WATER SHIELD(ENTIRE ROOF) HURRICANE CLOPS5/6'COX PLYWOOD PROVIDE'CHOW BREATHER'OR Y BROSOO 8028 ALL WAFTERS 5/8'CD%PLYW000. SM.PRODUCT 0 CANOPY SLOPE { - 2 v 10 WAFTERS O.i6'O.C. 8 1/2 30 YR.ARCHITECTURAL S HALF ROUND 2 1/2'• u ASPHALT SHINGLES- 30 .032 ALUM. TER___,( .A A FELT PAPER CA ShTE i COLOMETALTORUP EDGE FNIIRE cwoPr CAST ALUM.FAscA - 1z ' mNWNuous ewJ2(Ers o 32 o.a�� - c'" METAL DRIP EDGE----- 12 't•;,i'T A a n !, 2 v 4 LEDGERS ppE PRIMEED FP tJTE \ i� \6 D.C. Z�Ao 8 1/2 ALL RC D' D PROVIDE VENT AS OF C 0 { IyyS I_\ ALL S BflD$GD 8026 0 ' _'_"`� 1 3/{ CATHEDRAL AREAS OF CEILING 1 NO 109 ROUND BflOOCO 8028 _____'.:__ ___.___ ( ICOM.-TTRIP-VFM_ R30 BAIT INSULATIO O .032 ALUM.QUTEF r 2 x 4 T r B 1:8 PINE SOFFD- PROVIDE HURRICANE CUPS AJ oC 'HF J• ! GSI ALUK FASCIA PRE-PRIMED.PRIMED AT ALL RAFTERS-TYPICAL 20 OZ.3'HVF ROU10 ,....:..:, ,'• � .. 0• �_%�—BRACKET$0 32' COPPER CUTTER I A ,,' A.2 x B CEWNG JOLSiS 0.16 OC \'� " `�'P I 8 PINE FACIA— CAST BRASS FASCIA T @ C BEADBOARD T M C BGOBOARD PRE-PRWEO,PABTIFD / �� BRACKETS 0 32'O.C. V-7 1/2' ' I -COIN-TTRP-VENTj WINDOW ANDERSEN CASEMENT 2 A3.2 -( 1/2'CYP.BOARD CFJLINC /J I B ME- 2-2 1/2• I t 0.4 I J$iRAPING ' I 1 8 PINE SOFFR- PRE-PRIMED,PAINTED \ PRE-PRMED:PANTED IxB PINE- ��• \ . 1 v2 FINE W BUILT UP BEAM:- SHELF+ t - t / PRE-PRIMED.PAIN7ED- (3)2 v 10 W/I/2• I \ POIF \ / 3/8'v 3/B'RABBET PLYWOOD SPACERS I i - _ 1 DETAIL 2 DETAIL AN CEDAR SHINGLES ERSTTCMN125 T i ; \` - -- DETAIL "TO ETHER Scale:11/2"=1'-0" Scale:1 1/2"=1'-0" TYPICAL EXTERIOR WALL CONSTRIICTIoN Scale:1 1/2"=1'-0" WHITE CEDAR SHINGLES,5'T.W. 1 I ! 2 x 4 INTERIOR AIR INFILTRATION BARRIER SIM WALLS,TYP. R•P 1/2'CD%PLYWOOD . i 2 6 STUDS R19 BATT INSULATION - -:: VAPOR BMRIER i / -- 1/2'GYPSUM WALL BOARD W/ - _ VENEER PLASTER FINISH TOP OF ws�A� - A3.2 0 I! I % / (2)LAYERS 1/4• 2ND BOOR :: i STRINGERS --( - I PLYWOOD 11 WHILE CEOA;SHINGLES .. `"YYY _.� '�- '--------I- �_- -_-�- -.------------- - / (NOT SHOWN) I I n 7/8'TJI /2' I I ! J015 5 0 I6'O.C. It 7/8'TJI 360 1 �'ii� 4 A3.2 -J I - J06r5 0 i6'O.C. 1 I '--� SIN..O.N. II ANOFRSEN CASEMENT WINDOW CN125 I SHELF+ 2 12 METAL DRIP_ I / STRINGER .' 1 I i I MILE _ 2%1OdUNC 0 16'O.C. - Iiilg4 _ I. 1 - (2)2 x 6 • 7, I x 8 PINE- --MV.KWGER l I 'i(2))' / I I _ P11E-PRIMED.PAINTED 2 2 v 6 HFMER W/ - - _ .' n/1/2•PLLYWD.�SPACER I I - iST FLOOR I i 3 4•PLYWOOD OECKING W i 1'PLYW'D.SPACER ITT FLOOR /-.< "' SCREWED+CLUED TO JO S F- ---------_i i--- ------ -� _ T--_-_---_-_ \ DETAIL 2,a �� - 5 A3.2 I I sFix7/e rai-36os t smNCEN I, t L,;lgS 5 0 1§'D.c;: I F— 5 A3.2 �J Scale:1 1/2"=l'-0" SIN..O.H. \ % n�7/e•-ra-�fio� II - \ .— -- APPROX.GRADE Jolsrs o 16 O.C. � •- •_ 19 DISUUDO(2{_x 18_ALCESS R II ENTRY PORCH NOT SHOWN- APRtOX PANEL-BEYOND ' SEE SECTION A/A3.1 TYP EXTERIOR WALL CONSTB1"111, o 1/2'CtP.BOARD ON = - 5SitICAL` .WHILE CEDAR SHINGLES,5'T.W. 11/2'NPo7MG W •_ -- i RIGID MSUL _ 1rCONCRETE DUST COVER AIR INFILTRATION HARRIER >e s 1/2 COX PLYWOOD m lz _I o .. R2 A 6 STUDS 19°P Tr IN LVATION - ® b m R Po BARRIERBARRIER GYPSUM WALL BOARD W/ . 2 v 12 I•-4'W v 8'D __ _ VENEER PLASTER FINISH VA STRINGER .. - - . BLTAW-GRAOE CONC.FOOTI � 48•M I I n'x 18 ACCESS i 1 I CAP W/CHANTER AND oRP EDGE RABBET PANEL BEYOND BASEMENT Fi170fl CON'FOOTING W. O _ _ _ _ _ -- PREPRMED RIME,PAINTED �----------- BASEMENT n00fl - ! . ------- TERTABIE -48'MW.BELOW GRADE I .. i x 10 WA • ,,��cc pp y P.T 2 x • CONC.FOOTING S .Ai.. .fA" Gas,21 7 UwN.Y.�' k: :3:3.c�. � 0 1'LO:Ob . 48'WIN.BELOW GRADE � x•'+ i „_6 M8.POLY=VAPOR BARRIER __________ ________________________ ' II ..�. 1/2'W.JOINT TOP OFF W/ 1 6'COMPACTED GRAVEL SO AFIU 1A JOINT SEALANT(TVP.) i n SECTION DETAIL SECTION 0" Scale:1/2"=1'-0" Scale:1 l/2"=1'- ADDITIONS AND ALTERATIONS TO Date:September19,2005 THE COOPERP IDER RESIDENCE 37 HORSESHOE LANE Scale: ^•/� L/ CENTERVILLE, MASSACHUSETTS `{f Drawn By: BUILDING SECTIONS J.Morgan NOTES: RIVERFRONT LOCUS 1. ELEVATIONS NGVD ALTERATIONS 2. FLOODZONE A10 .EL. 11' HORSESHOE LANE 3. ASSESSORS MAP 206 PARCEL 80 NET AREA OF FOUNDATION REMOVAL 4_ ZONING:` RC (FRONT: 20', SIDE, 10') = 90 SF 5. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS NET AREA OF DECK ADDITION = 137 (OR DRIPLINES TO STONE TRENCHES) SF 6. REMAINING PORTION OF EXISTING HOUSE TO BE AREA OF DECK REMOVAL = 142 SF S�oR f � RENOVATED AND MAINTAINED AS ONE STORY ROAD LONG BEACH ROAD MINIMUM DISTANCE, C. BANK TO NEW BUFFER ZONE ALTERATIONS FOUNDATION = 22'; TO NEW DECK = 20.5' +, .66 LOCATION MAP (NO SCALE) NET INCREASE IN DECK SQUARE FOOTAGE WITHIN 50' BUFFER ZONE: 137 SF � 6.59 �•� NET INCREASE IN FOUNDATION SQUARE 4O FOOTAGE WITHIN 50' BUFFER ZONE: 380 SF 6.23 \ TOTAL: 517 SF .12 TOTAL AREA OF MITIGATION: 670 SF BENCH MARK - R.R.SPIKE �O IN DRIVEWAY. EL. 6.93 5.5 7� � 6 � to ,ZB ry. 1 5 7.89 R\ .35 9 Y .9 j .95 ! 1.78 F 8.6 EXISTING SEPTIC 15. 9 qR/q 100' 7.0 n TANK AND LEACH PIT a9' 2p PER AS-BUILT CARD 1 121 Nor ` 1 7 TOTAL AREA: 19 600 PAL• 4,8 � ±SF ( ER ASSES RS) 1 EXIST. COTTAGE �ru .73 A p LP } .29 EXIST DECK n7 PROP. 2 S R / 1 .45 /8L U + .14 / 66 . 5 / +2 ,2l �� L HT + .6 19.06 / PROP. PLANTINGS f w .37 1 .74 MO EA TER Y GTIO F-D LLI G 2.59 EXIST. D LL. TOP FNON 20.6' ��t�/ PN� 5 ` 0 .19 18.23 7.93 PROP. 2 � if �� 1 Cr) `zlt(Q( 17 F,•- .ter P ,, ' - i�O 9 % .35 E; `3,63 - - f-•-'L E• IST. / OECK." #3 +14.54 (REMOVE) + / 3.90 90_SF NET,AREA OF DWELLING R AN�1 TO- EBEB REM.O_VED.S� 1, (3 F Top STAB Ir5 Ao � /TO I off. 508-362-4541 Q; &ANC( O fox 508-362-9890 1 # I down cope engineering, inc. +9.60 98 CIVIL ENGINEERS APPROVED PLAN LAND SURVEYORS i Jy� 939 Main St. yarmouth, ma 02675 .70 a6 #7 #8 IS TE PL-N OF 37 . HORSESHOE LANE IN THE TOWN OF: vSH OF M4ss9c �11A oF,,fgss (CENTERVILLE) BARNS TABLE ARNE H. yam `'� ARNE 9cG - ti PREPARED FOR: OJALA H. �, STUART CO OPERRIDER U CIVIL OJALA Cn �F No. 30792 No.26348 Po �o P 20 0 20 40 60 Feet �F T E �� o A H. J L PLS DATE SCALE. 1 = 20' DATE: NOVEMBER. 3, 2003 03-1 1 9 PLAN `B REV 7/14/04 (ADDN)