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0941 MAIN STREET (COTUIT)
9y1 Me � N TR EFr r a down ®f Barnstable Perrrft P�pFTHE Tp 2001 SEP -6 1::?)M 12: eIPtegulatory Services ate: Thomas F.Geiler,Director EAUAMN BllilfilllKAM g D1ViS10I1 ee:a�po 1639. pie Li '� Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTAELE SOLID FUEL STOVE PERMIT Owner: S'corr --A i> Phone: Install at:* 1�(/ 1%iA9 St Village: 67-bl7' Map/Parcel: Date:/4/®7 Stove A New Used B. Type: Radiant Circulating C. Manufacturer: _,Tgr T u I- Lab. No. D. Model No.: 3 C R Chimney A. Ne Existing (If existing,please note date of last cleaning B. Flue Size 411 12"X 12" 46 'ZN,VEQ 3 r41 1g-5.5 S7-,-EL uE) C. Are other appliances attached to Flue? No D. Pre-fab Type and Mgnufacturer nr y.E. aso (Line Unlined Hearth A. Materials: 69"/T6- B. Sub Floor Construction: eONC Z E TE Installer Narne:'.5',j/ybWk t t'ffli�-1NEY S'Wee ZW Address: ,B. 8OX 90 �i4N�WlC. MA- Phone: 50ig-S£�8-.S//y o C 3 Location of Installation: Z&1A & koot, APPROVED BY: l ( 7 Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:fornis:stove TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map c 3!!r Parcel CC pplication,# , @00(01 Health Division Conservation Division / C -- 3J Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive WW ning Board Historic-OKHservation/Hyannis Project Street Address Village 4zn�: Owner Address !FZ Telephone Permit Requester �11f _ � �z- — Square feet: 1st floor:existing proposed 1 2nd floor:existing 690 proposed <0 Total new ZoningDistrict Flood Plain� _Groundwater Overlay �� Project Valuation Construction Type M4,4445 Lot Size .SJ= Grandfathered: ®'Yes ❑No 1f yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes �o . On Old King's Highway: ❑Yes € <0 Basement Type: ull ❑Crawl nut ❑Other Basement Finished Area(sq.ft.) z' Basement Unfinished Area(sq.ft) q4:�n �' 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 --j Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: es ❑No Fireplaces:Existing _ New-t Existing wood/coal stove: ❑Yes �PGo Detached garage:❑existing ❑new size ` Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No=-lf-yes,-site plan review# -" Current Use Proposed Use BUILDER NFORMATION Name i Telephone Number _-? Address r r License# � _ALP Home Improvement Contractor# Worker's Compensation# � % �� ALL CONSTR CTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 411 SIGNATURE DATE D FOR OFFICIAL USE ONLY PERMIT NO. f DATE ISSUED R-• . MAPV PARCEL NO. ' ADDRESS VILLAGE �1w ; OWNERtk DATE OF INSPECTION: ?'o I p FOUNDATION 11 (Zly clL Qft Ab �2F&pa—) /d �G FRAME; /!ram/ i' 0 7 107 F INSULATION `/1/av� bn — d -a 0,7 FIREPLACE YZti 0AfymL C eZ7 Oho , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT * ASSOCIATION PLAN NO. , • I r t r ra 'w ie uommonwe, Department of Industrial Accidents 193 Office of Investigations Y a. 600 Washington Street 4 : Boston,NIA 02111 • ' L " www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / Please Print Legibly Name (Business/Organization/Individual): Address: Y P 0 `rzo (Q City/State/Zip: hone#• le Are an employer? Check the appropriate b Type of project(required): 1. I am a to er with 4. - m a general contractor and I y �— 6.,❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet $ 7.. emodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. g,59ding addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their t 3.❑ I am a homeo;Amer do;-g all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. - c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.].t employees. (No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: ,2 �kalm Policy#or Self-ins.Lic. #: (20A _�ZQ/675-/( Expiration Date: Job Site Address: �f 7/�_1'1/.2 ' JC e City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500•.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and'a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify and - e pains an penalties of perjury that the information provided above is true and correct Si afore: Date: " Phone#: °'- Official use only. Igo not write in this area,to be completed by city or town official City or Town: PermitlLicense# Issuing Authority (circle one): i 1.board of Realth 2.Building Department 3.City/Town Clary 4.Electrical inspector 5.Plumbing Inspector 6. Other . I i Contact Person: Phone#: 0. Information and Instructions Massachusetts General Laws chapter 152 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(7)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 insm—ance. United Liability Companies(LLQ or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom. of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit: ' n1 e Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, IvSA 02111 Tel. _ 617-727-4900 ext 406 or 1-877-MASSAFE ax 617-727-7749 Revised 5-26-05 ,�-ww.mass.arovidi.a I °FTHE l° Town of Barnstable Regulatory Services BARnsNSTABLE " Thomas F.Geiler,Director v nss. � � • i0ren 't°� 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 AFFIDAVI T 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. �,A Type of Work: r <!�°'o'� Estimated Cost Address of Work:_ �➢2�1_ 4F Owner's Name: Date of Application: I hereby certify that: R 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 F PERJURY I hereby apply for a permit as the agent of wrier: a /�Yzzsz- Date ontractor ignature Registration No. OR Date Owner's Signature Q:wpfiles.forms:homeaffidav Rev: 060606 Town of Barnstable Regulatory Services 9 $ Thomas F.Geller,Director 4''°,Ec Me�•,� Building Division. Tom Perry, Building Commissioner 200 Main Street, Flyannis,MA'02601 www.town.barnstable..ma.us office: 508-862403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder I, to I c E H• �� �� ;as Owner of the subject property hereby authorize CA 12 y CfZOy Erg to act on my behalf, in all matters relative to work authorized by this building permit application for. DIY/ k;A) C'aTOL/7- 3S- (Address of job) Lac e l` .mil•, /�? /d O Signature of Owner Date Print Name Q:F0RMS:0WNERP.ERMISSI0N { Bole tf'Iq�Iding"t tin ou"s anitSf.ilida,,#-, Cxp17rtpn cr13/20 .i, =A Type r!3A i GROVER BUILD?1G+ ' REArvJE,,.,t �9REY' GROVE[ ti J6 i3OWDOIN i2C - ASHPEE,M-A 02 :� 44 tz BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR 6 1 } Number: CS 077754 { F Expires: 11/22/2007 Tr.no: 8693.0 , Restricted: 1 G CAREY C GROVER PO BOX 1080 COTUIT, MA 02635 /J { Commissioner is. DATE(MM/DD/YYYY) ACOR�M . CERTIFICATE OF LIABILITY INSURANCE 6/15/2006 'RODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION McShea Insurance' Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 749 Main Street, Suite#H ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Osterville, Ma. 02655 508-420-9011 INSURERS AFFORDING COVERAGE NAIC# JSURED Carey Grover Building & Remodeling INSURER A: Western World Insurance Compan and Remodeling INSURER B: The Hartford P.O. BOX 1080 INSURER C: Cotult, Ma 02635 INSURERD: 508-364-5651Cell INSURER E: :OVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SR DR POLICY EFFECTIVE POLICY EXPIRATION rR NSRD TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurence $ 50,000 CLAIMSMADE I x OCCUR MED EXP(Anyone person) $ 1,000 A NPP916247 9/l/05 9/1/06 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICYF—j PRO LOC JECT AUTOMOBILE LIABILITY COMBINED ANYAUTO (Ea acccden)INGLELIMIT $ ALL OWNED AUTOS BODILYINJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILYINJURY $ NON-OWNEDAUTOS (Peraccident) PROPERTY DAMAGE $ (Peraccident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHER THAN EA ACC $ AUTOONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR 7I CLAIMSMADE AGGREGATE $ $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATIONAND X OR M TS ER EMPLOYERS'LIABILITYYL ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 3 OFFICER/MEMBER EXCLUDED? 3 6 01B 4 6 5 0 5 0 8/31/0 5 0 8/31/0 6 E.L.DISEASE-EA EMPLOYEH$ 100,000 Ifyes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500 000 OTHER SCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 'RTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO /104racB nca DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL10 DAYS WRITTEN c1e NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 635 IMPOSE NO OBLIGATI OR LIA LITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REP ESENTATIVES. A HORIZED REPRESE TI ORD25(2001/08) ©ACORD CORPORATION 1988 07/10/2006 17:36 FAX 6043588211 - JOHANN.AS DESIGN GROUP Z002/005 permit$� pem h Date Generated by REScheck-Web Software Compliance Certificate R�Tpri 4a1e;07'/1NOB Energy Code: Masetaehus®tts Energy Cc& Location: almata AMatta�det.mmtta C At st uetion Type: 1 of 2 Fam ,1,leaachad Heaft 1y1= O*w(No tart Reslstance) Glaring Area Perocntsge: 189E Heating Dfrp: $137 Coutrut t1w Sb: Owner/Agont: Deslgner(Contr&r . , a Ceiling 1:Flkd or ScIsaw Truss: 20W 38.0 0.0 W Wag 1-1 Woad Frame.Ifin.o.G: 3643 19.0 0.0 176 to ndew 1:Wood F raim,2 Veils w!Low-E: 446 0.350 156 Door 1:t IM.. 90 0.350 31 Door 2:SoW; 80 0.400 32 Flood:AJI-Wood Joist/Truss Over Ummnd.Space 20M 19.0 0:0 04 Basarrhent Wail 1:Scud Ctn prole or Masonry. 20M 13.0 0.0 128 Wdt height:8.0- Depth bebw grade:8.7 Insulation depti &U Air Conditioner 1:Elaft Central Air:17 SEER Air fawition®r 2-Electric Central Air:13 SEER Bolter 1:oem(Except Gag-Fired Stearn):98 AFUE Conyol m"&Wsnwrt.The pmpoeo buUng design described hm is oenslstent Wth"trutiding plans.specir-ttnrts,am other celcumons suemlaed with the perrnit application.The propamed nutiding has been dsegVrad to meet the mWeacthaeeits Emrgy Code M4virernwft in RErSQWGk W*b and to comply with the nwdsi ory mqumnterb Netted in the REWxwk ImeoWn Checklist. The heating load for this buddhhg,and the coding bad if appropriate,has been determined using I*appAt•.abite 3tandW4 Design Cor1d I A t8prneart jdecW to had or noel the burlrlUng AM be no greeter them 125%of the d es rhs 7 1310 and J4.4. r Conp+arty Name Date Ptho�ct 914 Main Strs'eet Go%A,AAA --— — Page:1 of 4 1)7110/211'06 17 :27 FAX 8043588211 JOH,,MNA:' DESIGN GROUP '�jG03/005 t C 00" i Generated by REScheck-Web Software NIJ Inspection Checklist Date.,07110/08 ® Ceiling 1:Flat or Scissor Truss,R.38.0 Cavity Insulation Comments: Walls: ❑ Wall 1:Wood Frame,181n.O'cL'R-19.0 Cavity insulation Comments, Basamant walk: �j moment Wall 1:Solid Cax reele or Masorvy,8.0'ht f 8.0'bg I Off Insui,W13.0 oeft insulation Comments' vvrndo"'. Window 1:Wood Frame,2 Pane wl LOW-E,1.14actor 0.350 For window without labeW U-factors,describe lsawres: APenw—From Type __TTterrnal Break? Yes No Comments: Doors, ®Door 1:Glass,1.14actor:0.350 -- ® Door 2-Sold,1.14acior:OA00 ' FiooFa: [) Floorl:Ail-Wood JolstfTruss Over Uncond.Spence,R-19.0(avity in tlol) Comments' Hen q and Coaling Equipment: � (�Air C Witioner 1:EWcW-Cemral Air 17 SEER a higher \ Make and Model Number. -- ®Air Conditkmr2:ElecWc Central Air.13 SEER or i.'igher Make and Model Number. -- -�-----— -- [j Bailer 1:Ottwr(Except Cas flred Stearn):88 AFUE o:higher Make and Model Number Air . q Joints,penetrabMS,and all other such openings in the building envelope tt rtal OM 6(urce.A of or leakage am tear- 0 When mstallatl in the bUlId q w ivelope,monsed IV*q fixturea9 Mae one Of the fol"I'l requhefeOt ltv 1. Type IC rated,rrwrPAMr*d whit no penemona between the inside Of ttm recessed ftrure and ceiling Ce Aty Land sealed to gasketed to prevent air W~into the urreon ROOrm'd space. 1 2. Type IC rated,in ecooMance writ Standard ASTM E 29s,with no move than 2,0 adn(O.il44 tJs) eta the oondiiioned space to the oeiling Cavity.The lighting fixture has been tasted at 76 PA or 1,57 lbaM pressur,dtfllarenoa and shall be labeled, vapor order: Installed on the warm-inrwinter aide of all non-versted flamed callings,wales,and floors. - Page 2 fi 4 07/10/2006 17:57 FAX 8043588211 JOHA NAS DES G►d GROUP ?004/005 4 ` i F Materials IderMflcatlon: � Materlals and equipment am identified so that comollan a can to determined. Q Manufacturer manuals for all Installed heating and cooling equipment and service water heatng equipment have been jxavidrd. ❑ insulation R+raluw glazing U•factors,and heating and ooding equipment eAlclenev afar cieWIV marked on the building psrs<A speca6cations. Insulation is imftlwo eooarding to menutactlumts instructions,in wostantfal contact with tim surface teeing Insulated,and ii 4 manner that achieves the rated R-vaiue wiftut compressing the insulation. Duct lasuia0on: O Ducts are insulated per Table J4*7.1. y 1 Duet Conobv don: All sooesstbie jdr ts,seams,and oonneetions of sltpply and nee,m ductwork located outside cmdttloned space,including stud bays or joist cavitles/spaces used to transport air,ale sealed using mastic and Wous bac"lam Installed nowtding to dha+ m m9acturees installation instructions.Mesh tape may be omitted where gaps a+9 less than 1/6 Inch.Du<i taps is not perm!;k J. The HVAC system provides a means for balancing air and water systems, Temperature Controls: Thermostats e=t for$40 separate HVAC system.A manual or autamalk means to papally restlic or shut on the heating and/or coding input to owh tans or hoar Is provided. Pleating and Cooing Equiprnant 3khV1 Rated output catpeedty of the heating/ooding system Is not greater than 126%of the design iced as epsc ci In Sections 78OCMR 1310 and J4,4. Clrarlating?W Wass►Eyetannr: Cht mating hot water pipes SM Insulated to the levels in Table 1, Narrating Fannie: AN heated swimtttlng potA have an orJoff heater switch and a oover unless over 20%of the heating energy is fvom nar,Sepletable sourose.Pool pumps have a time clock. # � Heating and Cooing Piping Insulation; 1 ® HVAC piping conveying fluids above 120 dsp�s F or chilled Oulds bslam 5b degrees F are Insulated to the levels i�Table 2. 1 r 4.. i ,j i I Pale 3 of 4 M/10/2006 17: 38 FAX 8043588211 jOD fNNAS DESIGN GkRIP Z 005/005 Taora e:MiMmum lneulatlon Thkkneea for Cfrouteling Not Water Plea Inuulatk m Thkimms In kwtres by Pipe idon.Ckrcutatittg RunotRa ClreukMng twns and Runouls Heated Water ....�. -- TenVaraftwe(°) Up to V Up to 1,25" 1.5"to 2.0' O 2' 170-180 0.5 1.0 1.5 2.0 140-180 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:iNimmum bmuladon Thkknew Tar HVAC Pikes Flood Temp. Insulagon Thlokarese In Andre$by PIP8 Um - pipol tsm Types Range(°F) 2"Runouts 1"and Lose Y 1.25"to 2.0" 2.5"tD 4" Low F`teseu 201.250 1.0 1.5 1.5 2.0 Low Tempewure 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 CNlled Water,R elrrperartt and 40.56 0.5 0.5 075 1.0 Brine Bolow 40 1.0 1.0 1.6 1.5 NOTES TO FIELD:(budding Depar nwvt Use Only) 07/13/2006 23:34 '-:084777146 R COOK JR ELECTR ',PACE 01 Richard J. Cook Jr. Electricians Inc. FAX TRANSMITTAL DATE: July 14, 2006 Carey Grover.�' — TO: FROM: Richard J. Cook Jr. President/Owner FAX: 508-477-0767 FAX: TEL: TEL: cc: PAGES: ` COMMENTS: GROVER BUILDING & REMODELING: All Electrical Power has been disconnected as of 7/14/06 9AM to the remote garage at the Scudder Residence , 941 Main Street, Cotuit, 02635. Richard J. Cook JR. F 071031200E 15:57 15084207517 COTUIT i-1ATER DEPT PAGE 01 vatuit , In Owtrict cmw.' : Water Department 43CO FALMOUTH ROAD, P.O. BOX 451 \ GOTUIT MASS, 02635 PHONE (508; 428.2697 j FAX (508) 428-7517 i i n c r July 11. 21006 Town,of Barnstable Building Dept. 200 Main Street ; Hyannis, MA 02601 RE: SCUDDER—933 &941. MAIN STREET. COTi;IT 1 To Whom It May Concern: This confirms that there is no town.water going to the barn located at 941 Main Streei (formerly 93 y Main St)in Cotuit. Sincerely, S17eri Leavenworth Manager 1 s �UU-13-2006 THU 07:55 AM KEYSPAN ENERGY FAX NO, 5C8 394 5019 P. 01 KNOW Ellergq Delivery 127 Whites€ath Ert,i{y D% veiy South Yarimith, MA 02664 July 13, 2006 Crary Cirov r 508-477-0767 111- 941 Win Sti'eel, rear building, Cotuit This is to verify there is no natural ,gas service to this roar building, `Flus was confirmed by a Keyrspan representative on July 12, 2006, 1f YOU have ariyJ cIlrestions please call me at 508-760-74.81. " Stzc MCNIIzlliri 0per',:tti0ais C,00rdiwator Keyspatt Delivery Company jUL.-18-2©:36 07:17 From:a,EPLEY SHLES 508 862 6012 To:915094770767 P.2/5 ® Triple 1-3/4" x 14" VERSA-LAMS 2.0 3100 SR Floor BeerrikLevel 11D6 8C C•ALCT 9.3 Design Report-US 1 span I No cantilevers I 0112 slope Friday,July 14,2006 14;11 Build 047 File Narna,, SWP197 SCUDDED rev,9CC Job Name SWP197 SCUDDER Description: Level 1108 Address: 941 MAIN ST Spedfler; Clty,State,Zip; COTUIT,MA Designer: Customer: Shepley Wood Products Company; Warren Trask Code reports: E SR-1040 Mise: _ ._F.... ... a ._ if __.-�_-�--'M --�--Sr-.T — _�� ......,,_........e-..n,....r...env.rr.r.r...n,r�..............r..,,..,......,...,...„n.-._.e...,,...••-..__.,..._. .... ..._. ... ...... ...,... .. ._rr.,ru "�. •'1 14. p0 t31 LL 4103106 LL 4153 lbs OL 4322 Ibs OL 2482.bs SL 3502 Me SL 1455!bo Total of Horizontal Design Spans v 14.10-00 oa ummary Live Dow Snow Wnd Roof Live last Deacrl Ion Land TyS_r Ref. Start End 100% 902� 1106 133% 126% Trlb. 1 Standard Load Unf Area(paq Left 00.00-00 14-10-00 40 10 14.00.00 2 Unf::Lin,(plf) Left 00-0"0 14.1WC 0 60 n/a 3 Unf Area(psf) Left 00.00.00 14.10-00 15 36 05.OD-00 4 Reaction from DesignMLovel ,..Cone, Pt.(Ibs) Left 01.00.00 01.00.00 2123 2361 n/a Controls Surnmar ly value %Allowable _Duration Loud Case Soaan Lacatinnn_ Disclosure Pea, Moment 31149 ft-Ibs 62.2% 11511A 2 1 -Internal oomplaten6s6 and accuracy of Input must End Shear 9756 Ibs s0.70%L� 115% 2 1 -Left be verlfled by anyone who would rely on Tctal Lead©eC L1.342(0,52") 70.1°/a 2 1 output as evidence of suitability for Live Load Defl. L1500(0.356") 72.1% 2 1 particular application Oulput here based Max l0efl, O.S2" 52.0°,6 2 1 on building codo-accepted design properties and onalysls methods. Span/Depth 12.7 n/a 1 Installation of 13918E engineered wood products must be in accordance with Notescurrent Installation Guide end applicable building codes To obtain Installation Guide Design meets Code minimum(L/240)Total load deflection criteria. or ask questions,please cell Design meets Code minimum(1./360)Live load deflection criteria, (600)232.0788 before Inetaiiation, Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for 60 is 3 ALLJOI9C CALCT, ,8 FRAMERS,A , Minimum b4aaring length for 61 is 2". SDIS OLULAMTSIMPLE©TR AJSTMAMINO Entered/Displayed Horizontal Span Longth(s)=Clear Span 4 112 mire„and bearing+ SYSTEMS,VERSA-LAMe),VERSA-NM 112 intermediate bearing PLUSS,VERSA-RIM&, VERSA-STRAND0.VERSA-STUDS are Connuation Diagram trademerho of Soles Wood products, LLC ! I a Minimurn a 2" 0®5" n rnininn.um a 3" d-12" e minimum o 8" Coinection design assumes point load Is'top-loaded' For con nectlon design of'alde-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule appiles to both aides ofthe member. Member has no side loads. Concentrated loads are not Considered In 81de load analysis, Conneotore are:16d Sinker Nails Page 1 of 1 JUL-18-2006 07:17 Fram:SHEPLEY SALES 508 862 6012 Ta:915084770767 P.3'5 Single 11-7/8" AJS"m 20 MSR Jolsftevel 11D7 8C CALC(&93 Design Report•US 2 spans I No cantilevers I O112 elope Friday.July 14,2006 14:11. Suild 047 16"OCS I Repetltive I Glued&nailed construction Pile Name; SWp197 SCU06ER ray.8CC Job blame: SWP197 SCUDDER Description: Level 1\07 Address: 941 MAIN ST $pacifier: City,State,Zip: COTUIT,MA Designer,, Customer: Shepley Wood Products Company; Warren Trask Cede reports; ESR•1144 Mies: awe , 1 7_ 17.08.10 17.04.09 80,1.112" B1,3.1l2" B2 LL 413 Ibs LL 1169 Ibs LL 405 lbe OL 89 Ibs pL 292 Ibs 4L 881be 1'atAl of Horizontal deolgn Spann a 35.00.13 tit t8Pf1rtliiPy I.ivo Dena snow Wind Roof Llvo Tao Descrl tion Load Tigg Ref. Start---- End lop r 0 ° 1189/a 133% 1a6 008 1 Standard Load Unf.Area (psf) Left 00.00.00 35.00.13 40 10 18" ControleSuirinmatar value %Allowable Duration LoadCteso.._ SE!n_Locaiion Di8Closum Poo. Moment 1690 tubs 43.0% 1DO% 14 1 ,Internal Cornploteness And accuracy at input trust Nog.Morrient •2563 ft-Ibs 58.3% 1 DO% 1 1 -Right oe verRied by anyone who wouid rely on End Reaction 498 Ibs 43.5% 100% 14 1 -Left output as evidence of suitability for Int,Reaction 1442 Ibs 49.2% 100% 1 1 -Right particular application.Output here based Cont.Shear 72t3 Ibs 48.7°!0 100% 1 1 -Right on bu lding cod"wepted design g propettes and analysis methods. Total Load Def, U689 (0,239") 27.0% 14 1 Installation of BOISE engineered wood Live Load Defl. U1028(0.207") 4t3.7% 14 1 produr;ts must be in a2rdance with Total Neg,00, •0,08" 11.9% 14 2 currant Installation Gulft and applicable Max Den. 0,239" 23.9% 14 1 building codes.To obtain installation Guide Span!Depth 17,9 n!a 1 or ask questions,please call (800=2.0780 before installation. Notes CSC CALCQD,8C FRA.MER0,AJS'rw, ALLJODesign meets Code minimum(L/240)"Total load deflection criteria. BOISE GLU MYA,MIeOARI FRAMING Design meets User specified(L1480)Live load deflection criteria, 9016E MO,V dA LAMO. AA SYS76MaD.VERSA.LAAtt�,VERSA-RIM Design meets arbitrary(1")Mau<imum load deflection criteria PLUSa,VERSA- MS. Entered0oplayed Horizontal Span Langth(s)w Clear Span¢ 112 min. and bearing 4 VERSA-STRAND&VERSA-STUDO are 112 intermediate bearing tratlema.,ke of Balsa Wood Products, Composite El value based on 23132"thick sheathing glued and nailed to joist. L L,C I I Page 1 of 1 'JUL-18-20216 07:1B F r o in:SHEPLEY SALES 508 862 6012 To:9i5084770767 P.4%5 011 Double 1-3/4" x 11.7/8" VERSA-LAM0 2.0 3100 Sh Floor BeamlLevel M8 SC CALCO 9.3 Design Report US 1 span No cantilevers 10112 slope Friday, July 14,2006 14.11 Build 047 File Nome; SWP197 SCUDDER rev.BCC .Job Name: SWP197 SCUDDER Description: Level 108 Address. 941 MAIN ST $pecifler; City,State,zip: COTUIT, MA Designer. Custornor: Shepley Wood Products Company: Warren Trask � Code reports! ESR-1040 Ml= � �,I.III PIYI Pro 1 P4.A.R ■ � 00.07.00 -- -LL 228 Iba — L I 1 LL220Ibs CL 1266 Ibs DL 6501be SL 1603 lbs SL 3921be Total of Horizontal Design Spons a 0"7.00 Coaa gummary Llvo Doad Snow Wind Hoof Llve Tag Marl tlon Load Type Ref. Start End 100% 90% 110% 133% 126% Telb. 1 Standard Load Unf,Area (psP Left 00-00.00 08-07-00 40 10 01.04.00 2 Unf,Lin. (plf) Laft 00-00.00 08-07-00 0 80 nla 3 Reaction from DesignMLdvel..-Conc. Pt.(ibs) Left 01-08.04 01.08.04 1016 1995 r1/a Controls Summary _value %Allowable duration Load Cane Span Location__ Disclosure Pos,Moment 4999 R-lbe 20,4% 115% 2 1 -intemal Compieteneea and accw t;:;1�,of input must End Shear 2941 lbs 32,4% 115% 2 1 •Left be verl(led by anyone wh-)viould rely on Total Load Defl. U1730(0,06") 13;9% 2 1 output es evidence of sula'ablllty for Live Load Defl. L/3116(0,033") 11.6% 2 1 particular applicastion,Output here based Max Defl. Oat;° g.0�� 2 1 on bullaing cods-eocopteu design properties and anslyala methods, Span/Depth 8.7 n/a 1 Installation of 00186 eig,nnared wood products must be In ac,sordance with Notescurrent Installation Guide and applicable Design meets Code minimum U240 Total load deflection criteria, building codas,To leaps installation Duke ti ( ) or ask s.Geetlans,please call Design meets Code minimum(L/38O)Live load deflection criteria. (800)Z32•07a8 before installation. Design meets arbitrary(1")Maximum load deflection criteria, �, Minimum bearing length for 80 Is 1-1/2", SC CALC4,DC FRAIvERO,AJS Minimum bearing length for 81 is 1.1Iz", ALLJOISTO,t3CrRIM 30ARDi" 5016, Entered/Displayed Horizontal Span Lengtn;a)a Clear Span+112 min,and bearing+ SYSTFM�VERSASllAkt e-,VERSA-RIM 1/2 Intermediate bearing PLUSS,VERSA-RIMI, VERSA.$YRANl7O,VERSA STU03 are Connection Diagram trademarks of 6018e VOW iarodu K ......-moo. L L,C, b r" r•'d F - 1 a minimum®2" o m 7.716" I j b minimum-3" d=12" Connection design assumes point load le'top•loaded'. For connection design af'slds-loaded'point loads, please consult a technical representative or professional of Record, Member has no side loads- Concentrated loads are not considered in bide load an&lyals,. Connectors are.l6d Sinker NaGa 1 d r a Page 1 of 1 t JU(._-18-2006 07:18 From:'SHEPLEY SALES 500 862 6012 To:9150347T37E7 P.5/5 Double 1-3/4°" x 14'"'VERSA-i,.AMO 2.0 3100 SP door Boam1evol 21D3 90 CALCO 0.3 Design Report-US 1 span I No cantilevers 10112 shape Friday,July 14,2006 14:11 Build 047 File Name: SWP197 SCUDDE`a rev,i3CC Job Name: SWP197 SCUDDER Description: Level 203 Address: 941 MAIN ST Speoifier, City,State,Zip: COTUIT, MA Designer. Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR•1040 Misc: owm �ni�®rr+woswMwn��®o®rw,i wwrrp .._.... ._ .._ .. T_ •_ I r ... T .T T 1.Z .� OD•00.OD � so l31 OL 1015 The DL 1015 ibs S.1®05Ibs SL 1996lbs 1. Total of I•lorizomal Design Spans OMS-00 Load Summary Live Dead Snuw Wind Root Llve Too 0aacrlptlon Load TYgo Ref, Start lend IOW/A 90% JIVA "133% 126% _ Trtb. 1 Standard Load Unf.Area(pest) Left 00.00.00 09.06.00 0 10 02.00.00 T Unf.Area(pet) Left OMO-00 09.06.00 15 35; �� 12.00.00 Controls Surnmary value %Allowable Duratlon Load Casa _8pan{.ocatian. Disclosure Pos,Moment 7150 ft-lbs 21.4% 115% 2 1 •Internal Completeness and acW00y of input must End$hear 2225 ibs 20.9% 115% 2 1 •Left be verified by anyone .vno would rely on Total Load Defl: U1671 (OVV') 15..3% 2 1 output as evidence o!suitability for Uve Load Deft. L/2371 (0.048") 1512% 2 1 particular Dppl;cation Output nere based on building ood"coopted design Max Defl• 0,073" 7.3% 2 1 properties and analysis methods Span/Depth 8.1 n/a 1 Installation of 9OISE engineered wood products must be in accordance with Notes current inesrauution Outdo and applleoble building cones To obtain Installation Guide Design meets Code minimum(U240)Total bad deflection criteria, or ask quer llons,please call Design mesta Code minimum(L/380)Lave load deflection criteria, (800)42•67e8 before installation. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for 80 is 1.1/2", 6C CALGe.,So FRAMERO, AJS4" ALUOISTCO.BC RIM BOARD"" BC IS,Minimum bearing length for 81 is 1.1f2° Sals6 AMry,SIMPLEFRAMING Entered/Dis la jd Horizontal Span Lan th(s)wClear Span+112 min„and bearing+ �Me,VERSA -RIM 1/2Intetmediate bearing PLU6 ,VERSA"R� VERSA•S'i'RANUO,VERSA•STUDO are Connection Dilacram trademarks.of 8ofe®Wood Products; aJb d G a • • • F�71 i a minimum®2" Cos" b minimum a 3" d r 12" Member has no sift loads. Cdrnectors ere: 160 Sinker Nails Page 1 of 1 941 MAIN STREET,COTUIT �F Itwu ronro en i v BG . do r F moot sr otsreq _ _ en0 r � • M® 0 0• SGS 2 eqq MAR • 9�y1'tJ�js�'�-�0 _ PROJECT DATA � - CONSTRUCTION CODE NOTES: i& PER COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODr;g,780 CMR 3 F VICINITY MAP • CONSTRUCTION TYPE-5B GENERAL NOTES T LA USE GROUP-R5 RESIDENTIAL MULTIPLE SINGLE FAMILY D*1LINGS STI G MASSACHUSETTES STATE BUILDING CODE APPLICW4r,� 00� u 1)All work shall comply with all local and national building code requirements. ARA W/ - 2)Contractor shall verily all dimensions In the field prior to commencing with construction. SCOPE OF WORK DETAC ED •• BUILDING AREA: �')cc0'fF`BG/� �'q`I Use noted dimensions only,do ngtscale. Notify Architect of any discrepancies. GARAG - EXISTING: 2115 SQ.FT. /40�, � F/F`�l'1Cc,I'T�G 3 .. - SEP TE - - 3)AN work shall be done In acuo dance ith indusby standards. a DRAWIN s _ _ PROPOSED EXPANSION:.1673 SQ.FT;CON AG��0'P,r Esc 'O n "4)All material hall be property protected from weather conditions or potential problems on site. 479 SQ.FT.ATTACHED_GARAGE /y0 ly`cG/q�'9 to C to All products hall be used accord ce'with m antdactarere'specifications. sy�aF, s Pti s 6)C trectorisre po ble for eAiytngact al anufachrers'dimensions for any rough SHEET INDEX `rsfS ��ij./s 9'fltc9�t'0 openings,or-actual I stallaIkm'd me,dons. T101 PROJECT DATA,VICINITY MAP,8 GENERAL NOTES p �t0 2 /y� 7)Cb tractor shall guamnlie aY'matedals and workmanship for a period of not less than one L100 SITE PLAN "S DETECTOR year fro-claie of acceptambe.� - A100 FOUNDATION PLAN O /'P lyF�Co `$ � 08 8)Contractor"shan verlq ell glass and glazing dimensions In field and coordinate shop tsToaY A101 BASEMENT PLAN eYOKK DET►!! d► F'tiTlFOl 0 is drawings tosuit''All bedrooms shall have egress windows. FRAME Z :3 9)Contiactdr shall verify tempered glass requirements.All doors and adjacent side panels ADDITION W/ A102 FIRST FLOOR PLAN- 0 U to PARTIAL P: U) shall have tempered safety glazing.All glazing within 18'of sidewalk grade,stalr treads or I BASEMENT A103 SECOND FLOOR PLAN fn finished floor shag have tempered safety glazing. S100 FRAMING PLANS LI Q 1D)Contractor shall be responsible for coordinating grade dimensions with proposed EYISTING 1 1/2- A201 WEST 8 NORTH ELEVATIONS foundations,entrance levels,and fooling elevations.All footings shall be a minimum of 2'-0' STORY FRAME CAPE COD A202 EAST 8 SOUTH ELEVATIONS below grade(verity w/geotechnical report). 11)Contractor shall provide Wood blocking for bath hardware,8 shelf and rod for closets. SEE CIVIL A301 BUILDING SECTIONS - N R A302 BUILDING SECTIONS TITLE PAGE 12)Contractor shall provide Owner with all manuals,guides,waanties,etc.for all equipment - DRIVEWAoY ^ Q 13)All shop drawings shall be submitted to the Architect for approval. LAYOUT A401 WALL SECTIONS 14)Mechanical,electrical,and plumbing shall be design-build packages. A402 WALL SECTIONS Z 15)Contractor shall review and coordinate en equipment requirements with Owner. 1 —1-1 ° Q " 76)Anframing lumber In contact with masonry,or sill plates within _ A501 INTERIOR ELEVATIONS 0514hln 8'of earth,or Boor joists �c within 18'of earth,or wood girders within 12'of earth shall be preservative treated. MAIN STREET ®1 A701 WINDOW 8 DOOR 0 17)Roofing shelf be material rated for the wind exposures for that area.Install as per A702 FINISH SCHEDULE =O "a. 4121^06 - manufacturers specifications. 18)Provide gutters,downspouts,and splash blocks as required. SITE PLAN NTS ® T101 �Ar f- - -- _ WALL TYPES r-------- ------ _ oxe uLiAx 1 ! 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O Zw i i ri I I sl o 00 a❑ uu uo au z O w 72 13 14 15 18 1+7 + 78 (n O N� DINING PANTRY PANTRY/KITCHEN KITCHEN/PANTRY CHINA MUDROOM W ¢ rL $ G to .... . ... j a Interior joo Z Elevations 1 < ❑ p� Q 0< sla s oazl.os 19 20 21 O 23 ..... .o. LAUNDRY MASTER BATH INTERIOR ELEVATIONS ,a ., A501 ' - iwwr wi..wnr nx.g- ® wo CIN I I• ® BEB FIRE 00 �� L__J w,•xr DOOR TYPES �� EA DOOR SC HEDU Irml ®®® FH1 a D0qRJ 00 NO. SIZE TYPE LOCATION HARDWARE REMARKS EM B.1 Ewsrwo PUYxooM E%ISDNG yPATQHaREPAaePRwEaroPmAr - INDOW.TYPES N I xa t EJlme 14 TDOB a: Exsrnro sHOP oasrwo I,za z D, E—S. REPAwsnL sEcuarn REPOURsnL.1 - WINDOW SCHEDULE - o B-1 RE—E—S - BNOPTOE%1EPoW3 REFRAMEASPERAla1 _. Bb REMOVE En51D#i - REPRUJEASPERAIw WINDOW EGRESS WWDOW M E%ISNNO PUVROOMTO BATH EJRSND LD'. SIZE UNITS TYPE REMARKS E%ISTWO (t'I —ST.- DOUBLE-WINO 416 a JAM89 A9 REOUIREO:w9TALL NEW 50.WOOD SA9H MATL110RIGINK NOT USED - - —TING DOUBLE-HUNG REP-S-Sa JAM8SASREQUIRED INSTALLNEWSDLWDODSASNT MATCHORro1NAL TdaP-0• D TROOM OLOSET LEVFA—SET c —TING DOUBLE-HUNG REPAIRSIU-S& .I—REQUIRED:INSTALLNEWS0.WOODSASH T TCHI',— B-1a TdaBd D GUEST ROOMTOS)ORAf,E t£IER PASSAGE D EaOSNG DOUBLEJIUNG REPNR Sal9 aJANB9 AS REWINEU;w6TALLNEWSOLWOODSASNTO NA CH ORIGINAL _ ENIbNIO DWBLE—G REPNR SKIS A JNABS AS REQUIRED WSTRLL NEW60.W00050. - CN ORIGMPL tbt 0.00R t-1 Ae'% I FOYER BEOIIRfw WOOD DOOR WIHIGM9AT TOP F T%.SS DOUBLE�IWNG ZdaFd c MNOTOEKfERIOR BENPoTY 16110NT6DL/ro Wg00 G p)T-0•a a'S OWBLE�fIING NULL TOGETHER TdaTd .c ID FMFAgR NA 1al1GMSDL/ro WOOD,FIADSLAB 2da5-Z' ODtIBLE-HUNG 1J TdaB'd c DIIm1GTOIXTE m SECURRY lbLttilf fOLIIGWOOD I IXISfNG DOUBLE�IUNG REPNR 8RLbaJANBS AS RFQUWID:wSTALL NEW SDLWOOD SA91r0 MAT01 3 _ T%aSd c DINDI6TOEXTEPoOR NA 1611GHTSbIlIG W000,FD�D 6IA0 - J P)T-0-a A•d GSENELR MULLTOGETNER�HEADNENDITT-11' 1da6% q)b¢N TOOECK SEOURRY 1541GHT50./row000 N CASEMEM �11EA0 HEIGHT T-I1'DMCHEN WLY) . \ to T-0'aCd B 6EClxUry MAIFiroMro IOOD Zy aY% m Q V / NIAROOM 'a Sa• DOUBLEJIUNO �'HFAD HEIGM Tn t'DDTLNEN ONLY) C td PRT%aBd D LwOROOLl0.WET CLOSET B?ANEL WOOD a Z (a)S%xb'-T OWBlE N11NG MULL TOGETHER aEGREbb NrNDDW D L1110R0011 CL09Ef CLOSET B-PANEL W000 p1Z-0-af% GSEMEM NULL TOGETHER O F . --0a Td'as8 J SLREENPORLNMSRIEPORCN LEVERIATCx NOOD9CREEN000RWACLOSER . D TdaS'-Y OOUBLRHUNG MATCN'A'wHEIGM O la a%r.B .1w D TOGARAGE bE-- w6lMTID STEEL as Mw.FlREJiATED DOOR p (TJ N•a6d AWNWG REMOVE EKISTBW WIVOOW,REFRAME OPENwG TdaP% D GARAGETOSroEPOROH SECURRY 6-PANEL—GOOK � O IAS L —I— AUTO.OPENER 6E—WOOD DOOR 1.11 -0•.e'd D GAMGE TO DRNEWAY SECUR- E%TEPoOIt DOM .. Z t-13 PN I'%aB-0' G RTO— BALL GTCX 6PANELWOODDOOR ,^ EA9TING 6TNRHNl LEVER - • V 0 U) 5 1.11 EpSTINO POWDER LEVER U) ~ 1.1a EIOSTWD HAu aosEr. LEVER ® O PRI— G xxLTO MAsrER eEDRooM PR— POUR aPANEl wood pOONb 9 ® D ta) a5 NO% HALLTO6TNRHALL LEVER fK19TW0 —R— LEVER ® ® - ® ® axeer tiTL¢ PR Zdae'% 6TAIR HALL—ET CLOSET FROM ENTRY m -y PR r.sasd M vE6Tm1AE auL GrFN 1Duanr wood DooR ® ® b. Q SCHEDULES adaBa' D VEST®UIETOLAVATORY bPANEt WOOD DOOR Z 4D FLOOR EXISTIND - E%ISTWD 2D Z P R o 2. ExoTwo - EXISRNG xa D Q 0514 x TJ EKIST - ERSTWG za 8 T e a. E%ISfwG ExaTwG z a ® = P A 04.21.06 F-F10 10 =F�as o6srwG El(LSTING z a ® ® 0 x a e, x D. E%BTwG EALRTING 2a 100 c 7 2a IXEOWO - Elt6fwO ;a 0 GEIIERALxOIFS ® ® A701 1.PATCH b REPAM:PRIME a TCS— _ 2 ADJU-DOORS FOR SMQDTN OPERATNIN a PADrt i r FINISH SCHEDULE I RM tl ROOM NAME FLOOR WALLS OflLAKi BABE 6RtIM REMARKS - COVE CONC. eMBTNO IX6TUO + E♦L ttwvxoOM E SnxD Etaeiwo tA,sa CRDWN ,T ExCIeM IXmTNG Fxls1W0 tle} a. tAAs CONC NONE t,x,N REvia loxa 1-Jurro 1a 2W8 tM FORCEwNTLE Orr eO M..B.eRw 1 w z - O 37 - NNmwOOp Or'rm OYrm e 1%10 gipa:Nwp av ,mt4 pbpu ] - tLxRM•l000 GrPm 019m —a PlOWN PoRCRAW TIF G'mm _ mNC Mat�D GYP BD EWSrIINRN00D ]AA E1pa,pW ]AA _ . p ptypE ElasrntG e,sEB >iA t-1/16'x2- . 112113 6I.11HNv1000 ElO5TN0 OasTNO I.eA.tx Q _- IX HAmWUDD ElO.aTeq '—'a1 E)a4,p,D BEAM TNeA • - vE]TBDIE EI03Ii.NN,mv000 WBD E%M DD a1AA 4 �. Etas,.rAlAnvOOD E%BTxO yiA.a - _ CHAIR117 a,- RAIL O U IXl]TMOTFaM. SHOWER PORCEIAW,IaE FJOBTtb j Q. Z nm OOATetO 019m Gvr BD iAm I • ~ a) ' rCRCHam TIE EPBTND iAB - LT_ t 1M R.E. O o QI EtG4nN0 IAA _ s. CASING W �pp, eEORODM EMBinIG E%bTND - .. n V � � V GO]Ei EMB,MO FPSTN6 E%IB,WO - Z PS Ckan BM pmp®e sbA Beal slab Wet apmy sealer' EIOBTNO Z 3 d 2 Pam Ca A..aria pmp waOs. udaM®W,ma w{N welerpma v lIDer.Apply lepMmore uoW Wlwlery aaN pabiromw un - C7 p S ^e ]. primeerb palM new Rypsumwal boarQ 4. Ewlume m0aew miailbrt 5. NrB9 the nebeelpooas weraeelM Mab - � � e. Pame aM pelnL Ma 11NN wab mbamum,b pOrer umbrmy. Q i. perm,an0 palm ataMla plaster funs l mRrM W B. Clop,mp fta ea bialrAlea on Moor plariv Repalt entl march all ANsbea and Mm B. Sam am reMlsb tloMa. n 10. Ewluele obDp wallpaper.Rebin Blea 11. arsWeH sillrp lobb w1N mnapea rlB baaaN xee, iti�E tz. Ma deu daa,a Delves • '.. 13. _..Wryl.—1 popes b 3lP A prywooa bealrg aoar. H i 1A. Remora sloe-9 Q FINISH SCHEDULE Z a. Q RD 05�4.e ,X6 R.E.BASE ,%a R.E. KB BLOCK DAK BEVELED ,E rnm,A cAsnG TRm,B sHOE ensE =s p a 04.21.06 MATCH ELS,DIGT C TRIM PROFILES MEMO ® A702 - SS,yC�T��,yN�bpf9� q'°aigfOgT`c - - o SBpi�CpEq S "'T�N� � 44 — U - •FIT { ►.. 3 TR I w SNv oFF -- --- - D VALVE FOR MWR (Jfi��(-YS•rIC OASOCTLCTON ® W U �� s 4 ► s Qwcan cn ZL L — J cn :D - - — - - W w 0 -- _ -- o z rn U W ne FLOOR rie Q FLANS z. �. . Z ,5,• a osia FOUNDATION PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN = D^os.oa.os SCALE:tN•=1'-0' SCALE:tk'=1'-0' SLAIE tk-.1'-0' C e e r .0. A101 I \ I \ mos®,e•m \ \ ew..exswunevrwe voov i \ \ ,�waz,roeum,wuce 0 _ __ \ �wsrewoxac wm.omxe, ' sameiwmm mw \ tl1 U) LLI (n Y /. r. 1 Of LU %�, �,�,Ewa r\/r \v, T\��\ii,� a a C9 Q Q F ' .•uK�r.G,[�uM eui \\\" '\\"\`fir\�`�\\�\� �Or,eruwe LU LU le ITLI _ __.__ .—r• Y/\�\\\�,\`,/�\j,\j�\%,j\\� vote a ELEVATIONS l. Z0514 .���. •,c�:<<1S ���\y�'�j . ,il, /�'�il;�?�+� i,�� •,;:r� 'r�' ✓%�fir;' / / a ,e r �v i15� O M OS T04.06 /, `.v�`\\ram\ r�\r</\\ \�\\'�/\�r\r\ \\r/•v r/ p?>\i,, i. /��/� \yrr�\ Sg `\/ r/ 1 SECTION DECK&SHED n SECTION L PORCH& A201 la stueya•.pp iu SsrwEIRHAaLL �pf `e 11.11 nlnRiQ Lr IIf �iIAV, f,.ni A° t� rrL IPPILrea4'S'nti Anr�yr'�rt�aLLd ji°a� Yy�IrtF� C d TP�ri PPlcira ,..47r1'�A `h i � Q tl rnuayrl'3t,J'4 `art ` i If an�Pr[h:i u';f'il r Y r _ -1,y!'Jfid'•1�': a d.'• L1e 1 Qb, .1'I rt. TM Pr 71.-� h,I„ 1'1t,7,° - d71P ® rt lfl`utl.IA,r [,,ILuJ.yR{,,'�•0 r' — . j:E ili -u.�f 1 • - i U). EAST ELEVATION SOUTH ELEVATION % SCALE:tH'•1'-P SCALE 1H•a 1'V W W a �_ D W . Iho Lulblr +uru Pt n( n'° r f VaniF e i D'eltti Ju. n n n11 Pu C0 O 1— Q �edn aid yJrS d`0 a e�6:Sr.n'e «h Q1J I. Q Q Z Lr Ilil •fl:i�d �� d.Ji L i .I. - YI r++ ( [. Ir 1 n m'IP a`r aP e IJ2'1 'ue Llrrnr R1 O QQ e� 141"U+ a;'d'a a QVd'r ltie� ,puAP IQ n _ r 1d�'i U' °`�-liff�a5 7 . � .,.ilild 4P�rJ.�/1� n d�Q r QIJ`(I'/'tY a'i J 14d'II' ! a tl I 4,Strn e a a'1 r JL7��+e5+I Pa$.d'rt t['i {I 10 'u t,tl.r tI,P f. Jr"u t�d I, "'° .L�U,f njl Tl rtdT IL�I� , -11.Y W W e O - QeartI_4etl'rJ ad.n u:ip lye ie1 f:' �1 !'e r L � °i'" siiyyar4J2��� 'o y�a'Ir'ari u .. Q12 n O Z Q) V SJ 14�u d r n d 1I ®® .°� renfrni°u"r¢`°',t``n'?'d, I,Ieel+.1h Ifji E'lLU ❑ ny°, o u,d 17.y1 Lfi.�I�iJ,l O�rePJ1'li �eLJ °'drl: q� N ...T 'Ili�rtll°e.itl'yJ`�,�,y'll°II d. h''i'Ql 4 ELEVATIONS y rtnl:d4l dad�e.ltiril'r�lrr:ri!'il. °a R. 'rJlii yayi°T"'v ��°i>` prti° t •�� !i °yr B•T.r{„il;i - Q /J Z Q P �0514 _ o.05.04.06 WEST ELEVATION NORTH ELEVATION C ... SfJLLE:tH'^1'-0' SCALE tl4•=1•4 �� �OFZHE AOlyy Town of Barnstable Barnstable Historical Commission * BaxNSTnsc.E, ; 200 Main Street, Hyannis,Massachusetts 02601 9 MAM (508) 862-4786 Fax(508) 862-4725 1639. www.town.barnstable.ma.us ArfD MA'S A .w 0 3� July 17, 2006 *Z \0 D Cary Grover PO Box 1080 �: - ram" Cotuit, MA 02635 c � Linda Hutchenrider, Town Clerk 367 Main St. Town Hall Hyannis MA 02601 RE: Ordinance Ch. 112, 941/933 Main St, Cotuit Date of application 7/11/06 Dear Mr. Grover, Please be informed that the Barnstable Historical Commission found that the garage at the above location is not a significant building. The Barnstable Historical Commission will therefore not hold a public hearing on the proposed demolition and a permit may be issued by the Building Department for the demolition of the garage. Thank you for working with us. Sincerely Nancy Clark, Chairman CC: Tom Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 'F• kx .J ._ otloe ,of a:.ov lsfo ac Buildin /� =ucure. � � . Is Building/Structure located in a Local or Regional Historic District: YES '.V--`NOS ._yio� PEA 31' 25 If YES, Protection of Historic Properties Bylaw does not apply and it is not necessary to fill out the remainder of this form. PRINT IN INK Date of Application: fl D Building/Structure Address: ` ;V %�CN .33 66 rh 67� Number Street Town State Zip Assessor's Map#: Assessor's Lot#: ADD Is Building/Structure listed on the National Register of Historic Places or on a pending list with the National Register of Historic Places: YES ❑ NO How old is the Building/Structure:` How is the Building/Structure Occupied: Number of Stories: Architectural style of Building/Structure, describe if not known: C1 Material of Building/Structure: ��1Y �9/��' ' Is this Building/Structure associated with orie or more historic events or persons. Please list event, description or names: .Type of Building/Structure and proposed work: 2:�mv zz�(e� Explanation of the proposed use to be made of the site: U e Zoning District: Fire District: Applicant's Name: �L�l� ,�ff�� i a�r004 - Address: �° Numbe Street Town State Zip Owner's Name: AU �� J � ,L'� Address: Numbe Street own State Zip Contractor: F Address: Num er Street Town State Zip Program of Lot and Building/Structure with dimensions: Name:. t 026 3S 2004 leio�. .� Qom- . on a.4- # 9 3 3 ,yam U• 1 . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# Health Division' Date Issued / Conservation Division Fee �0 Tax Collector Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street"Address Q Village L 0`1L Owner ��� c ��_LJG�Q _ Address Telephone 66 X Permit Request 9, E _ ,(Is l if Square feet: 1 st floor: existingp proposed 2nd floor:existing proposed Total new Estimated Project Cost Zoning District Flood Plain Groundwater Overlay Construction Type cw p 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 O No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑'No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing Cl new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION y Name Telephone Number A' F—d� Addre s Q `7 License# A:P&3n) Home Improvement Contractor# Worker's Compensatio # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE FOR OFFICIAL USE ONLY - PERMIT NO. DATE ISSUED -` MAP/PARCEL NO. ! 1 t w ADDRESS VILLAGE - OWNER DATE OF INSPECTION: FOUNDATION - FRAME INSULATION FIREPLACE - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL FINAL BUILDING , DATE CLOSED OUT ASSOCIATION PLAN NO. _ The Commonwealth of Massachusetts ' - Department of Industrial Accidents -- - Ofllce ol/asestigatioos _ 600 Washington Street - - Boston,Mass. 02111 Workers' Cone ensation Insurance Affidavit i i name I location - �j / r� city, phone# ��0 yG �c�(o • Od ❑ I am a homeowner performing all work myself ❑ I am a sole 'etoi and have no one working& ca aces I am an employer providing workers'oampensation for my employees working on this job. : ><<: s nam :..............................:....::.:::................................. ................................ +:•: :•i:•:r•i!:?4}:•i}}}}}}:G:??{•Y:?{??.i;L}:•:::-:-r:{•:??:?Ji:;i?} =}i T}Fi•iTT}}}!}}?}:•}i::C:;::??•i:::;.... �w III III ::. ......................... ...r...n4.n..x..................... r. ...n.v.... ........r..r........ ......... .....:::w:::•::::.....v........................ r.;•.}•.yX. :::: :' >=> •} In ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the c0n=CtOmlisted below who have workers •on hoes. the following ........... .....p°..... ............... ........:...:.........,............:.:.:::.,.:::::..:::.t:.:nv:.t,:.?. ,:.t.::: K::::.::.......,.x::::::..,.,•:::.::.,.::::::;.}.:::::.::::::r::.t.::::..::.:::yrr....•v...'... ::.t.:n::........................,. ............ ........................... ..........r........ v.......r.•:{:n4:{.}•rw::.::J•::.v.:.......•• v}vvv:;?w;.;;........; ..........{..............v......... n.n .........::::r:w:hvnw::::::::.:^:nv::::wnvw:: '{::it�ii'rill:}ii}i}ii'�}:•T}:??•}}}x4:•}:4:4:v:}Y}}:{::::{:::::.v:.vvi:::}:t:v:.v.v:::::::::.v::::•:::::::n•::v:::::::::::::::.�::::. - ...... ......... .... •r•}ist;:;}:i::'r:{:::{:•'.ii:}C�iij?ii:iiii}iiY iiiiiiii}ii>iiTiiiiiiivi:i}':<ii::}:_+si:;:}i;:;:{;::'::.?;.:::ii}::::Yijiii }n }:i:•i:?ri::•iiy:. :i�}?i'}i}{i?::•.{:}$nisi}}ist:`?}::•i'?}.{:??ii::{}{iiiii:%j'r:�::{':n:J:4'{{}>}:4}: ......:....4...........n....... .............. ....................................,.;.:.y.........................:rv..::?:w::::::::�v.�::::•:::.:::.:.:•. }}:??4;::i::::v vn•.::::nfiT:::-0:::::::::::: WrY�Y.I�''L�1L�i'.�:i+'?{v?-v::,••:t:::::::•::•:::.v:.:•:::::�:.�:e;.{ti } .I:v:: .... ..................... ..t....... .... ....t... .... ....... t..........,.. ...........,......-..................::..,...r. ..,x. ............::•r:.v::::::}::................::.:::::ry.:::::,1:.:,?fiind:•.,......,..... 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I • 111 i1/1 •t w • 1 •II :11 • Y,►' 11 111 •_1 1 1 11 11 1 1 I , 1 1 I ties 16 1 1IT, ti 1 ' 1 1 ' lIf I N I I 1 1 1 1 . 1 t„a 4 y a The Town of Barnstable MARL �$ Department of Sealth Safety and Environmental Services Building Division 367 Main Sitter,Hyannis MA 0260I . Ralph Crossca Ott 308-?90-6ZZ7 Building Ccmrnissio-: Fax: 308-79Q-b?30 For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT'CONTRAGTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL a t47.A requires that the "recoustructfon, alterations, renovation. repair, modernization. conversion. improvement, removal, demolition, or construction of as addition to nay.pre-ezisting owner occupied building containing at least one but not more than fbur dwelling units or to stroctures which are adjacent to such residence or building be done by registered contractors, with certain ezceptioas.along with other requirements. Type otwork: f Est.Cost Z;Q206 n Address of work: 7= 7� OD�u r�" Owner's Name �C Date of Permit Appil=lion• I hereby certify that: ` Registration is not required for the folIowing'reason(s): Work ezcluded by taw Job under MAIL Building not owner-occupied —owner pulling owe permit Notice is hereby&=thaw OWNERS PULLING TE= OWN PERMIT OR DEALING WITFI UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBrMATION PROG,-WI OR GUARANTY FUND UNDER MGL c. I42A MG.= UNDER FENALZTF..S OF PER.IURY gMiy for a permit as eat of the owner. K7 Dan ntractar Name Stratioa Na OR Owners jftne Dace �.;zw - ;•�,� .x,§ .r,.. �:., �J ayjvnr�a�wxal(It o uil Board of Bding Regulation B U� ion Place, Rm 1301 One Ashb Boston, Ma 02108-1 618 License: CONSTRUCTION SUPERVISOR LICENSE Restricted TO: 00 . : CS 026325 Expires: 10/20/2001 Number PAUL,J Cn"LL;nUI I- 1555 MAIN S I Mn 02655 l) '1'I?ItVIL,LI , Tr.no: 7665 - Keep top for receipt and change of address notitication. -.:_'"_\_ (%/u� "V/ 0�IIUJI'L0�lLGGk"�C7.f.GlL O�✓!/GCLJJCLG�"LL(�S(�G� !}11 tr_ !I l� 1��� I3C),�.i t1 �_, r 1:BuildingrrRegulations <a.nd �`;L-�incar;�rcl�> %� nne Ashburton Place - Boom 1301. E3w.-;1 on . Massachusetts 02108 I'IorIIF; Improvement Contractor Regishrat"ion I:c;qasLration: 103714 I_.xArrat. on= 7/9/02 Type : Private Corporation tf`\ 4 ............. HOME IMPROVEMENT CONTRACTOR Registration' 103114 I ;;l ll.. 1 .. r r, I rllll.... f ,`s SONS , INC . L � Expiration: //9/02 POW 1 (: > >e u 1 1; c� = � TYPe: Private Corporatio 02 L� ii.idd:iah Ind . P .D . Box 2781 or l.!-_;:;.11`c) MA 02653 PAUE J. CAZIAUEI I SONS, I Paul Caieaull 22 Giddiah Rd. P.O. Box 2 ADMINIS 11An1011 Orleans MA O26S3 I l cHOOL S7 r 1 BA Y ' -- Lc�cl LEGEND --- z 1 50.9 X SPOT ELEVATION I C.B. ® CATCH BASIN 1 — SHELL RD DMH ® DRAINAGE MANHOLE / SMH Qs SEWER MANHOLE � I SAMPSON ISLAND TMH 8 TELEPHONE MANHOLE I LP � LIGHT POLE LOCUS UPL- /UTILITY POLE LIGHT NOT TO SCALE S 7643.24" UPLT UTILITY POLE / LIGHT & TRANSFORMER ' 22 � E N/F — 00 COTUIT INN CONDOMINIUM UPT UTILITY POLE / TRANSFORMER I I CERTIFY TO THE BEST OF MY I PROFESSIONAL KNOWLEDGE, INFORMATION i �• ASSESSORS MAP 35 UP � UTILITY POLE AND BELIEF THAT THE LOT CORNERS, PARCEL 12 0 W OVERHEAD ELECTRIC LINE o EHH ELECTRIC HANDHOLE l DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY ® GMET GAS METER INSTRUMENT SURVEY AND AS SHOWN ON li THIS PLAN ARE I. At 73�52 48" W —GG— GAS LINE /H OF V,4 149 67, GAS GATE Jam. WG ® WATER GATEFIE co • —W— WATER LINE TEST PIT 0 � o PROSSIONAL LAND SURVEYOR DATE N/F SCOTT M. & ALICE H. SCUDDER ' ASSESSORS MAP 35 z PARCEL 100 & 11 78,743tS.F. TOTAL N 79 CERTIFIED PLOT 04'S 4 W20p•51' PLAN AND I PROPOSED tip / \ 2176 0 N RECONSTRUCTED P 76 46�26»Nr � I RpPOSEO DRI�W PROPOSED AY f / ADDITIONS 1 GARAGE W/1 / 182.1' BEDROOM 20 2. iv 00 I SLAB=98.5 CVDR Do VEwAYD ^ #941 � ICv N/F 20.2' N \ FEDERATED CHURCH OF COTUIT PROPOSED ASSESSORS MAP 35 , PROPOSED S.A.S \ \ '� PORCH MAIN STREET PARCEL 14 4 — 38 LONG TRENCHES PROPOSED GARAGE 9.8 6.0' .io r _ ` ) 9 � _�.r �> 03 0 I I Il `p • \ `\ `` J OPOS D OD/7701V / —t , o COTUIT 196' / MASSACHUSETTS 9.6. vi l / M PROPOSED D—BOX ���\\ �J \ EXISTING 3 W 29•g BEDROOM 2 \ J DWELLING TO BE w I REMODELED INTO I (BARNSTABLE COUNTY) PROPOSED `Y A 5 BEDROOM / DECK ,� DWELLING PROPOSED 1,500 r QS j l '0 `v I GALLON SEPTIC 9 TANK / g p- C`` I , EXISTING LEACH PITS 'TO BE S 1 0)0 27 JULY 11 2006 ABANDONED ACCORDII4G TO ` \� 9' TITLE 5 REGULATIONS Q 26. / Q � / EXISTING PORCH !� TO BE CONVERTED C PROPOSED INTO LIVING SPACE CIO p, ADDITION N0) \ , I a� /� ��• ^d PREPARED FOR: i l /N� 3 ALICE H. & SCOTT M. SCUDDER N6 3 2.14'36"W os' s 336yw o / / / 14 ROSEWOOD DRIVE N1 a / PITTSFORD NEW YORK, 14534 co LOCUS INFORMATION BSC G&OUP 8' CURRENT OWNER: SCOTT M. & ALICE H. SCUDDER N/F N/F TITLE REFERENCE: CERT. 173708 349 Main Street, Unit D CAROL C. LYALL ARTHUR J. STAVARDIS / BOOK 18827, PAGE 237 W. Yarmouth Massachusetts ASSESSORS MAP 35 ASSESSORS MAP 35 / / PLAN REFERENCE: L.C. 19802—A 02673 PARCEL 7 PARCEL 10 � � / / � BOOK 141, PAGE 135 BOOK 603, PAGE 13 508 778 8919 / ASSESSORS MAP: 35 Q 2006 The BSC Group, Inc. J PARCEL: 11 & 100 SCALE: 1" = 20' NF / I STEPHEN P. GALLAGHER �o / / ZONING DISTRICT: RF 0 2.5 5 10 METERS SETBAC ASSESSORS MAP 35 D rya / KS: FRONT '15' O 10 20 40 FEET PARCEL 9 � RE R 15 PROJ. MGR.: C. FIELD MINIMUM LOT SIZE: 87,120 S.F. FIELD: D. GAZZOLO / J. McCARTIN EXISTING TOTAL LOT AREA: 78,743±S.F. CALC./DESIGN: P. HAGIST FEMA FLOOD ZONE "C AS SHOWN ON PANEL DRAWN: P. HAGIST / ZONE DISTRICT: 250001 0018 D DATED 7/2/92 CHECK: C. FIELD / OVERLAY DISTRICT: ZONE II FILE: 8803—CPP.DWG EXISTING LOT COVERAGE: 1,494/78,743=1.9% DWG. NO: 5615-04 PROPOSED LOT COVERAGE 3,789/78,743=4.8% SHEET 1 OF 1 JOB. N0: 4-8803.00 �