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HomeMy WebLinkAbout0066 HAYES ROAD { ��� �-�s ��! _� a � 4, . . _ . 3 :. . .. .:. �. {, r .. . ._ ,��F ,.. B �� F - I. .. FIME Tq Town of Barnstable .Regulatory Services 9 $ Thomas F.Geiler,Director Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Date February 9,2006 Kerry McNamara Cape Cod&Islands Property Management P.O.Box 1144 Osterville,MA 02655 Re: Building permit#84645 Permit Address: 66 Hayes Road,Centerville Dear:Mr.McNamara, Please be advised that,as of December 7,2005,building permit#84645,issued June 7,2005,is now,by failure to start construction,expired.(Per Section 111.8 of 780 CMR.). I am returning your$25.00 check If, in the future,you wish to construct the same or a different building,you must reapply and comply with all regulations applicable at the time of construction. If you have begun construction,our records do not indicate that we were notified of the start of any construction(as required by Section 111.15 of 780 CMR.) Sincerely, Thomas Perry Building Commissioner /db exppmt TABLE EIP 21 FEQ -1a91' SW Cape Cod & Islands Property Management "a full service company" P.O.Bog 1144 Phone: 508-428-0503 Osterville,MA 02655 Fax: 508-428-1949 02/06/06 Town of Barnstable Building Division Tom Perry, Building Commissioner 200 Main Street Hyannis,MA 02601 RE: Building Permit 66 Hayes Rd. Centerville Dear Tom " The Building Permit has expired. It was my belief it was good for 1 year, . apparently I am wrong. I have a potential buyer for 60 and 66 Hayes Road. This woman wants me to build her a house on 466, but with changes that will.come from her architect. As part of the deal I need the permit(even though we will change it later). Please allow me to pay, the $25 to renew the existing permit. With the changes she is making, I'll be revising the permit again. Thank you for your consideration. Your old friend who knew you when you were a nobody. Kerry McNamara . TOWN OF BARNSTABLE BUILDING PERMIT r � t PARCEL ID 210 164 001 ; GEOBASE ID 32713 ADDRESS $6 HAYES ROAD PHONE CENTERVILLE ZIP - = LOT PAR B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO// i iPERMIT 84645 DESCRIPTION SIN FAM/3BDRM/ATT GAR } PERMIT TYPE BUILDR TITLE REBUILD AFTER TEARDOWN CONTRACTORS: MC NAMARA, KERRY Department f ARCHITECTS: P O Regulatory Services . TOTAL FEES: $1,009.56 BOND CONSTRUCTION COSTS $214,528.00 ENE , 10,: SINGLE FAM HOME ETACHED 1 PRIVATE * BARNSTABLE, MASS. 039. FD MA'S A t BU ISION BY— 1 1 DATE ISSUED 06/07/2005 EXPIRATION DATE TOWN OF BARNSTABLE BUILDING PERMIT PARCEL, IUD 210 164 001 GEOBASE ID 32713 ' ADDRESS fib HAYES ROAD PHONE CENTERVILLE ZIP - ' LOT PAR B BLOCK _ LOT SIZE DBA DEVELOPMENT DISTRICV CO i PERMIT \\\, 64645 DESCRIPTION SIN., FAM/t3BDRM/ATT GAR PERMIT-�-TY99 BUILDR TITLE RPUILD AFTER TEARRDOWN CONTRACTORS I, MC NAMARA, XERRY Department Of ! ARCHITECTS: P Regulatory Services j, 'TOTAL FEES: $1,009.56 I f -BOND ;, $.00 p1F CONSTRUCTION COSTS $214,526:00 "�� I 101, SIN)3LE FAM HOME DETACHED 1 PRIVATE T BAMSTABLE, " XAS& 1639. ,� I RFD MA'S I ISION BY i DATE ISSUED 06j07/2005 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON�PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR i,ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS ` PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3°INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS,-- ```ELEC,TRICAVINSPECTION APPROVALS J ,o- 2 2 � V `,I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF COW INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING . PERMIT i `aFtHETo,,h The Town ®f Barnstable O� BARNS'rABLE• � Department of Health Safety and Environmental Services MASS. 0 p t Building Division TEo Mn+ 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: _ v Map/Parcel: 2 L I('Ar C� (1 �J Builder: �� I0\'� cXa J— Project Address: nThe following items were noted on reviewing: C v ­79— ln►n�ss 3 lz � Reviewed by: Date: 9 U q:buildinglorms:review Dowling &O'Neil Insurance Agency " 222 West Main Street P.O.Box 1990 Hyannis,Massachusetts 02601.1990 Tel.(508)775-1620 Ad General Fax(508)778-1137 Commercial Fax(508)778.1218 ---------- I N V O I C E ---..------- Cape Cod and Islands Property Invoice Date 05/19/05 Management, Inc . Invoice No. 172254 4 P. 0. Box 1144 Bill-To Code 2CC&ISPR Osterville, MA 02655 Client Code 2CC&ISPR Inv Order No. . 1*38952 Named Insured: Cape Cod and Islands Property Amount Remitted: $ Please return this portion with your payment. Make checks payable to: Dowling & 0' Neil Insurance D e s c. i t"- o nEffective.Date , PolicyVriod C" ',v Transaction Amount"", 05/19/05 05/19/05 CNA Insurance Companies to Policy No. LP14706135 05/19/06 NEW - Street Permit Bond 100 . 00 Invoice Number: 172254 Amount Due : 100 . 00 *Premiums,.R a and Payable on Effective Date* , MAK Page : 1 ORIGINAL INVOICE n �r �P tv, G�C 1 4A- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2AO Parcel Permit# S q (9 o �— Health Divisions/L � Date Issued Conservation Division 111 / Application Fee / < Tax Collector ., Permit Fee 9 y 9 . s to Treasurer 4^ r Planning Dept. s �20�C711 (.�� SEP�4C$ fiENlB� INSTALLED IN COO Date Definitive Plan Approv by PNO Board WITH TITLE 5 ENVIRONMENTAL.CODE ANDSJ Historic-OKH ) 4ation/Hyannis TOWN REGULATIONS Project Street Address �0( l ►co,l�§ s. R Village �X 4 e Owner C M'44"A Address P O • Q©7� I ! cyt 'P, Telephone .fit, 8 0 f 0 Permit Request ID 41M r 1,k !S� Square feet: 1st floor: existing ( ®® proposed 2nd floor: existing 0 proposed 8` Total new.2400 1 Zoning District ge3�veial Flood Plain A Groundwater Overlay At Project Valuation 1200\0 0 Construction Type V-1-00 � Lot Size • a Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family V_ Two Family ❑ Multi-Family(#units) Age of Existing Structure Iq�'c� Historic House: ❑Yes CIA On Old King's Highway: ❑Yes 4<0 Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 3 Half:existing ® new Number of Bedrooms: existingCa new Total Room Count_(not.rincluding baths): existing new �Ca First Floor Room Count Heat Type and Fuel: VGas ❑Oil ❑Electric ❑Other Central Air: 'es ❑No Fireplaces: Existing D New 0 Existing wood/coal stove: ❑Yes 6 No Detached garage:❑existing Aw size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ®'new size .oP, 2 Shed;,❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes _o.___ If yes,site plan review„ _. Current Use_ Re i�est`r Proposed Use t <2 N 5b�r 3(- 6 13 Z BUILDER INFORMATION Name [ �TN Telephone Number Address G �o.,j License'# Cs o q(02 Z G04 --0- 24,13 2— Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTINJ FROM THIS PROJECT WILL BE TAKEN TO k4 b►'L DLO SIGNATURE DATE Jh 11-6-T— a i FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. _ ADDRESS' . v VILLAGE ` OWNER f. DATE OF INSPECTION: FOUNDATION FRAME M INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL co PLUMBING: ROUGH F- FINAL' - GAS: ROUGH f19 FINAL ' ... M " FINAL BUILDING S d DATE CLOSED OUT N E ASSOCIATION PLAN NO. RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 ` Residential Addition $50.00 - Alterations/Renovations $50.00 Building Permit Amendment $25.0.0 FEE VALUE WO ET NEVV LIVING SPACE 2 ^l square feet x$96/sq.foot- x.0041= 4 plus frombelow(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= _ Plmbelow if us fro applicable) GARAGES(attached&detached) s 4 2 square feet x$32/sq.$._ 4 4x A041= ACCESSORY$TRIJCTURE>120.sq,.ft >120 sf-500 sf 1 `$35.00 >500 sf-750 sf 50.00 • >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same.ss new building permit: square feet x$96/sq.foot= x.0041= - STAND ALONE PERMITS ov Open Porch ,x$30.00= 4 J (number) Deck x$30.00= r (number) Fireplace/Chimney x$25.00= M (number) Inground SWimmingpool $60.00 ' Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee 9 b 9.. Projcost Ftev:063004 The Commonwealth of Massachusetts -- artmen De "t of Industrial Accidents - P , I Office oilnuesUgaYans 600 Washington Street, 7`h Floor --- ,� Boston,Mass. 02111 Workers' Compensation Insurance Affidavit: Buildin /Plumbin /Electrical Contractors 3 name: A0,,V,A ` I address: 1S.4 I P,We— t � ci �1'l�Ca 1 M state: zi : 2 phoge# - 2 workgfe'location(full address): Lot., ot D "ieA. f—ID E!fI am a homeowner performing all work myself. Project Type: (E'New Construction❑Remodel ❑ I am a sole proprietor and have no one Working in an ca acitY. ❑Building Addition 4 am an eoyerprovidinpTworkers' compensation for my employees working on this job. �m�l .,gam x'. i � � ra :•+ '�r s. 0 14blll'Y�l€$Ifr18'�e`, ��� c .ay �: 'to `� �•��x, .-..•.t,� ..,c �'fey �...��„t✓ ..,� at� ..: h ry J T tx F �;:` �. f.� ;"�sk�^+}yt. ,w/ yy�, a•d � .. .... r. �"�1tS�3f3�f1'Ce:��, _ ��.�.'. '3 .fin:s�.0��'''• a:.� rd. ° ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers compensation polic es: t°nk F 2 it`h 'v�!�.++'^ "fiLr 0. l Q3i3UAny n t.::,.. >. ' e h�3diesS�� Y .;� `�'t-3x5 �w^ ,r..S.�x v .r zAart-�..C�,w•.�� �t"r:. � p _ � :i ` E r B i YlU3'��St..4•, `' ic- ai..i ..a,:�,,..,n.e.,v�. ..t,..<..a:.tfix^ �� .�. .x.:.d:,, �.,� „g.; 4f :Y 1 III'Si'I.�Tf��..GQ'ii!..-,, s .::. r.....�..,., ., .•.;�:.....- i.�... .... ... .. ....- t QL.t. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement ay be forwar d to the Office of Investigations of the DIA for coverage verification. I do hereby c fy nder h i d penalties of perjury that the information provided above is true nd corr et Signature Date Print name Phone# 5b) official use only do not write in this area to be completed by city or town official city or town: permit/license# []Building Department' ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office []Health Department contact person: phone#; ❑Other (revised Sept.2003) - Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire,express or implied, oral or written. f 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 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns 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. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street,7`h Floor Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext. 406 k I780CMR Appe dis I Table JS=b(continued) prescriptive Packages for One and Two-Fatuity ResidentW Buildings Hated witbFIMSI Fuel MAXIMUM MINIMUM Wall Floor Basement Slab Heating/Cooling e Glazing Glaung CGIB perimeter Equipment Efficiency' Ama'(%) U-valuer R-value' R-value' R-valuer R-w� 6 R�ue, Package 5701 to 6500 Hating Degree Days' Normal 6 Q 12% 0.40 38 13 19 10 6 Nntmal R 12% 0.52 30 19 l9 10 8S AFIRE 6 S 12% 0.50 38 13 19 10 NIA Normal T 15% 0.36 38 13 2S N/A 6 Normal U 15% 0.46 38 19 19 10 NIA 83 AFUE y 15% 0.44 38 13 25 NIA 6 85 AFUE w 15% 0.52' 30 19 19 10 NIA Normal X 19% 032 38 13 25 NIA NIA Normal y 18% 0.42 38 19 25 NIA 90 AFUE 13 19 10 6 Z 18Ye 0.42 38 6 90 AFUE AA 18% 0.50 30 19 19 10 I. ADDRESS OF PROPERTY: '� Q 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLST 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(93 DIVIDED BY#2): L. 5. SELECT PACKAGE(Q AA-see chart above): -- - NOTE: OTHER MORE INVOLVED METHODS FOR THIS O DETERMINING TERMI ING ENERGY REQUIREMENTS ARE AVAILABLE. ASK BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a b 780 CMR Appendix J Footnotes to Table A2.1b: " Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area, expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 fl of glazing area. Y After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. The ceiling.R-values do not assume a raised or oversized truss constriction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-fimhe or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. S The floor requirements apply to floors over unconditioned spaces (such as unconditioned crawlspaces,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 meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. . For Heating Degree Day requirements of the closest city or town see Table J5.2.1a NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. 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 requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the,component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 ! , NSTAR One NSTAR Way EL EC TH/C Westwood, Massachusetts 02090 GAS 1 j j L I May 6, 2005 Kerry McNamara PO Box 1144 Osterville, MA 02655 j jRe: 66 Hayes Road, Centerville Dear Mr.McNamara: In response to your request to disconnect electric service and remove the meters at 66 Hayes Road, Centerville, I issued NSTAR work order number 1447474. The due date for NSTAR to complete this work, so that you can safely demolish the dwelling, is May 25, 2005. Please contact me.if you have any questions, or if you require any additional information. Sincerely, Nancy L. Allen Customer Service Engineer KeySpOa Energy Delivery �y(7ca�1(i y 177 Whiter,Palh SUUih Yarmouth,Massachusrlts ozcc4 March 24, 2005 Cape Cod and the Islands Property Management 381 Old Falmouth Road Marstons Mills, MA 02648 Re' 66 Hayes Road, Centerville To Whom It May Concern,. This letter is to confirm that there is no natural gas service to the above referenced property. If you have any questions, please call 508-760-7530. Ii Sincerely, y 4 Steve Jacobson Field Supervisor Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTF:RVILLE,MASSACHUSETTS 02655 ��E 04, OFFICE OF w BOARD OF WATER COMMISSIONERS V WATER F�i DEPT. WATER SUPERINTENDENT TEL.No.508-428-6091 ONS FAX No.508428-3508 March 28, 2005 To Whom It May Concern Re: House#66 Hayes Road Centerville,MA Mr. Kerry McNamara This letter is to inform you that this Water .Department does not have a water service located at #66 Hayes Road in Centerville. This Water Department had no knowledge of any possible private lines to any other areas on this property. If you have any questions,please call me at 508-428-669 L Ve truly yours, Herbert L. Mc5orley Assistant Superintendent HLMCS/jw Y 06/06/2005 ION 10:50 PAS ?002l002 " . ONSTAR - JunA d,2itiQS . Kerry McNamara s PO Box 1144 F Ogmille,lMA 02655 Re:66 Hayes Road,CmDuAlle,MA° NSTAR'Work order Number 1447474 Dear Mr.McNaM2aa: . The pugxy a of Ws tatter is to eonfim that the electria service and meter for the address ttferw w above have beep,diseomnocted"removed, Please feel free to Cali me at 781-441- 3365 if you havo may questions. Sirrc�roiy, N ancy L. l lep Customer Service l?nginvor "' Bohm y SC CALM 2003 DESIGN REPORT-US Amy.Jure 03)200515M Double 1314V"x 1$ VERSA- AM®3100 SP F1W Name: BC MC I Mieit:REW Jon Nsrm: OWripWn:RIDGE Addrsts! *"after City.Ott►, " k, Onipmr, Jae Madera Customer. Compaq; Shepley Wood Produc% Code 3 arras IC910 5512,NER bat) Mirmc 1�oetnMra rase-aa ue►3 9r i �-�- 3 00 Ibt 4L - 3000 Its L L 1977 be ix 9677 Ibb UL Total Hvrvohtsl LwCM-2" -0p Conatl Data Load Sutnmat`tr vendor, us Imi KWt ID t wrAp2lorl Load Type Rat• start End 'hype Valrm TKIs. our. & 8*4ard Load lint.Aret heft _ 00�0040 2003 00 Uvo 30 psf 10.00-M 115% Member Type: Root lleatn !}ead 16 psf 10.0W W% Numtur of 60ans: 1 Len Crosft"r No Co"We sliumtnary tight Cantilever. No Control Type Value %Atbwable GutWao Load Ow 5P=Locaftn Slope: Of12 MoTrwnt 93=1 ft 1b8 43.6% 116% T 1-liftmal 'Ceiba 40.00-00 Nog.Moment O f 4a nla 100% _ tart': End Sheer 3WM lbs 26.4% 115% 2 1<Left Total Load Deft. U483(0*4W 37.1% 2 - 1 Lin Load Dell. • U7r50(Q.31A 31.-M 2 1 live Loon 3e3 pal Max boll. 0AW 40.6% a 1 Dead Lost 16 per. N Par6don toad: 0 0a' tin meet Coda tn$thl9UM(U19(l)Toual laud d6lb don orM& DY Mtivn; 116 Ds4n meets Code mIrOmarn(6240)LW loo deftWon criteria. biraolcr;ufa C1eato rnaeb wbr&ary(1a)M hom.load&fledw Cr116T1a.. Minimum ba t9 tenj1h for 00 Is I—W. 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DFR. —M 1J00 iWafl U0 PU17iY aw �.L �wtot Imem so 15 TC 0-134 V 49,901 1 ?988 ft M1120 4tlD/129 TG674 7J9 Wm*w Inre , 1 15 9C 0.91 VC� -0.43 2-12 >7V I80 f: BGII 00 ' f wP Saawe 61at YrA Y a78 Horz1TW 040 9 Ns NO _ VGDL 1911) Code BOWAb 06 tMmtr+a<1 WaW-.10t3 lb A9Bt Mot T1',lp*ROAD .t 314 OPP 2100P 1.89 "6ao • 70P C t�ORD $hq%?wd w 4-0.4 as pur�ea. � 1.4 2 x 4 SPF 2400M @ Qtl.Q 2 X Spt`7400P x, 0)f91 CHORD Ind QWns d1nm*0000106 a 1.4-3 ae btadit, WrCMt)RD .2114$PP I"UP 1.SE W SOF 11-112 2 X 41 op"14 y10 2 X 4 6PF•6 Stud Otpi1 o7tOflea 1��Ier 2—19ZVO-",80 1022M-8-t1 W>M,JM,ft2=•58jjppoad else 4) 2 m.798(loe0 ceae 6).9�498 M Lase 7) �Ip�,� l •flrwc load Case�y� 7•QP C)S0� 1xa.B9,2.9m-28yBi�-4=•7.tl78.R+So•214T 5�e•x1d7.8.7wc.8319,7.flv.2B72,8-g.a� OOTORM 2.17=2107 t 44*210#7,12-14-2101,6s),5>y-13",11.15a130iEt,91-10-11M,W-18m1a6®, 10.17rr11011,1748_2109,81 w�10T vM10 3•lYa4tl7,tl•1Z�1G2Rrtl•10� 084,rs/0.•�d6Y 1 nYNn W%1 748;120tuoh;hnatlta TCOtL�4.2f:50A.0tl.rot V,.33 rr It&0 CletMMbO.'9AM M�w end zone; k and ht w4���ad tllsnber 17aL=t.g3 plrllo 0Ap vRLdt . at a,d!•h en dQ.0 pst s rW www toad. g 0 00=19d snow load*hx o"mohsidwa!to VAP$pt" 41•Thfa tA►sa hat bean OIW9wd for a Pwa Load of 220.Opa4sin#a betMm ehaW in ah ames With a cWmn"tmo�•than 1t fa0 betweenq�YptiMfl!0&4 and any adw inoattem 51 PtwAb mw$fim 0- eonhedlan lby ai m m)of tm to Sestina 016%wwaWa of wlthetendhla Tt)8 fb wift at W mz 2 and 7913 41" p-watliteusW Aeombor met tl*v model Was used 91 the a Wy*and d eaten of Oda teWes. , tOAb (� Etsnderd PIMCIN ICMINQ 4-W5V 0 a(� t19 0P 60d74 tl7 10.3'va ;' . 93170 914` OWAL r du1l118,2903 p�Q�+rv-5.dh�wa0oaawsr.r....1ewW►14eir+sepb,rtrasrr�rwtars9l�alferdila4�wmtruWlrw:iat�sroarMuae. - _ p�,��,,,wOwaraeu�N2,RartsA,ler,,.d.iw,�neaMYbpbboeca�.,t upM 1�,w.s.aaf,rrn m+sene..a1� 'aaamlYdoes r i saga01'Yd"a '°"te '°rosrf motelikb rdwa 1} al nId onasd � eTeLLr� 1:5. C•A 531bS A3-163F•I-- Wd;t :E 'e *Wnr. I n . Mu1P3�Loadod RISC 8th Ed ASD I Ve3r 5.91 b I3y:JpE i�lAOSRA ,:iH6Pl�OQ PRQpUCTs03 :3:07:47 PM F'ro6ect: .Lin: ; S anAN W1 ax=a<20.68 FT(13.3 4 13.31 LL ;3ecilon Adequate By:67.8% Cor"lirg Faftr.Momnt Left Spar)Duns: Deed Lmd: OLO4 1t:* 0.06 IN LJve Load: L LD-Loftm 0.1e IN at LW- 9 r0*Al Load: TLO-Left= 0.23 IN a U7W C�►Oea spar)I)w6*c6ans; Dead Load: OLD C mtw= -0.03 IN L hm Load: lLD• entetr- -0.07 IN= gq 1`otec t %6: TI- tem .0,10 IN m L/1862 Lest End 12eea$pngr(Support A)- live Load: LL Itarn-AS 6532 LB taad Load: TLC 8091 LBooW]lvalre LaMth Rinuired(9aam only,Support wPaOty not OmOtad); SLAW 0.7$ IN Caror @pan Left End Resc Wns(Support PI); , T8I�ave t.108011 LL-Rzn-I3m A3a1 is eRd toad: DL-trclt 8= 3w Le Total Wed: TL-Fm$-- 13107 La Heerinp Larigm Required faeam ontr,support capaci(y not i><'nsolr"; 6L-S= 0.75 :. IN Canter open ftht End ReAcbone(-Support C): Live Load: L"bm-o= 0 LN Dead t rsarrl: -2411 t.6 'Festal Lood: ado LB 149ta-f7ea Ign For uplift 1 -1173 600na Lanpth RerfuM(902M only.SUppod capedy not rvgced): BL-c* 0.011 lhd O*W Load VpliftF.S.: FS= ,1,6 Boom era aa: Loft SpannLenoth; L1= 13,33 FT Wit Span Unbreoed L,em#rTap of Beam: Lu1 To 0.0 Fr Left Spa"Unbnaced Lwmt )o tnm of Beam: 'Lut-Bottom=' _ 13.33 FT �.arlter Lenaft.. L2,- 13.33 FT (Water span Unbrowd nte Le�tptli~T of Beam: LI2 TOW 0.0 FFr).er span Unbraced L*rtpt1=M of Beam ill= F1* (,ire Load Dabod.Crtieria: Total L®ad Deflect.Criterda: ' LL// 240 tan Span Loodin0: Worm Load , Live Load: wL-1= 1126 PLF Dead Load: WW= 44 PLF' ' tleanr 3elEYiFeigtrtt: B5vv= 22 PLF 'Prato)L*od' r art 1- 1662 PLF Center span t oardov-- UrNarm Los# L Lid wL-2a, 0 PLF, Dead Load: wD-2= 0 PLF Beam Self'W"hr stow-- 22 PLF Tofsl Loads wT-2- xz. PLF Proortbimlior:W1pai2. A38 Modulus of Ekmbw. BBDW K 61 Deoth: : d= 10..17 IN Web Thicicne5s: twm b.2a IN Home Wrdth: bit 5.75 IN Flanme Thidvim; UP 0.35 IN Direanm to VWb Toe of FOWL k 0.7$ IN 94*mwd of Inaat4a About X X Axts: 118.0 IN4 Sechm A+Ieadulus About X X Aft 23.2 IN3 ftaduss of C�yI-IWn of Corrdsroion;Flmdc*113 of Web: ' rw 1152 IN [morn Properties wAISC Steal Cr $Uuc6.=Manual: P►larlpe Suafdinp Ratio: 1^BR- 7,99 Mkwable Reno*8aaklfrl6 Raft: 10.93 Web Budding 6tatlo: WSFt, 42,38 - lftwaw Web Baoldlma Ratio: AWBR!t 1063� Contralinq Unbraeed Leroft Fr Lamopr Untmod Lonl4th for Fb=.®6"Fy: LR= 01009 rr L3mitinn Unbreced Lor psh for Pb=.6'Py w/Ob. Ww V42 FT Moment etedlent Bendiro Coefttoient: Cb= 1,9 Agvwal*11;per ASD Eqn F1.8: F1-" 14.62 . .KSI AUlvirsble tb perASD Eqn F1-7: F1 7= 15.35 K$1 NAW114^fb 0or ASO Eqn F1.8: F1-8= 15.27 KSI Giask urrnt of AsD Eqn Ia -6: I L1-ox 15,076 FT Mowable gendina fBttwe: Flaw 15.27 KS1 1'Veb HeVhtto Thisimm Rol+: hRw= 39A 7•a ��:'ht.7 � S3� !.3'Id31•iS WdOb•�� �0t�'£ `!\4"It . t 'Pa. e:2 MWI&Loaded Seantl A{9 nth Ed AS01 V4W.5,01 h By.JOR MADERA ,StiEPI-EY WOOD PRODUCTS qn:W>Q3.2005:3:0 :0 PM Prole ,uceoon: . i_imibn4 Web HeiAIM to'Th;n&ness Rota for Fv-.4'FY. h/iW-Limits 6&3 Nlovvebb Shear Stress: Fv- 14.4 KSI Deslpn m ireme�CanmOson: Ilantnel MomsrA Strength: M►= 2991 FT-LB Contraliing Mmrant,: Its -17MI F r4JB Over PJaht 5t ouit of Span 1 (Left 9p5 I +rM;ml tnom9nt cmated by combining all dead loads and live loads an spsri(a)1,2 IVvminm,Shror 6trengtre; Vrr= 35146 LS 'ft' M"'Shear: V� 11730 I.B 93-%Fltrea+n Left: +port of Son 2 I St ah? , Crltrt al sto ar cr by cxr bining at doed loa is and We I O an span(3)1.2 IrO mend of lrserda: I" •43 " IN4 I� lie W4 . K c _i �nx MI ,0-d3HS WdTt?:E •E ,'Nnf L•a �fNE The Town of Barnstable*. BARNSTABLE. Department of Health Safety and Environmental Services MASS. a p2 2639. Building Division rED Mpy 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: v Map/Parcel: r� Project Address: Builder: win items we re noted on reviewing: e folio _The g - - V ' , ,.. V II cur 4 a P Reviewed by: Date: _ q:buildinglorms:review Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:. 118118 Board of Building Regulations and Standards Expiration: 2/1/2007 One Ashburton Place Rm 1301 - Boston,Ma.02108 Type: Private Corporation CAPE COD&ISLANDS PROP fLLMN RMKTY MCNAMARA. . .. 695 BAY LANE � ...._� re, CENTERVILLE, MA 02655 Administrator Not valid without signature � 4 ✓�ie Vi oorvnzaizureal� a�./�faaaac�ucaetta t4 BOARD OF BUILDING REGULATIONS l License: CONSTRUCTION SUPERVISOR a Number CS, 046282. F y t Birt harm 02/05/1.952 Expires 02/05/2007 Tr.no: 9253.0 Restricted,lGyrl` KERRY M MCNAMARA `" PO BOX 1144 �s, OSTERVILLE, MA 026r55`"" 4e Commisslorier I 00-.35,000 cf enclosed space (MGL C.112 S.60L) 1A-Masonry only j 1G-1&2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DIG SAFE CALL CENTER: (888)344-7233 05/10/05 To whom it may concern; We do want to demolish the house @ 66 Hayes Rd. and rebuild. Tha ayo ( L qe amara rn Workers' Compensation and Employer's Liability Policy ON NorGUARD Insurance Company - A Stock Company 4 INSURANCE Policy Number CAWC617078 Af GROUP O � � Renewal of CAWC505777 R 1 NCCI No. [25844] [1] Named Insured and Mailing Address Agency CAPE COD & ISLANDS PROPERTY DOWLING & O'NEIL INS AGY MANAGEMENT, INC. 222 West Main Street P.O. Box 1144 P.O. Box 1990 Osterville, MA 02655 Hyannis, MA 02601 Agency Code: MADOWL10 Federal Employer's ID 04-3124157 'Insured is Corporation Risk ID Number 000096431 Locations Other Than Above (1-1) 381 Old Falmouth Road, Marstons Mills, MA 02648 [2] Policy Period From January 15, 2005 to January 15, 2006, 12:01 AM, standard time at the insured's mailing address. [3] Coverage A. Workers' Compensation Insurance - Part One of this policy applies to the Workers' Compensation Law of the following states: Massachusetts B. Employer's Liability Insurance - Part Two of this policy applies to work in each of the states listed in item [3]A. The limits of our liability under Part Two are: Bodily Injury by Accident - each accident $100,000 Bodily Injury by Disease - each employee $100,000 Bodily Injury by Disease - policy limit $500,000 C. Other States Insurance - Part Three of this policy applies to all states, except any state listed in item [3]A. and the states of North Dakota, Ohio, Washington, West Virginia, and Wyoming. D. This policy includes these endorsements and schedules: See Extension of Information Page - Schedule of Endorsements [4] Premium The Premium Basis and, therefore, the premium will be determined by our Manual of Rules, Classifications, Rates, and Rating Plans. All required information is subject to verification and change by audit. (Continued on another page) Total Estimated Policy Premium $ 1,230 Total Surcharges/Assessments $ 46 Total Estimated.Cost $ 11276 INTERNAL USE Cc c Page - 1 - CAWC617078 Inforn Page —'Date : 01/06/2005 WC matiomatio A MANOTE 16 South River Street•P.O. Box A-H•Wilkes-Barre, PA 18703-0020•www.guard.com 0 -- 0 n , y n u n SDI n n Effective Date: May 19th, 2005 n -- n u Western SuretyCompany LICENSE AND PERMIT BOND n IF KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 14706135 n n 71 That we, Kerry McNamara n u n u of the Village of Osterville , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , as Obligee, in the penal sum of One Hundred Sixty and 00/100 - DOLLARS ( $160.00 )� lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Build single family home at 66 Hayes Rd. Centerville, MA 40' frontage by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until May 19th 2006 -, unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of th mays,from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh , -dPbn �lieved from any liability for any acts or omissions of the Principal subsequent to said d �d o number of years this bond shall continue in force, the number of claims made against t60. , and ber of premiums which shall be payable or paid, the Surety's total limit of liability A&41 not be cumulaX1rfrom year to year or period to period, and in no event shall the Surety's total liability n fob amount set forth above. Any revision of the bond amount shall not be cumulative. n 7ON tip Ilk Dated this 19th day of May 2005 oLaw r u n n r J rincipal P n n r Principal r Countersigned(where required) WE S E N S U R E T COMPANY' ri 9 fi G BY BY Resident Agent Paul T.'Bruflat, S for Vice President ff n Form 532-5-2002 n v n u 6 J 0DG0CDCDCDED0000000CX3o W E S T E R N S U R E T V C 0 M P A N V 0 N E 0 F E.—A'S OLDEST BONDING C 0 M P A N I E S - 0 ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 19th day of May 2005 ,before me,the undersigned officer, 11 personally appeared Paul T.Bruflat ,who acknowledged himself to be the aforesaid V officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such B officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. r �roarorororororororororororororororrorororororo 4 u i D. KRELL fl 0 A-� '6 g I SEAL NOTARY PUBLIC SEAL p n i�SOUTH DAKOTA�p otary*""-Public!-South Dakota' �rorororo44rorororororororororobrororobroro My Commission Expires November 30,2006 r u ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of ,before me personally appeared known to me to be the individual _ described in and who executed the foregoing instrument and acknowledged to me that—he executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) SS COUNTY OF On this day of ,before me personally appeared who acknowledged himself/herself to be the of ,a corporation, and that he/she as such officer being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public r u r u r u E., r r O W cd u U w z A r O w 'd u o r O z. r U a O O w n r -Cd 0 - - - 0 f Western Surety POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin,Wyoming,and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,all of the following classes of documents to-wit: Indemnity, Surety and Undertakings that may be desired by contract, or may be given in any action or proceeding in any court of law or equity, policie mnifying employers against loss or damage caused by the misconduct of their employees; official, bail, and surety and pttl� g fidelity bp in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and waiv .,o pe or extend any bond or document executed for this Company, and to compromise and settle any and all claims or de*ds Q r e rst against said Company. ggs rn Surety On further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety C l y duly adopted ark Fiw in force,to-wit: o� Ali olicies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corp � ja' 6rhpany by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers �� $ # f irectors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoin eys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 19th day of May 2005 ATTEST WESTE N U R E T COMPANY `.�) . By Assistant Secretary Paul .Brufl ,Senior Vice President STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA On this 19th day of May 2005 before me,a Notary Public, personally appeared Paul T.Bruflat and L. Nelson who, being by me'duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President and.Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. tg�g�gh�yyyhhgyhy�h�hyy5y t s D. KRELL s I S A NOTARY PUBLIC(SEALWSOUTH DAKOTA s Notary Public My Commission Expires November 30,2006 Form F1975-4-2002 QUITCLAIM DEED WE, KERRY M. McNAMARA and DOUGLAS J. AHERN, Trustees of R.C. REALTY TRUST, . under a Declaration of Trust dated October 19, 1995 and recorded with the Barnstable County Registry of Deeds in Book 9891, Page 127, with a mailing address of P.O. Box 1144, Osterville, Massachusetts 02655 for nominal consideration grant to KERRY M. McNAMARA and DOUGLAS J. AHERN as Tenants in Common, with a mailing address of P.O. Box 1144, Osterville, Massachusetts 02655 with QUITCLAIM COVENANTS, That land situated in Barnstable (Centerville) in the County of Barnstable and the Commonwealth of Massachusetts, known as 66 Hayes Road and further described as follows: SEE EXHIBIT A ATTACHED FOR LEGAL DESCRIPTION For title, see Book 16397, Page 220. WE, as Trustees of R.C. Realty Trust, hereby certify as follows: 1) We are the trustees of R.C. Realty Trust; 2) The Declaration of Trust has not.been altered, modified, amended or terminated since its recording at said Registry of Deeds. 3) That said Trust is still in full force and effect and has not been terminated. 4) That I have been authorized in writing by the holders of 100% of the beneficial interests of the Trust, none of whom are minors or incapacitated, to transfer the property located at 66 Hayes Road, Centerville, Massachusetts for nominal consideration and to execute all documentation required to effectuate that transfer to Kerry M. McNamara and Douglas J. Ahern as individuals. Property Address: 66 Hayes Road, Centerville,MA 02632 EXHIBIT A RE: 66 Hayes Road,Centerville,MA That certain parcel of land situated in Barnstable(Centerville),Barnstable County, Massachusetts,together with any buildings thereon situated,being shown as Parcel B on a plan entitled,"Plan of Land in Barnstable,Mass.(Centerville)Prepared,for: Merton B. Tarlow scale 1"—20', May 22, 1984, Cape Cod Survey Consultants, 76 Enterprise Road, Hyannis,MA 02601,"duly recorded with the Barnstable County Registry of Deeds at Plan Book 384, Page 81. Parcel B contains 22,419 square feet, more or less,as shown on said plan. Subject to and together with the benefit of the right to use private way, as shown on said plan, for all purposes for which ways and roads are commonly used in the Town of Barnstable. Subject to and with the benefit of all easements, restrictions, encumbrances and agreements of record, if any there be, insofar as the same are in force and applicable. Subject to and with the benefit of restrictions and agreements to impose restrictions on other lands, set forth in the deed of Stanley R. Doane et ux to Benjamin Kepnes et ux, dated December 18, 1956 duly recorded with said Deeds in Book 962, Page 242, if any, insofar as the same in force and applicable. The Parcel referred to above is conveyed together with an easement in a beach area in common with others entitled thereto for all purposes for which beaches are commonly used, which beach . area is bounded and described as follows: SOUTHERLY by LOT 4 as part of a plan hereinafter mentioned, forty-seven and 41/100 (47.41) feet, more or less; WESTERLY by thirty(30) foot right of way as shown on said plan;and EASTERLY by the waters of Wequaquet Lake. Said beach area is triangular in shape and shown as an unnumbered parcel north of LOT 4 on a plan entitled"Subdivision of land at Wequaquet Lake, Centerville,Mass.,belonging to William H. Hayes, scale 1"—40',July 1937,Nelson Bearse,Civil Engineer, Centerville, Mass."which said plan is recorded with said Deeds in Plan Book 61, Page 85. For title see Deed dated February 13,2003 and recorded with said Registry in Book Page BARNSTABLE REGISTRY OF DEEDS WITNESS my hand and seal this 261" day of September,2003. For C. Realty TPst c K r . McNamara, Trustee Dougl s J. Ahern, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss September 26, 2003 Then personally appeared before me the above-named Kerry M. McNamara and Douglas J. Ahern, Trustees of the R.C. Realty Trust, and acknowledged the foregoing instrument to be the free act and deed of the.Trust and as individuals as aforesaid, before me. Nota ublic: nley P. Nowak My commission expires: July 22, 2005 c VO �. N ,lid, C P 5 Z C6 J 12 �uvM ,, z C C-)n � a-t-C G C)f 10 I10' 6 Q v N =2x,2 rafters @ 24"oc, ga FBI carp[ x 1 3/4"LVL ridgebeam J i tnr 1 - own at end walls 32"36-3 6" al 47 IseSMOKE ETECTORS ^J 31r21' �9EVIEIN lam cape[N _N a 1. 5 O s.e. Hall . cathedral Type B$ x�B NS BUILDIN pT ^°°°° mPDATE Bedroom#2,Carpet Y T left detecro - Type Lq`.pYO .tlQil FIRE DEPARTMENT DATE � i S. L 4'8„ ✓ 1 90TH SIGNATURES ARE REQUIRED FOR PERMI'r;!G " T-g" r .,....... edge of stair opening- Loft m 20' carpet 19' . . . . . i Bedroom#1 I N 2wtd;.1,ndrr carpet r closet _6_6„ _ �!P1 S_2 Im . a flata cm s S Bedroom; thedral CO!,@ 2'6' N - - - - - - -- --- -- - - - -- - ---1 10'_9" �M,tl10,_8„ 3 1/2„ i r-- - - -- ----- - - -- - - -- -� 1 28, 14' 1 31/2" econd Floor Plan Plan Tvoe-B Floor.4 a • 89 stL 1 b close 8 1 I I vent vent I rawly ace. 1 I unexcavated �-9--� 2"concrete slab I I lo_pl Terrace on 6ml poly. i i •� 'x La � ` i i 12, 43v2 .S ''a[ 0,•-111 2' i1• I I 20, 1 1 1.91 1 N shower ra I I O - ; - MBR floor cantilevers 12" liaenl I a w 14 into garage area 3 r;•� rz� �� ryd tT I L 1 1 r_811 1 1 6 16'_411 � W V2^. I_ I - --' IiI 9�_-e• yIlo', �I_ KI-lIt cheIl 1 0 1 ae� I 3'- - - -- -- -- --- - - --- - - - c I access hole 7'-10"foundation wall 3. 10"x 20"footings 5/ Waloard 4'-0"foundation wall wsaedtdlingo garage 10-x 20"footings I I I OR c Le d Ga. raae I wood floor _ N unexcavated I 1 1 N ' IJ ' 4„ I 4"lall ilco � mlm m 1 concrete slab y column on I e C l0 4 tom I on 6ml poly. I 36"x 36"x 12"footing 1YP I _ x I I I I I I beam pocket (- -1 steel beam W l Ox22 " O N "d I If - control oin[ I bol I I 1, 1 2^ 3 E^ _ nt _ ted connection I :1'4 I - - - - - to center post —� 1 - - - N 1/ t l - - - iaf I O - J. ItI s I 7 t , II " I L1 beam pocket I Garage 10'-4 13'-4" 13'-4" 81 I» ameks sQ ;; - Itn - eeteaor - . . . . . . v Basement ' A 1 I I I aetatl� 3r/Z concrete slab 5'-6" 5'-6" F E on 6ml.poly. - -, I a m m D wood N z-s J� i� 4 rebar Livin room x�r top and bottom of I Furnace Area 1 J 11A "Simpson"door 2834 Q a foundation walls I field verify a I # w/2-1 „ wood floor �? Ir I -1 ar a all sn . . A a. 2 F7702 sidelites p g aptie holes with'rodfin i -J 1 1 g to and � 3 3 _ I4� 8'-6 L-- - -� 1� } dampproof exterior of foundation walls _ - I I• W .strap ties 4'o.c. A ti m N Nm l � L - - - --- -- - - -- - - - - -- - - -- - --I °= I - - 2r i - - - -11 - - - - - - - - - - - -- - --- -7.- - - -- -- - - - - - - I - - - 28 y ' I Plan T e-BEoundation Plan 1 6�. I O 26' 2, - - g'_411 61.��,y First 3-pt2x8 girt for deckFloor Area Porch _ 12_sonotubes Floor Plan Plan Tv e-B A�3Ts—ufn —sq f- - - - - � --------------------- J- --- 9 �j 12 r-- with Fypon m and eys Louvre ` e� with Flat trim and keystones no cutout required 12 �'° BE17! 64' I- 4 244DH2840 2440H2840 244DH2840 44DH2840 i 244DH2840 24401-12840 _—_—_—___-_—_—_— —_—_—__-—___—___—_—-—- -—"—- A21 A21 A21 A21 I -_ C235 LF.. 611L FWG6611R ------------- __—_—_—_—_—_—_—_—_ LJ___—_—_—_—_—___—_—_ i — ——— — ————T — — - - — — — — — —— __ I I Left Elevation- B left I ' Rear Elevation-B left Window Schedule Q ID Make Model R.O.w x In Notes/Remarks 6 18' - 6"I,u I 1 2 Andersen FWG6061IL - 6'x6'-11" sliding door 1 3N Andersen A21-3 6'-11/8"x2'-5/8" casement 6 y 11 6 1 4 Andersen FWG6061 I 6'x6--11" sliding door I 12 I 1 B Andersen C235 4'-1/2"x3'-5 3/8" casement 8 Andersen 244DH2850-3 8'z5' — double hung \ I I u u decorative nonventin no cutout re garage truss TypE,B I _ - _ 2 vF Fypon 660808 2'-6"x2'-6" 9 q ' N v N I 3 F Andersen 244DH2846 2'-8"x4'-6" = double hung S \ N N .0 3 G Andersen 244DH2846-2 5'-4"x4'-6" double hung 12 J `m 4 E Andersen 2'-8"xl'•7" — basement utility verity size v Section D \ I A 6 C 244DH2140 2'-8"x4 double hung N N 9 H Andersen A21 2'•S/8"x2'-S/8" casement X to X I Review ell rough openings and quantities before ordedng N I I ______—_________—_—_ I I 30"Fypon nonventing Louvre -. 12 with flat trim and keystones Rnl— no cutout required "Hampton"6 1/2"pediment head, t from Brosco p 3 exterior: with lead Flashing First Floor Bedroom Roof Framing Plan 16"white cedar shingles I 15ib tar felt windstop t' tarfelt splines around windows/doors f 1 x8 fascia 1 1 x6 frieze on 1/2"furring ' trus rake 1 x8/1 x3 __ _____ rake soffit 1>5 —1- t o w -_ 1z4 door/window cash ® cedar subsill — �t i� , 2 1 x5/1 x6 cornerboarr' tO white aluminum gut V-4��,�--,cam A21-3 244D 846-2 �= 244D 846-2 I 244D 846-2 Asphalt roof shingles over 1 Sib.tar felt 244DH2846 Hicks ventilated drip edge -?c Timeline garage transom 8-0 x 1-0 R.O. 1� - } L F� typical exterior wall: _ 2x4 @ 1 6"oc studs 1= A21 ❑ A21 A21 A21 A21 1/2"OSB = 2 4OH2BS 3 with R-1 3 insulation 6ml poly i _L 244DH284& 244DH2846 1/2' sheetrock = porch posts:8"fiberglass } paint posts white L _ J I L_J I I e I I I LJ LJ LJ LJ I i 9 L , J Front Elevation-B left Right:Elevation-Bleft _IS L - - 1I_ -- t: r i I t j I ! 1 i i , I t I 1 i I i 1/2""Nantucket" dr 4x8 beadboard panel 6 @ 16,• 5 5/8" °c 2x4 @ 1 G"or x8 fascia 1 x8 1x6 soffit i 3/4"spacer 1 x8 frieze 1 x8 frieze blocking �• a 1�/a blocking I °i 8"HB&G fiberglass column--> 1 x12 beam 1 x8 pt skirt board 3/4"aluminum cap flashing 10 1/z 1/4"reveal 1/2 x 8 carriage bolt wood decking 3/4"pt ply spacer 6" - column base 5 j pt2x8 bolt thru sill,flash over top pt2x8 @ 16"oc 1 pt 2x8 rim j mpsonyoist-henger ix8 skirt i 4 VE @ PORCH 3-pt 2x8 girt SCALE 1•:1'-0^ j 12"sonotube _ I ridge vents 12 12 8 8 I _j _ I5/8 CD X roof she athing g i I R-30 insulation i I 1 4x5 aluminium gutters 28'roof truss I and downspouts o I Hicks vented (drip edge -ZZ -11 kurT Simpson DTC 2x4 stud walls I roof truss clips R-13 Insulation 1/2"CDX sheathing 1 Sib tar felt 16"cedar shingles 2x6 rafters @ 16"oc SFL • b i -R KjWrinS. pt 2x6 sill ' a 2-3 t/ sill sealer 1 r anchor bolts 3 r 1 Livinoroom FFL j I I i 9 separate all wood and/or pt wood (I from concrete c with 16 lb felt Section A all footings on I undisturbed soil I i 9' Q 4' - 10, SMOKE m`�'��,f t S EVIEWED - - — -- 4 - - 2x12 rafters @ 24"octt I carp[ BARNS UILDING D T. DATE 3112- z i� ;', 2 Post down at enGVL lidgebeam •� I^ post down at end walls I I� 31I 2..6. 32•a36' 7 T v FlRE DEPARTMENT DATE Y 3„2�� 6'=e•: _ -� ,j= B TN& /STU r E R ;4 'RED R PERMITTING o s.carpet o N at u fl y 1j4, ' nook s Hall m� � 6'-a' 6•�9 I� -- z`6• .Bedroom chedral TType B� f A 6'-a' I IL c. Bedroom#2• r mIw mIW carpet 4 Type 8 B � ff _ �� 11© 3,_g,� 1/2" 6-71 - edge of stair opening A - .loft 20' 0 A, carpet 19, Q� B dr m#1 J-ZLV.L,d carpet I closet 8,_8„ S,8„ flat cros " i O M.Bedroom I carpet I _ _ _ _ _ _ _ __ _ _ __ _ _ _ _ _ _ _ 10,_8„ caNetl ra 1 6'-8' II O ral cea I 1--_ _ _ ___ ___ ___ ___ _ __ i 2 31/e" 14' I 31/2" S'-1 1/2':V 3I1/2" econd Floor Plan Plan Tvoe-B Floor 1 I 1 1 I 3 I� 10 2 l 1'� . . . close I I I I I I n act N I 2_6• O a I I I I O (DR, I I 6..9• �}'. i I Crawls pace - fF I I unexcavated ! T a 2"concrete slab on 6ml poly. 1 I I mIa I L Terrace I �z• 3 vz _- '�Yr., fii ©,•_,1 1 zi n' 20, I 1 19, N „ shower I I I I MBR floor cantilevers 12" ; tt I I I 1 new - it I ! into garage area '/z•� 2'�9W i/z'p /2 la, 3 i L - - - - - 1 P_8„ I I O 1.6'_4" I - - - -- - -- - - - - - - - - - - - O ._ _ _ __ __ _ _ _ _ _ _ _ _ _ ___ _ __ _ - - — hea t'tdr g I foundation wall1 _ _ dew Iv V �CfTe I r 1 I: access hole T-10"foundi , m N ILe- VVV a I I j- , 10"x 20"footings 4-0" oudtion wall r footings`0z � r [_�•� V 20 02 �• I I I I I I I C I 1 I i I , a ?e N LJ Dini Ga. rage wood floor _ N unexcavated8,lilco N ialia w I I �4"concrete sl� I ' 4"lally column on , e C i'• m broom 36"x 36"x 12"footih beam pocket r - f_tl'beam Wfi0x27 J N t 2• -contro lolnt I'bolted cnoectlon`tolcenter Post I . '41/ I' � beam pocket i a, vo e8'1 L Gara a13'-4" 6'_4„11 134 $ m-_I It„ emoc o0 to I k% ,' Basement ' _ , I detect Z on crete slab I •N I l- ,�'-6i_. !' E. ntod ! 1 I ! on 6ml.poly. _ _ wood t- 2-#4 rebar top and bottom of I Furnace Area !a 1 !w !>/ �'`Y W� "Simpson"door 2834 Livingroom I Qx - foundation walls IW w/2-12"F7702 sidelites wood floor �? - a , field verify -J I �'a I h Ij 1'3" g'6" 1 r 3� parge all snaptie holes with roofing tar and L__ -_J 1 4��EEJJP dampproof exterior of foundation walls ! m - I I .strap ties 4'o.c. 1 - (X��AyC., Or-C x I m o m m 1 I y - ' L - - - - - - -- -- -- - -- - - _ _ _ __ _ __ _ _ ^ 2 m I .q / - - - - -11 - - - - L -- -- - - - - - - --- -28 - - - - - - - - - 1; a''" 'a• -owl ' 6' � I I Plan T e-BFoundation Pla I I /1 11' � -�• � 8,_4„ 6„ 11 r ' 2, '� ----— 3-pt2x8 girt for deck - -J- Floor Aree Porch First Floor Plan Plan Tvge-B rn t�r�rn nL-n�� s i P i 12 t Fypon nonventing Louv with re ` I with Flat trim and keystones no cutout required 12 10 8 a 61 Ii E5 244DH2840 244DH2840 244DH2840 44DH2840 4 4 2440H2840 244DH2840 I—_—_—_—_—_—_—_—_—_—_—_ _—_—_ ' A21 A21 A21 A21 � —_ C235 6 —� FWG611L FWG6 611R r ___—_—_—_—_—_—_—_—_—_-_—_—_—_—_—_—_—_—_—_—_—_—_ LJ Left Elevation-B left Rear Elevation-B left -- - - -- - - - - - - - - - -- ---- - -- - - --- - - - - - - - - Window Schedule Q ID Make Model R.O.w x h Notes/Remarks 6 18' 6", 1 2 Andersen FWG60611L 6'x6'•11" sliding door 1 3N Andersen A21-3 6'-1 1/B"x2'-S/8" casement 4 Andersen FWG6061 I 6'x6'-11" sliding door B Andersen C23S 4'-1/2"z3'•53/8^ casement I ' ^ �' i J Andersen 244DH2850-3 8'x5' double hung u{ �1 gross Type Bs7 y I MG Fypon 660808 2'-6"x2'-6" decorative nonventing no cutout req. Andersen 244DH2846 2-8z4'-6" double hung- J t Andersen 244DH2846-2 5'-4"x4'-6" double hung 12 I1 I 2'-8"xi'A" basement utility verify size — Section D J Andersen 2440H2840 2'-8"x4• double hung ` , RIAndersen A21 2'-S/8"x2'-S/8" casement N1 rF `rX� I Review all rough opening,and quantities before ordering I 1 H I io� I __—___—_—_—_—_—_—_—_ I F; 30"Fypon nonventing Louvre - i 2 with Rat trim and keystones gf— no cutout required 'I "Hampton"6 1/2"pediment head from Brosco exterior: with lead Flashing First Floor Bedroom Roof Framing Plan i 6"white cedar shingles ' I 1 Slh tar felt windstop tarfelt splines around windows/doors 1 x8 fasciaT 1 x6 frieze N55ze on 1/2"furring s, t.o.w. - L1" - rakeix8/10 _ rake soffit 1 xS ` 1 x4 door/window casii z � " cedar subsill 1xS/lx6 cornerboarr white aluminum gut V-4 f A21-3 2440H 846-2 _` 244D 846-2 2440 846-2 Asphalt roof shingles over �- 1 Slb.tar felt - 24aDH2846� Hicks ventilated drip edge Timeline garage transom typical x l ex R.O. ART rl ��T� _ I FM II 1—V �1 11 IL 11 JIr—II typical exterior wall: . 2x4 @ 16"oc studs i A21 1/2"OSB A21 A21 A21 A21 J 2 4DH285 3 with R-1 3 insulationI� ❑ a �---- 6ml poly 244DH2846'O 244DH2846 1/2"sheetrock = 0" } porch posts:8"fiberglass paint posts white I I I I I L _ J L— _J L__ J I I I I I c I I I I I I I I _ __ L-J LJ LJ I—J I 1 1 LJ I I I I I t— _ _ ____ _____ _ _ J � � I I I I—_ _ _____ _ I 1 I I I Right: Front Elevation-B left Elevation-B left r„mow 1 i i R i ' i � I j i 1/2""Nantucket" 2>8 4x8 beadboard panel i @ 761, 5 5/8„ oc 6.3/4" v v I I 4-2x8 \ 2x4 @ 16"oc \ A fascia ' \ 1x8 -—-—- t m � n `\1 x6 soffit r\3/4"spacer 1x8 frieze �C\1x8 frieze - blocking 1'4 blocking 1 x8 ptBskirt boarderglass column—� 1 XI 1/4 reveal 2 beam 1/2 xl8 carriage boltuminum cap , _ g wood decking to t/2 3/4"pt ply spacer \ 6" �I column base S. pt2x8 bolt thin sill;1flash over top pt2x8 @ 16"oc 1 pt 2x8 rim i - mpsortyoistireng'er ix8 skirt a VE @ PORCH [3-pt Zx8 girt SCALE 1":1'-0" I 12-Sonotube i i �Z P`ridge vents 12 I - 81 9 1 5/8"CDX roof sheathing I R-30 insulation i i I c 4x5 aluminium gutters ' I 2 t-. I and downspouts I c ('Hicks'vented drip edge -`F F Simpson DTC 15 kt q�f IJ15. roof truss clips R-135' walls4 stud insulation " 1/2"CDX sheathing P 1 Sib tar felt 16"cedar shingles „i 2x6 rafters @ 16"oc j SFL I � ' a -14 Kf AFT in-s. a 2,3 1/„ pt 2x6 sill sill sealer anchor bolts 3•-11 - ' � Livinaroom +FFL j I i separate all wood and/or pt wood from concrete it o with 15 lb felt Section A all footings on undisturbed soil I ' NOTE.• AREA 5' IN ALL DIRECTIONS CENTER�JILI,�' AROUND LEACHING 719 RECEIVE (� CLEAN SAND FILL PER 310 CMR 15.255 `•' �-/� REMOVAL OF UNSUTABLE SOIL 719 HA YES S ROAD APPROXIMATE DEPTH OF 33." „d — 717 BE INSPECTED BY HEALTH DEPT. ``ill PRIOR 719 BACK-FILL l��al; WEQUAQUET P—WPit45D NB. r ►� LAKE WOW IAM mvg _ 40.00 POLE u l � VA _�-- `1 LOCUS Ir I GREROAAT YY11� No.32M o A.M. 2101164-1 8 22,419fS.F. yj: ter, i R p UTE 2 LOCUS MAP GRA VEL ' t DRIVE A.M. 210j165 PLAN REF• 384181 X41.6' 41.s'X s?f��oz� ZONING. RD-1 ' _ A_ w9 . �N of�,,ass� G. P" ------= ------ P. 0 D A X41.s' -------� :1__—� a�',� }Q6, r z�``P��\STE,3Fo�ti�� ', SETBACKS: 30-10-10 ---- -----=�.-------- — ��� �C�' i STEPHEN Ln J. 03 ° �� ?' P PROPOSED SEPTIC ^ SUF y•�' REPAIR PLAN V iiiiiiiiii R ............ 39-_ O N ,,,,,,,,,,,,, _ 32.0 _ ga ,• � ,• /' � �.�� •r 4-3a�s LOCATED AT.• 66 0. ,og --: ------- t r #66 HA YES ROAD CENTER VILLE MA. PARCEL C _ .... o ,,,,,sadsr.•, A.M. 2101164-2 I PROPOSED --- „1;-HO R l l e . . 30- ° o N, PREPARED FOR.• I ,3_gEb �;•��•��������� MAPLE """L ,, DW LLING ,,,-,,, � ,,,,,,,,, e, KERRY McNAMARA HOUSE; . le OF ��h �\ SCALE. 1"=30' BENCHMARK / STo ����v���-� #60:""-�������/ // `� nV 25.0 4 1DP OF MH COVERTN ...... .. V� APRIL 30, 2005 3 ............. / �l 1 CAWPOOc i REV. 0 GAS �' 1' / I ���.� �/ �•� ��' REV 7 �yo 20" 9 0 114.51' APLE �� // /: Q� REV y POLE. •/ LANDSCAPE REAIN/NG WALL N322910'E L -------�� 1 i �g ,/ PESCE ENGINEERING & ASSOCIATES it P 451 RAYMOND ROAD PLYMOUTH, MA 02360 EPESCE@ADELPHIA.NET . A.M. 2101104-1 / / " ! PH.(508)743-9206 A.M. 210/705 2 2 4 ( f SHEET 1 OF 2 JW 53827D GM A