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HomeMy WebLinkAbout0234 SCHOOL STREET a3q S40 C k& ed. I s4 u`Peso a ff F/a EP° Town of Barnstabl (DK r717:4)q e Regulatory Services Richard V.Scali,Interim Director 11A `"BM � Building Division 1s639. �s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us - Office: 508-862-4038 Fax: 508-790-6230 s' PERMIT �v FEE: $ SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less 3 � Location of shed(address) Village' r Property owner's name Telephone number ® Z.C7 a - Size of Shed . t, Map/Parcel# �.._ Signature Date f i7 Hyannis Main Street Waterfront Historic District? ++p r Old King's Highway Historic District Commission jurisdiction? /yam If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:304:30 PLEASE NOTE: IF YOU,ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:110413 e F 234 School Street Cotuit, MA 02635 July 25, 2014 Town of Barnstable Regulatory Services l Tom Perry, Building Commissioner 200 Main Street Hyannis, MA 02601 Re: shed at 234 School Street Dear Mr. Perry, We came to the town offices a few weeks ago to apply for a shed permit. With the application and plot plan,we got the signature from conservation and paid the $35.00 fee. A few days later we got a call from your office saying that the application was denied because the plan did not state that the shed would be located at least 15 feet from the property line. I'm writing now to say that we are aware of that requirement and I have attached a revised plot plan,showing the same position of the shed,but noting that it will be placed at least 15 feet from the property line: I hope that this satisfies the"regulatory requirements and that our permit can be,, approved. I have included a stamped envelope. Thank you for your.help. Sincerely, n © CD— Lee Gehrke 1 —ra '"We' F log. 4 COTUIT � z J Y �� '. 4� n T �'�• �1 ��' � r �n c e '• � 'ilk 4 i,� - +, �'�� xX 71 15�•: C:::LEwLS v . t< d sCHo' LOCUS 5 t I ; ( OL 5Y•REL'T CB i k ::� 9P w• !:A 7B r J r � _ 4'tl:' 1 � .w,7< � * q�,: S .f;:! 1 S� •J.: -�� 0. ::r: ..-.... h $ b, r I o .off: � , i - � �� o.•_, _. E, ST/NG.HO1lS �s RAZED I a , o LEWIS �. � LOCUS>MAP 2065 -.E SED �,..;2. �. - (IYEST,ERLY RORTION OF, -� 65 B - POND -� :: ( n,. PLAN _.. Ot �LOTi24'PLAN>IS/87 i �'74 t +i�'s L�;,r s O 2 dD 0 AREA= I � k ;x 1918 ROAD LAYOUT , IB s2ot S �.� DEED REF'Y�I6B64 212 2928% 86 s E�rrc- sErrrc " .• .: .':``''+ e�s - a:. •N: ' 1711 :LOCATMAZOCATION•t .`F tW'O. CO. es I \cn D AP" eo ;� WK rvE _. x , SITE R . ....... m 1 �r.APE 3 FP I .., .� � �•:� _.. ,R� .;.. �'�-..,_ _�. � ofMW -,LOCATED AT' oe �� �. TRP <. ,.:+.,�.o-C ' 9r..-'fie' - .a a..... ;:, , ', ►,. .� T, �....., .>`v _.r<.w-C:�;_�Ac'3 .,:.. �g _;, ,. ._'.V �. 8B?r k: :sC' � zi` -'► Hi�F � �:::,:�. :a;.•a -�a.,. 1,..:,..... .. ... pt9 ,. sATfiR � Yfi -,.�_-. ,. �::::. �s t��.- ... � �y 'jy c?lL.L f "� t• �d ri �� COT. - �. C�� _ ;. �, s •� �� `� PI�E'PARED.`FOR NICE01 -J &.;:JON H F 'RUGE.,tJ.J ti..VLLN ..+.. .,. ..., T Rados, ...:.: ..,. • ;,. �. ..i ;,� a ��'` •`� w MUFF NY ';<.,11 6.O.. :WIDE Y 23,''2, f caS. ,Y .UNINTERRU a. a r.. ►� �� .... P ' <� c PTED RlCHT.,TO „ .._�., ,: �.t PASS AND REPASS ,:�,. ?>a 0 ----'� REV , NOTES ;,:: X LOT.LlN �I {� No.r 3V�•. Z��iL lot _ �:; :- ;:;.. .•,,, :_.: I _ E��NFORMATION�SHO YN:TAKEN�FRObf - . BE'NGNMAR) •95,9 ;,DEED,.JNFORMAT/ON BOtl1VDARY MARXER LOCAT/OrYS 9ND ABU7fiING PLAlUS_DUE TO TflE;ACE AND /NACCURACY .:. ASSUMED , REV r 3 ;OF EXISTING_PLAV.BOOKS`?5 PAGE=6? .A.'PLAN.SUITABLE.FOR � l2ECO.4D/NC lS4RECOMMLiVDED BE r MADE FOR k� , LOT LINE r :vETERni%vA to .R "YANKEE LANI> SURVEY Y':, L7ANTS w 2J TNE_iVET -15=06 r a -, , BY TA VARES L ND.'DESlCN & WETLAND SLERV/CES .::> UNIT 1 p40::`INDIlSrRY Rm �= i11ARSTOiUS"'111LLS ;VfA 0264 r 4 y TEL 3 SOB 42©O1T55 FAX 508 420- SHEET.l OF I JOB d/ 540' 'ii t - rsw°J COTUIT \\ - LEmms D ROAD = ii I I I Son\ TErr UPLAND t a i cFe y 1 I SCHOOL s se, g2 I I\\I ea I .ao TREsr O LCUS . h . / �\I 74 ?c�m 100 I I \ I s 1 g A er 20/s4' / $A �e I 84 so `1 ' 74 4 -o \v EXISTING fI0lISE _ z `t 719 BE RAZED s¢T ucE /� LAN 17e I I +'gp) 2��A.M. A?0�65 \\ 1 I I LEWIS LOCUS MAP •.� O (B'6PERLY PORTION OF \� I B18 POND 23 , LOT 24 PLAN 15/17) 74 I. \ 0 PLAN REF IS/67 & / DEED AREa= i I \�� ( 1916 ROAD LAYOUT 5 o / 1Q920t S.F. �p .m o os DEED REF. 16664/21Z, 2926/ PRpE�� APP�X APPROX Be I B4 I\`�#I I ZONING:2371313 \ 6 lALT O?j `\ .Sr _ i' SLOCATR1A2pCA9YON \� 1. G RF" .. CO % ( 91 a2 SETBACKS 30-15—I5 \ AgPK c I m, aM m AUA"ctiW I eB \n C.W O.D.: pR1PE r,----Cot fFNDJ I yE N x'SSSS. ' �'4' 82 I �- : , o° xo ; � , ia. �,`�` SITE PLAN OF LA4. ,+.\_" < LOCATED AT.'\\ \.�� IB _ cGi\pCf1 ,�0 D I .: IA.M.120/66 \\ $` L� +: Ar y _ - \ �, x �• 2 i \, 232 SCHOOL STREW \ \ g,B N \ C t�\o rA ���,�� i , . COTUIT, MA. \ U1��,� O 1 m :�� sreaHEN° `m; 4eS PREPARED FOR. `' � y . JANICE J. & JOHN, E SCULLEN �\ A - - i ! �`=ce;O�P • $ MURPHY z \ s 0' WTE '.41' m �� �� NEW CAS UNINTERRUPTED RIGHT TO JANUARY 23, 2006. ►► ��� �No.7a3� m\ .\ PASS AND REPASS NOTES`. <6I R �• SCALE 1"=30\ _ DEED- 2928/252 &253 SqN/TA�`� REV-1) LOT LINE INFORMATION SHOWN TAKEN FROM � vov Z vp,E \\ /(vR BENCHMARK EL 95.9 DEED INFORMATION, BOUNDARY MARKER LOCATIONS AND,,, REV \ 3d ASSUMED ABUTTING PLANS. DUE TO THE ACE AND INACCURACY •. ' REV— OF EXISTING PLAN BOOK 15 PACE 67 A PLAN SUITABLE FOR " w RECORDING IS RECOMMENDED BE MADE FOR LOT LINE ' DETERMINATION w oxra YANKEE , LAND SURVEY 01 & CONSULTANTS 2J THE,WET LAND WAS FLAGED BY 10-15-06. P.O. BOX 265 1 # BY TAVAI7ES LAND DESIGN & WETLAND SERVICES UNIT 4 40 INDUSTRY ROAI MARSTONS 3) ADD SILT FENCE MILLS MA 0264 'AS SHOWN. TEL• 506_426_0055 FAX 506-420- SHEET 1 OF 1 ✓OB A 540.' k JUN 3 0 2014 'fir / BARNSTABLE CONSERVATION W / 1J�� `'L r„ / W , - i � r �� Y . / ' , �j } � �' � . f. k � 1 ' �`� ��� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Tole OF BARN TABS �1 Map `� Parc `. Application # o� 3� 7 Health Division 7213 OCT 25 � ' Date Issued It. A Conservation Division Application Fee Planning Dept. n Permit Fee Date Definitive Plan Approved by Planning Board 1lq1 f 3 Historic - OKH _ Preservation / Hyannis Project Street ddress Villa Owner �� � ���e- ��� � —Address31�5G /�S Telephone ' Permit Request w Aa- 42 s Square feet: 1 st floor: existing proposed _�_2nd floor: existing proposed Total new 1W Zoning District Flood Plain Groundwater Overlay Project Valuation . Construction Type ow-e Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 4 Historic House: ❑Yes Flo On Old King's Highway: ❑Yes �'No Basement Type: &411 ❑ Crawl rSUalkout ❑ Other Basement Finished Area (sq.ft.) —,A-* / 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 newer First Floor Room Count Heat Type and Fuel: WGas ❑ Oil ❑ Electric ❑Other Central Air: Wes ❑ No Fireplaces: Existing l New 0 Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization 0 Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT-INFORMATION - --_ (BUILDER OR HOMEOWNER) Name Telephone Number Address L/49X /Oeo License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO • I I SIGNATURE DATE 3 FOR OFFICIAL USE ONLY ' t F APPLICATION# f DATE ISSUED t MAP/PARCEL NO. i ADDRESS VILLAGE t OWNER DATE OF INSPECTION: r' FOUNDATION, 4 . t FRAME INSULATION J. FIREPLACE L j ELECTRICAL: ROUGH FINAL E PLUMBING: ROUGH FINAL GAS: ROUGH FINAL '3 FINAL BUILDING f { DATE CLOSED OUT ASSOCIATION PLAN NO. t t ?Ise Commamveallh of Massachaseffs Department of 1ndiws&i d Acdd&xtr Ohre oflnvestigatio= ' .,6#0 WashingtonSYreet Boston,MA 021II - wnm.nrasxgo�� � - Worke a Compensafian Iusurance Affidavit BuflderslCa vTkmbers A�ican#Wotmafien Please Print l� Addresr- p k 10ec-9 Cit3rlSt2Ltrr2ip: Ph. _ z �of , � Are you employer?Check the apprapriate ba=: _ 1_ I am a employer with 4: ❑I am a general caattactor and I 6- New tx�nskucEion employees(full audlarpart-time)_* have hued the sub-contrschns ❑ 2.❑ I am a sole proprietor orpartner- listed an the attached sheet 7- ❑Remodelilkg ship and bane no employees These sub-contractors bane 8. ❑Demolition working forme in any capacity. employees and have wodaxs ct_ ❑Building addition [No watimrs'comp.Insurance comp.insuramr-I d 5. ❑ We are a corporation and its 10-0 Electrical mpaas or additions xequire 3-❑ I am a homeowner doing all work officers have exercised their 1 L❑Plumbing repairs or additions myself [No workere camp right of exemption.per MGL 12. Roof tzpairs insurance d t c-152,§1(�4�andwe have no ❑ e 13-❑Other employees-(No ' comp.insurance reT* -j ;Any WIC231t @ist AP #1 mastalso fin out the sectionbelowshowing dmftvudz 'camPenndom polig'infnsmrtimL Elameowners talc submit this affidsvit iaficstmg they Lm doing all ma k and then biro outside contractors— submit a nerw afidav$indicat5tn such_ k—otmacomihn check tbisbmc mist attachedmadditional sheet showing thenameofHiesub-cantxt sturdstateuhethat$nattbasaentBieshma employees. Ifthe sub<mxftzctatshase employees,theymnsrpuvide their workers'comp.porkynmaber. I non ari etnpl er tlrrrtispravidirt frrorkers'cortgiertsntian uisrrrartce for my enzplDyces. B1dotr is 618palL3,and job site irtfotmrdfom 17 Insurance Company Name: CEO Policy:4 or Self-ins.Lie.#: y%— �i:r— 157 6 FxpisatianDate: S1 Job Site Address: 2z& �/ C Ci€ztatt'1Tsp: Attach a copy of the tiworkers'compensation policy derhration page(sbawing the policy number and espi -titm date). Failure to secure coverage as required under Section 25A of MGL t:.152.can lead to the imposition of criminal penalties of a fine up to$1,500.00 andlor one-year imprisonmomt,as well as civil penalties in the form of a STOP WORK ORDERand a fine of up to S230.00 a day against the violator_ Be advised that a copy of this statement maybe fm vwded to the Office of Investigations of the DIA for insurance coverage verificatian. I do T weby cerh Or thepmns n 'es ofperjm7 tlietthr ucformarwn prvs iulsd'arbmz is tmaa fund carrect tare Date- Phone#: Offwkd am aa1t Do iW writer in this aren,to be eaarnpLdad by do ar bin;ffit e&E City or Town: PermitUcense-9 Issuing Aatfitority{tacfe one)- L Board of Hcaftlr 2.Building Department 3.CilytFe m Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phan 6: 6 .� � DATL+1B76VOWiFT 1) ACORU CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE C13WTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELow .*. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A COI+ITRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:H the tificoa holder Is an ADDITIONAL INSURED,the po►1gPn)must be endorsed.Tf SUBROMATION IS WANED,eub*l to the lsartls end condition of the policy,certeln pollolea may require en endorsement. A statement an into ewdflcets does tmt eanter Nght9 to thSO Wicsl9 holder M lieu of such ondorsarneme). PRODUCER CONTACT FAX 3"bSid Riak bDmmm 68%vLavu, mDD. (PpIC�,Ne.Ed): (877 834-4410 (euC,NaT. 877)23 -$ 3i 3.0923 Old faLU Rd E-MAIL Qi s 681S4 ADDRESS: PRODUCER CUSTOMFA ID 8 (877)B34-44a 0 INSURER(S)AFFORDING COVERAGE NAIC 0 INSURED INSURERA: Continental IX&Mity Co. cazwQLVMINSURER Ik t' a Gzam gIildiAB f2d Rimadbiabar INSURER a. Yr0 Bcm 1080 INSURER D: Ca=it, E{!>L 01533-1080 wsuaEa E CTL 1273 767949 IWSUREAP. COVERAGES CERTIFICATE NUMER: REVISION NUMBER: THIS is TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED SELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT.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 PM101:6 DESGAMED HEREIN 13 SUBJECTTO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WSR AWL SUBR POLICY 6FF t LI LTR TYPE OFINSURANCE amWVD PO YNUM81$t M GENERAL LIABILITY EACH OCCURRENCE 3 COMMERCIAL GENERPL LIA81UTY � ❑ OAM am itENRED $ CLAIMS PREMISES omom m) _ MADE ❑OCCUR IMED EXP Om OM Bt6 $ PERSONAL A ADV INJURY5 I GENERALAGGREGATE Is M LAGGREGATE LIMITAPPLIES PER: ( PRODUCTS•COMPAW AGG S POLICY rjPROJFCT r--JLOC t AVICUOBILE LIABILITY COMBINED SINGLE LIMIT ]ANYAUTO D ElI me paddmm $ IALLOWNEDAUI'OS ` gODit.YMUU0.Y S BODILY NUURY Lou SCHEDULED AUTOS PROPERTYDAMAGE HIREDAUTOS S NON-ONINEDAUTOS I ! S � s .UMBRELLA UA$ OCCUR EACH OCCURRENCE S JE1 CEBStJAB CLAIMS4AADE AGGREGATE S DEDUCTIBLE S i RETENTION S I S WCSTATU• OTH WORKERSCOMPENSATiON ImIml AND EMPLOYERS'LIABILITY YIN E.L CAC- ACCR3 S 100,000 ANYPROP AATNEW N/A (� 6-805700-01-06 j /31/:3C18 /311201+4 07 (fdandeterymNlQ E,LDISEASE-eaeePLOM s a0Q,0a0 deacAbotuider E.L.OtSEASE+o=UNff $ SOD,000 IALPROVISIONSholow w , D DESCRIPTION OP OPERATIONS/LOCATIONS/VEHICLES{AttaehA=dldt,AddiDongRemvkeftbO&AifmoreeP=bm4tdMd) CEF11MCATE HOL ER C SHOULDANY OFTHEABM DESCRIBED POIJCIBS BB CANCELLED DEPORETHE SQ�O EXPIRATION P S. ATF-T 0 R NOTICE VALLSE DELIVERED IN ACCORDANCE WITH $q}BC�G tT IS 02635- 80 AUTNORRED REPRESENTATIVE a � s783118 ACORD25I2002169) TheACORDeememidIWalpMg meths ofACORD ®r988.=9ACOROCORPORATION.Alldghtc;-.d. f I Nlassuchuselts- Department? "Pullic `;;fct% b IV B+:a+rt1 of Building. Rc�-,ul;+tioms mid St:u�+lar+l� Cons*ruction Supervisor License One-and Taro-=arnfly Dwellinus License: CS 77754 CAREY C'GROVER PO BOX 1080 COTUIT, MA 02635 Exuirati- r:.. I i/212013 ; /: �iieurrv�merr///�� llrr rir/rr. l! License or registration.valid for individul use only �L. Office of Consumer Affairs&Business Regulation - _ OME IMPROVEMENT CONTR4CTOR before the expiration date. If found return to: �- Office of Consumer Affairs and Business Regulation egistration: 144322 Type expiration: 9/23/2014 DBA 10 Park Plaza-Suite S17Q Boston,:VIA 02116 GROVER BUILDING+REMODELING CAREY GROVER 56 BOWDOIN RC MASHPEE,MA 02649 Undersecretary Not v d without signature , k F 9. p, Town of Barnstable Regulatory Services . = Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner .� 200 Main Street, Hyannis,MA 02601 - www.town.barnstable.ma.us Office: 508-8624038 'Fax: 59 8-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize d,—f t G,-fI to act on my behalf, in all matters relative to work authorized by this building permit application for:'4' , (Address of Job) Signature of Owner Date _ (�C_1Z)C>VC1k( Print Name r If Property Owner is applying for permit,please complete the Homeowners''License Exemption Form on the reverse side. • r C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet FileslContent.Outl6ok\8R76BDVA\EXPRESS.doc , Revised 061313 ' , I�y \ t \ \\ \ A 20/64 ` LEWIS ck x 15 POND /67 N $ 200 � �. mDEED \\tO � jo, a, A.M. 20165 \�x U\ Nr \ PIPE — \ FOUNDATION 8, ON2�p a M. 2ojes \ � 3 e CZ cMin -rkb \ !a t 6.0' R7DE UNINTERRUPTED RIGHT 7V c M PASS AND REPASS �. DEED.- 29281252 &253 )y BENCHMARK EL 95.9 ASSUMED NOTES.- 1) LOT LINE INFORMATION SHOWN TAKEN FROM DEED INMRMATION, BOUNDARY MARKER LOCATIONS AND ABUTTING PLANS. DUE 717 THE AGE AND INACCURACY OF EXISTING PLAN BOOK 15 PAGE 87, A PLAN SUITABLE FOR RWORDING IS RLrONMENDED BE MADE FOR LOT LINE DETERMINA77ON FLOOD ZONE "C" FO UNDA TION CERTIFICATION RES ZONE. "Rr 71UWN.' COTUIT SCALE 1"=40' PL REF` ELEV. NSA SETBACKS 30'-15-15' I CERTIFY THAT THE ®o'®AA YANKEE LAND SURVEYORS "FOUNDATION" IS SHOWN v®�a\tH°rr'�sSs�'�® & CONSULTANTS ON THE PLAN AS IT EXISTS ___ ON THE GROUND. o sTEP�Ew �, P.O. BOX 265 J. UNIT 1, 40 INDUSTRY ROAD DOYLE MARSTONS MILLS, MA 02648 c ;�37559 ® TEL• 508-428-0055 FAX 508-420-5553 0 b ®Ir® JOB STEPHEN J. DO YLE, P.L.S. DATE.• 03-15-06 NUMBER 54020 JF Law Office of Richard J. Reilly Jr. 508.420.1013 128 Route 6A, Sandwich, MA 025 email:richard cr.rreillylaw.com Facsimile: 617.300.8890 P.O. Box 33, East Sandwich, MA 02537 website: www.rreillylaw.com -� July 16,2010 VIA CERTIFIED MAIL Town of Barnstable Town Counsel D I I I i 367 Main Street Hyannis, MA 02601 J U L 19 2 0 1 0 L-� TOWN ATTORNEY TOWN OF BARNSTABLE RE: 234 SCHOOL STREET, COTIUT,MA Dear Sir or Madam: This correspondence will serve as a formal demand letter sent to you pursuant to Massachusetts General Laws, Chapter 93A, §9. Under Massachusetts law, a violation of Massachusetts General Laws Chapter 93A may entitle a prevailing party to an award of attorney's fees and multiple damages. The violations of Chapter 93A and the unfair, deceptive andunlawful acts and practices in violation of Chapter 93A relied upon include, but are not limited to, the acts and practices discussed herein. On.or about October 5; 2003,Janice J. Scullin, together with her husband,John Scullin, purchased the property located at 232 (currently known as 234) School Street, Barnstable (Cotuit),Massachusetts (hereinafter the "Property"). . In November of 2005 Ms. Scullin was issued a demolition permit by the Town of Barnstable to teat down the structure on the property. Shortly thereafter, Ms. Scullin was issued a permit to construct a single family dwelling on the property: Ayotte Construction was .thereafter issued a permit to install the septic .system for the home. The.building inspector for the Town of Barnstable and/or the Town of Barnstable Board of Health Certificate of Com fiance for the septic stem was issued b the inspected the work and a Ce p p y y Town of Barnstable Board of Health on or about February 7, 2006. A plumbing permit was then issued by the Town of Barnstable to plumber Warren Burell, of Mashpee, Massachusetts for the rough-in plumbing work. In the fall of 2006 a new plumbing permit was issued to ,plumber Steven Ricci, of Sandwich, Massachusetts, to complete the plumbing at the property. The building inspector for the Town of Barnstable and/or the Town of Barnstable Board of Health inspected the work of both plumbers and closed the permits. On or about the spring of 2007, Triad Associates, Inc., of Haverhill, Massachusetts, ` installed a cement driveway on the property. After the home was conveyed as discussed below, it was discovered that the driveway completely covered access to the septic system, and the driveway had to be cut and modified to provide access to,the septic system. The home was completed in the summer of 2007, and on or about August 9, 2007 a purchase and sale agreement was entered into between Janice and John, Scullin, as sellers, and Dr. Lee Gehrke and Deborah Gehrke, as buyers and a temporary Certificate of Occupancy was issued by,the town of Barnstable to allow for the sale of the property,.and the permanent Certificate of Occupancy would be issued upon installation of a longer handrail on the interior staircase. On or about August 31, 2007, the property was conveyed to Lee and Deborah Gehrke for a sale price. of $755,000.00. The following weekend, the Gerhke's experienced major flooding in the .interior of the home, which required extensive remediation to repair, including, but not limited to, mold remediation, replacement of the first floor wood floors, drywall and plaster repair, trim and molding replacement, and painting. -Subsequently it was discovered that the interior plumbing was not connected to the septic system located in the front yard of the property, causing the toilet to overflow for a number of hours while the new owners were out of the house. On or about March 8, 2008, the Gerhke's filed a lawsuit seeking damages in the amount of$70,000.00. That lawsuit was settled for the amount of$60,000.00. The Town of Barnstable violated the provisions of Massachusetts General Laws Chapter 93A by failing to properly inspect the dwelling and negligently approving the plumbing work as installed. The fact that the plumbing for the interior of the home was not connected to the exterior septic system speaks for itself. Moreover, both the building inspector for the Town of Barnstable and the inspector for the Town of Barnstable Department of Health had a duty to inspect and insure that the plumbing was installed properly. Both departments were negligent in performing their duties and responsibilities; . consequently, Janice Scullin has suffered financial harm. Accordingly, demand is hereby made for restitution in the amount of$60,000.00. Under Chapter 93A you have 30 days from your receipt of this letter to respond to Mr. & Mrs. Scullin's request. If you fail to do so, Chapter 93A allows for recovery of multiple damages and the collection of reasonable attorney's fees. Very truly yours, Richard . Reilly,Jr: CR/rjr cc:Janice J. Scullin cc MAP Oa O PAR 0S MASSACHUSETTS UNI FORM:APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) Ba rnstable Mass.' Date - A ' Oct t Permit Building Location -?A �c�"�` ��—Cf Owner's NameMINNOW Type of Occupancy i(Ze s j J C t� lage renovation O - Replacement ❑ Plans"Submitted:, Yes ❑ No ❑ Ne v�l FIXTURES o 37y x Z z Z CO �d d w JG7 d M 0 � C I cn � Cc d = � z O Zza. � 0 cc Up � W `� � scncr � a � zocaoDu- _ �-C:c _ 3 O0i a0h- cc daLL YW d �'GoGoddGo OTL a doc ¢ LU Od Y J M Go ❑ 0 239 to LL CJ 5 0 d 3 Q= M O •• SUB-BSMT. vBASEMENT _ a 1;ST FLOOR 9 l .3 l 0 1 �. a 2ND FLDOW 3RD FIO M 1 4TH FLOOR 5TH FLOOR " 6TH FLOOR 7TH FLOOR 8TH FLOOR Check one: Certificate_ Installing Company Name WC1,.ry tLA (D,(+ 0 Corporation Address a v- S � +-�{. �- ��� ,��I �� ❑ Partnership t ti o ❑ Firm/Co: Business Telephone 5- 1r' 422 3" Name of Licensed Plumber (JG v,0-c Ln INSURANCE COVERAGE; I have a current liability policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes I?- No'❑ s If you have checked yes, please indicate the.type°coverage by checking the appropriate box. A liability insurance policy .Cif Other type of indemnity ❑ Bond ❑ OWNER'S 'INSURANCE WAIVER: I am aware that the licensee does not have'the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. $� Check one: Signature.of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information 1 have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all pertinent provisions of the Massachu etts State Plumbing Code and Chapter 142 of the General Laws. Bya�;�e�t,� Title R Signature of Licensed Plumber.. City/Town Type of License: Master C' Journeyman ❑ APPROVED (OFFICE USE ONLY) License Number 13(, BELOW FOR OFFICE USE ONLY. FINAL INSPECTIONS SKETCHES FEE PROGRESS INSPECTIONS NO. APPLICATION FOR PERMIT TO DO PLUMBING ' v NAME&TYPE OF BUILDING 'LOCATION&TYPE OF BUILDING PLUMBER E - P RMIT GRANTED DATE 19 PLUMBING INSPECTOR Feb 13 08 09: 49a p. Z MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) G TOWN OF BARNSTABLE Date, FC-V>?- 0 )3 r � Building !Q QQQ�Permit# .� Q l AT; Location Z 3`�' if IOwner's Nan!e G Ei-� -[,. — e Typt of Occupancy: 1 DE�l1T New ❑ Renovation Replacement Plans FIXTURES ' Submitted; Yes❑ No ❑ Z N _ In 'W Y -a YI ) V ! h. 2. O C h G soN �. ` J W N y K H U 111C1 aNL < to Z I = `,. u Q W M W < H. 2 r u < x 3 x Q z s # Y s s h < ae ° a ° w ac < h ~ C to a! J N h Z 11 C N Z 2 < W aC W as .a o 0 0 .<l ; s e i o sus-eaMT. 0AMEMENT / r I 1ST FLOOR [ - 2ND FLOOR o ORD FLOOR �? ATN FLOOR 'f 16 ITN FLOOR L.I eTH FLOOR --� 7TNFLOOR eTNFLOOR f (Print or Type) . Installing'Company'Name Check One: Certificate Address CtlaHse&E11s Plumbing&Heating,Inc. L7 �orP a l 40C,. 7 an Sebastian Way,Unit 1 ❑ Partnership Sandwich MA 888 4716 ❑ Firm/Company Business Telephone Name of .* Licensed Plumber S I har■by etrtlfy dtel all el Ilan dalada and'alorntadon l ha.e udnniltrd lot entered)In alw.•e■ _ kaorledge and that all plrnabine ro/t and inlallatinns IieNmmcd anJer f'euuil Mauer ror this Ipplica oll��II be in I6o�nn q~�1A tolh best of nq. te dssoas of the Nauachurh;s State rjwnvWn4 Cods and L7lspter 113 of'he(engird Lars pallneall PD. I have Informed the owner or his agent that 1!do -not have liability insurance Including completed operations coverage. i Ignature of Owner/Agent have a current ' -. � icy insurance policy to 'i ge completed operations nclude l covera . comp I By Title Si re of Licensed'Plumber City/Town: IV476Df Plumbing License APPAOYED iorrlcE u s E 0NciI License Number CKMaster ❑ Journeyman- rR^^eyv'Tf'+pA•:.�;,:r;,,q^*!•7."..::('°• ' "' ' {+.,e '-Cat a a:,.t"rtx• ,'rr'.+ r° „". ...n•.r- ro ,„ _..n�32' ,ir". _ ,.,r i .0'v'.`-''tl`i3•' ar ,. �., ....,s r-Y,.; .y; .r1.....-.f•�it[irf".. �Cl.. ,p`pF 114E Tpk� Town of Barnstable - BARNSTABLE. • Regulatory Services 9 MASS. FOM;; Building Division _. _.._a. ..._ ... .200 Main Street, Hyannis, MA 02601 :, Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 4/ Location ,0 3 Sc,Paz- Sz-. -r-. Permit freer ;2 9 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: --�- 0 o C- >7 Please call: 508-862-4Q3t for re-inspection. Inspected by ►�i�,� ��/GPr . Date 2 O 1 F r IKE o t Town of Barnstable } *9�s�RNSTAB Regulatory . Services Thomas F. Geiler, Director Public Health Division f . --,Thomas McKean, Director 'I 200 Main Street, H I Yannis, MA 02601 IN MR, WER I NUMBER OF PAGES TO FOLLOW: - I FROM: O �I PHONE: PHONE: (508)862-4644 t FAX PHONE: FAX PHONE: (508)790-6304 cc: yD y — - �lea�eComme a NOTES/ OMMENTS: i; D Q:Tax Form.doc F �/ Mo � , b It t TOWN OF BARNSTABLE BUILDING PERMIT APPLIC ION Map 0 2Q -Parcel-nos- Application# Health Division -7 °b Zvd 6-O Y� Conservation Division r+ ;-�17/�'b PZO Re 1`3®/06 'Y`S' Permit# 903 Tax Collector Date Issued zld Treasurer �o d a ye C � �J` 1 ',), Planning Dept. W '.` l Date Definitive Plan Approved by Planning Board I IMRO MENTAL CODE A-I'. ® w Historic-OKH Preservation/Hyannis O Rs': � °�`� En 4� ° 3 <6 pc�rvv yiC71 1 3 e� Project Street Address Sa�q6�L s�z,1,-i" Village Z r, —A T( Owner S�-AIlCZ- fT-AJPJ3,-1A1S_1 Mdress O %dWY-OAMI�91 -� aG Telephone "_3� - �Irn Permit u'stM� u c� i��e �f4 Cj� �0 O�� ,Nt�•q�/CP T�► cLVd AV CqING dF ✓e �f ti de Wa fk LIMI/_ Square feet: 1 st floor:existing IZ& proposed '1,53Y 2nd floor:existing D proposed SO Total new Zoning District Flood Plain Groundwater Overlay CProje t-Valuation�Z,D Construction Type AJc9 fe-4-1f__ Lot Size . 3!/ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 9e Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes �tNo On Old King's Highway: ❑Yes �Io Basement Type: XFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) d Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new �- Half:existing �14 new Number of Bedrooms: existing new Total Room Count(not including baths):existing •- new First Floor Room Count S� Heat Type and Fuel: a6as ❑Oil ❑Electric ❑Other Central Air: 0,Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ,�Mo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing 0 new size Attached garage:❑existing ❑new size Shed:0 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 d--�F q2_6 -S a 9�1-0 Name 11�/lC-t JCGckIry ,JFInJ S6,1G1�l•J —Telephone Number • Address /60 Cd111,Yi^✓11M-'t4 ^Iv- -'OYS' License# A1dA1.ead1N4e-S 6P.9d/ ��� dZ/l6 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO </�S�LCG% �✓/`t� SIGNATURE DATE FOR OFFICIAL USE ONLY �4 PERMIT NO. r DATE ISSUED + , MAP/PARCEL NO. ADDRESS VILLAGE OWNER { DATE OF INSPECTION: l FOUNDATION -7/ D� all FRAME. F3r'lac INSULATION /dro FIREPLACE 5: /23 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL { FINAL BUILDING 06 n� '_ DATE CLOSED OUT S ' ASSOCIATION PLAN NO. < TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 020 Parcel Permit# Health Division �0 Date Issued .1 Conservation Division "`s' �` f �o- 5 oz*N d y Y Fee Tax Collector Application Fee Treasurer LY, A', Pe/ F Planning Dept. Checked in By Date Definitive Plan Approved b Plann' Board Approved By 11 � � Historic 1�._ Preserva io / y nis Project Street Addrds�, Z� S"OOL S77Ze,- Village JfQ TU 1 f Owner J&IJIC6 J,5Cl/Gt_/N IrW_p JJO-J (2-SW(-6A)ddress 160 4ywlyiAmlenGnl L YES Telephone 6( Z 3n-Sr/n 130'5 TD^1 1 144 O 21/b Permit Request PAV61,(T/4 f- ,( AJ S_t?WCW,44E ill s L 4 _ o�► �/ o Square feet: 1st floor: existing proposed 2nd floor: existing 0 proposed _3 0 Total new Valuation ���—""'� Zoning District Flood Plain Groundwater Overlay Construction Type i Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. welling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ?(No On Old King's Highway: 0 Yes XNo Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Z__ Half: existing V-2 new /Z_ Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 2 Gas ❑Oil ❑Electric ❑Other Central Air: C1'es ❑ No Fireplaces: Existing 1 New Existing wood/coal stove: ❑Yes XNo Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn: O existing ❑new size Attached garage:0 existing ❑new size Shed: 0 existing ❑new size Other: 3 t C= J � --y Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ � c Commercial ❑Yes ❑No If yes, site plan review# n w Current Use Proposed Use BUILDER INFORMATION C) M Name S / IA) -4- JD NA1 5�,u44 J Telephone Number Address 160 4ea A1'0A),v 7W A✓6 lam License# �f0�I�Dnin/ S ?q4 OZ/lio Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 695EZ l /VAST SIGNATURE DATE /44zo FOR OFFICIAL USE ONLY PERMIT NO. , • I DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: , FOUNDATION , FRAME } INSULATION FIREPLACE + ELECTRICAL: ROUGH UG FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Dbniel E Braman, P:_ �,-x C-C..t ht ��S���I-�G 189 HarbOr Point Rd Cmnvwgi d MA 02637-0361- T _ `D STtzy c,,TL) 'f-';e3p6tt s: h sa G" . , Tf�� lam,v 4 c.1 6J t f�� Cn AZ. ":c,T k-T%cz%.A cz; P A N N�,c�TA�"t o �► l lG' 1.IJlas �r F3clroc M l 2`t) l 4 GAT. 10et-- 1L, Lw%hl i'J th.,n9/ IT, OO L 4L�kca� . ttq* S(I'de.r gcac wr S2,-314.� F��l . l-ev►�'Mn x4 2 C( .3 2 \4j 15 3 a,9-s OF v o� DANIEL E. �O v oBRAMAN STRUCTURAL h ` NO 3659 r �� BOISE- Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Floor Beam\Level 1\13 1 BC CALCO 9r2 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, February 14, 2006 12:51 Build 141 File Name: Rielly.BCC Job Name: Scullin Description: Level 1\B_1 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 3 1 ti 09-07-00 BO,3-1/2" B1,3-1/2" LL 2496 Ibs LL 2496 Ibs DL 1074 Ibs DL 1074 Ibs Total of Horizontal Design Spans=09-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 09-07-00 40 psf 10 psf 05-02-08 2 wall Unf. Lin. Left 00-00-00 09-07-00 80 plf n/a 3 deck Unf.Area Left 00-00-00 09-07-00 60 psf 15 psf 05-02-08 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 8516 ft-Ibs 40.7% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2926 Ibs 30.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U614(0.187") 39.1% 1 1 output as evidence of suitability for Live Load Defl. U879(0.131") 41.0% 1 1 particular application.Output here based Max Defl. 0.187" 18.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 12.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (L/240)Total load deflection criteria. or ask questions, please call Design meets Code minimum (L/360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO,BC FRAMER@,AJSTM, Minimum bearing length for B1 is 1-1/2". ALLJOISTO, BCTM BOARDT"' BCIO, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ BOISE SIMPLE FRAMING 1/2 intermediate bearingSYSTEM@,VERSA-LAM®,VERSA-RIM PLUSO,VERSA-RIM@, VERSA-STRANDTM'VERSA-STUD@ are Connection Diagram trademarks of Boise Wood Products, b ►—d L.L.C. a • • • / o � o � c e 0 0 0 /77i a minimum=2" c=2-3/4" b minimum=3" d = 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 nois " Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SPloor Beam\Level 1\13 10 BC CALCO'9.2 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday, February 14, 2006 12:51 Build 141 File Name: Rielly.BCC Job Name: Scullin Description: Level 1\B_10 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 3 2 1 Ak 07-10-00 Ak 09-07 04 Ak BO,3-1/2" B1,3-1/2" B2, 1-3/4" LL 186 Ibs LL 1156 Ibs LL 221 Ibs DL 221 Ibs DL 1065 Ibs DL 313 Ibs Total of Horizontal Design Spans=17-05-04 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 17-05-04 40 psf. 10 psf 01-04-00 2 wall Unf. Lin. Left 00-00-00 17-05-04 60 plf n/a 3 B 10 Conc. Pt. Left 07-10-00 07-10-00 570 Ibs 157 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1047 ft-Ibs 7.5% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -1331 ft-Ibs 9.5% 100% 1 2-Left be verified by anyone who would rely on End Shear -416 Ibs 6.5% 100% 16 2-Right output as evidence of suitability for Cont. Shear 664 Ibs 10.3% 100% .1 2-Left particular application.Output here based Total Load Defl. U3900 (0.03") 6.2% 16 2 on building code-accepted design 0.014" 4.3% 16 .2 properties and analysis methods. Live Load Defl. U8410 ( ) Installation of BOISE engineered wood Total Neg. Defl -0.003" 0.7% 16 1 products must be in accordance with Max Defl. 0.03" 3.0% 16 2 current Installation Guide and applicable Span/Depth 12.1 n/a 2 building codes.To obtain Installation Guide or ask questions, please call Notes (800)232-0788 before installation. Design meets Code minimum (U240)Total load deflection criteria. BC CALCO, BC FRAMER@,AJSTM, Design meets Code minimum (L1360) Live load deflection criteria. ALLJOISTO, BC RIM BOARD- BCIO, Design meets arbitrary(1") Maximum'load deflection criteria. BOISE M@,VE S SIMPLE FRAMING Minimum bearinglength for BO is 1-1/2". SYSTEM@,VERSA-LAM®,VERSA-RIM 9 PLUS@,VERSA-RIM@, Minimum bearing length for B1 is 3". VERSA-STRANDT1A,VERSA-STUD@ are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ L.L.C. 1/2 intermediate bearing Connection Diagram b —d� a c a minimum=2" c=2-3/4" b minimum=3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 80iSE- Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SPloor Beam\Level 1\B 11 BC CALL®9.2 Design Report- US 1 span No cantilevers 0/12 slope Tuesday, February 14, 2006 12:51 Build 141 File Name: Rielly.BCC Job Name: Scullin Description: stair header Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 2 03-02-00 BO B1 LL 570 Ibs LL 570 Ibs DL 157 Ibs DL 157 Ibs Total of Horizontal Design Spans=03-02-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 03-02-00 40 psf 10 psf 04-00-00 2 stair Unf.Area Left 00-00-00 03-02-00 40 psf 10 psf 05-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 576 ft-Ibs 4.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 364 lbs 5.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U18286 (0.002") 1.3% 1 1 output as evidence of suitability for Live Load Defl. U23332(0.002") 1.5% 1 1 particular application.Output here based % 1 1 on building code-accepted design Max Defl. 0.002" 0.2 Span/Depth 4.0 n 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(U240)Total load deflection criteria. or ask questions, please call Design meets Code minimum(U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO, BC FRAMERO,AJS- Minimum bearing length for B1 is 1-1/2". ALLJOISTO, BCTM BOARD TM BCIO, Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min.end bearing + BOISE SIMPLE FRAMING 1/2 intermediate bearingSYSTEMO,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDTM,VERSA-STUDO are Connection Diagram trademarks of Boise Wood Products, b r d L.L.C. a c a minimum=2" c=2-3/4" b minimum=3" d= 12" Member has no side loads. 1 Connectors are: 16d Sinker Nails Page 1 of 1 I poises Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Floor Beam\Level 1\13 2 BC CALCO 9�2 Design Report-US 6 spans No cantilevers 1 0/12 slope Tuesday, February 14, 2006 12:51 Build'141 File Name: Rielly.BCC Job Name: Scullin Description: Level 1\13_2 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: . Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 5 4 3 8 9 1 1 i I I II I i � N f 09-04-04 07-09-12 05-00-12 05-04-04 05-04-08 06-00-08 BO,3-1/2" 131,3-1/2" B2,3-1/2" B3,3-1/2" B4,3-1/2" B5,3-1/2" B6,3-1/2" LL 2098 Ibs LL 5422 Ibs LL 12605 Ibs LL 7510 Ibs LL 8116 Ibs LL 8191 Ibs LL 1778 Ibs DL 538 Ibs DL 1486 Ibs DL 5231 Ibs DL 1914 Ibs DL 2296 Ibs DL 2173 Ibs DL 385 Ibs Total of Horizontal Design Spans=39-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 39-00-00 40 psf 10 psf 13-00-00 2 1 st fl Unf.Area Left 17-00-00 39-00-00 40 psf 10 psf 03-03-12 3 B_26 Conc. Pt. Left 17-02-00 17-02-00 3333 Ibs2247 Ibs n/a 4 STL#2 Conc. Pt. Left 17-02-00 17-02-00 3251 Ibs 1704 Ibs n/a 5 B_17 Conc. Pt. Left 17-02-00 17-02-00 1623 Ibs 429 Ibs n/a 6 B_17 Conc. Pt. Left 22-02-12 22-02-12 1623 Ibs 429 Ibs n/a 7 B_16 Conc. Pt. Left 32-06-04 32-06-04 2186 Ibs 578 Ibs n/a 8 wall Unf. Lin. Left 22-02-12 32-06-04 60 plf n/a 9 2nd fl Unf.Area Left 22-02-12 32-06-04 40 psf 10 psf 16-03-00 Controls Summary Value %Allowable Duration Load Case Span Location Pos. Moment 5206 ft-Ibs 24.9% 100% 14 1 - Internal Neg. Moment -5929 ft-Ibs 28.3% 100% 18 1 -Right End Shear 2062 Ibs 21.4% 100% 14 1 -Left Cont. Shear 4151 Ibs 43.0% 100% 26 5-Right Total Load Defl. U1157(0.097") 20.8% 14 1 Live Load Defl. U1407(0.08") 25.6% 14 1 Total Neg. Defl. -0.025" 5.1% 14 2 Max Defl. 0.097" 9.7% 14 1 Span/Depth 11.8 n/a 1 Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for 61 is 3". Minimum bearing length for B2 is 4". Minimum bearing length for B3 is 3". Minimum bearing length for B4 is 3". Minimum bearing length for B5 is 3". Minimum bearing length for B6 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 BOiSE- Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Floor Beam\Level 1\13 2 BC CALGO 92 Design Report-US 6 spans No cantilevers 0/12 slope Tuesday, February 14, 2006 12:51 Build'141 File Name: Rielly.BCC Job Name: Scullin Description: Level 1\B_2 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a 0 output as evidence of suitability for o o �/ particular application.Output here based c on building code-accepted design properties and analysis methods. • �—• Installation of BOISE engineered wood e �/ products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=2-3/4" (800)232-0788 before installation. b minimum= 3" d = 12" e minimum=3" BC CALCO, BC FRAMERS,AJSTM, ALLJOISTO, BC RIM BOARD TM BCIO, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAMTM,SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEMS,VERSA-LAMO,VERSA-RIM Nailing schedule applies to both sides of the member. PLUSO,VERSA-RIMS, Member has no side loads. VERSA-STRAND TM,VERSA-STUD@ are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 16d Sinker Nails L.L.C. Page 2 of 2 BW$E- Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SPFloor Beam\Level 1\13 26 BC CALCO"9%2 Design Report- US 1 span No cantilevers 0/12 slope Tuesday, February 14,2006 12:51 Build141 File Name: Rielly.BCC Job Name: Scullin Description: Level 1\B_26 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 6 4 10-09-12 BO, 1-3/4" B 1, 1-3/4" LL 1550 Ibs LL 1550 Ibs DL 2248 Ibs DL 2247 Ibs SL 1784 Ibs SL 1784 Ibs Total of Horizontal Design Spans=10-09-12 P Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 10-09-12 40 psf 10 psf 01-04-00 2 wall Unf. Lin. Left 00-00-00 10-09-12 60 plf n/a 3 2nd fl Unf.Area Left 00-00-00 10-09-12 40 psf 10 psf 01-04-00 4 wall 2nd Unf. Lin. Left 00-00-00 10-09-12 60 plf n/a 5 attic Unf.Area Left 00-00-00 10-09-12 20 psf 10 psf 09-00-00 6 Roof Unf.Area Left 00-00-00 10-09-12 15 psf 30 psf 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 15091 ft-Ibs 62.7% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 4689 Ibs 42.3% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U306(0.423") 78.3% 2 1 output as evidence of suitability for Live Load Defl. U513 (0.253") 70.2% 2 1 particular application.Output here based Max Defl. 0.423" 42.3% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 13.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum U240 Total load deflection criteria. building codes.To obtain Installation Guide 9 ( ) or ask questions, please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO, BC FRAMER@,AJSTM, Minimum bearing length for 131 is 1-1/2". ALLJOISTO, BC RIM BOARDT"' BCIO, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing + BOISE GLULAMT^" SIMPLE FRAMING @ 1/2 intermediate bearingSYSTEM ,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND-,VERSA-STUD@ are Connection Diagram trademarks of Boise Wood Products, ftb d L.L.C. a o � o c / e ° ° / a minimum=2" c=2-3/4" b minimum= 3" d= 12" e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 noises Quadruple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SHoor Beam\Level 1\B 3 BC CALL®9.2 Design Report-US 6 spans No cantilevers 1 0/12 slope Tuesday, February 14, 2006 12:51 Build'141 File Name: Rielly.BCC Job Name: Scullin Description: Level 1\13_3 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 5 3 4 11 10 9 8 ?7 1 1 1 1 ,r '..r �A.a, 1r. .; .. 05-10-00 A 05-02-00 A 05-02-00 A 05-00-00 A 05-01-00 A 05-09-00 BO,3-1/2" 131,3-1/2" B2,3-1/2" B3,3-1/2" B4,3-1/2" B5,3-1/2" B6,3-1/2" LL 6195 Ibs LL 7359 Ibs LL 5326 Ibs LL 13096 Ibs LL 7066 Ibs LL 7895 Ibs LL 3020 Ibs DL 3999 Ibs DL 3563 Ibs DL 1628 Ibs DL 7441 Ibs DL 1387 Ibs DL 2675 Ibs DL 899 Ibs SL 925 Ibs SL 268 Ibs SL 22 Ibs SL 1 Ibs Total of Horizontal Design Spans=32-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 32-00-00 40 psf 10 psf 15-07-02 2 Stl#4 Conc. Pt. Left 01-08-04 01-08-04 6640 Ibs4234 Ibs n/a 3 STL#4 Conc. Pt. Left 14-11-12 14-11-12 6640 lbs4234 Ibs n/a 4 B_5 Conc. Pt. Left 16-02-00 16-02-00 1761 Ibs 1684 Ibs n/a 5 B_16 Conc. Pt. Left 16-02-00 16-02-00 1171 Ibs 312 Ibs n/a 6 B_18 Conc. Pt. Left 21-01-06 21-01-06 1171 Ibs 312 Ibs n/a 7 wall Unf. Lin. Left 00-00-00 32-00-00 80 plf n/a 8 ceiling shed Unf.Area Left 00-00-00 01-08-04 5 psf 10 psf 08-00-00 9 roof shed Unf.Area Left 00-00-00 01-08-04 15 psf 35 psf 08-00-00 10 Attic Unf.Area Left 00-00-00 01-08-04 20 psf 10 psf 09-00-00 11 Roof Unf.Area Left 00-00-00 01-08-04 15 psf 30 psf 13-00-00 12 2nd fl Unf.Area Left 14-11-12 16-02-00 40 psf 10 psf 10-06-00 13 2nd fl Unf.Area Left 20-01-06 32-00-00 40 psf 10 psf 14-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Pos. Moment 14814 ft-Ibs 53.1% 100% 14 1 - Internal Neg. Moment -7914 ft-Ibs 28.4% 100% 18 1 - Right End Shear 8826 Ibs 68.6% 100% 14 1 - Left Cont. Shear 10674 Ibs 83.0% 100% 1 3- Right Total Load Defl. U1064(0.066") 22.5% 13 1 Live Load Defl. L/1641 (0.043") 21.9% 13 1 Total Neg. Defl. -0.021" 4.3% 13 2 Max Defl. 0.066" 6.6% 13 1 Span/Depth 7.4 n/a 1 Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-7/8". Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 3". Minimum bearing length for B3 is 3-1/2". Minimum bearing length for B4 is 3". Minimum bearing length for B5 is 3". Minimum bearing length for B6 is 1-1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 BOiSE- Quadruple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SPloor Beam\Level 1\13 3 BC CALC®9.2 Design Report-US 6 spans No cantilevers 0/12 slope Tuesday, February 14, 2006 12:51 Build'141 File Name: Rielly.BCC Job Name: Scullin Description: Level 1\B_3 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company:. Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Disclosure ►1 b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • �• • particular application.Output here based on building code-accepted design c \ properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with • - • current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" C=2-3/4" or ask questions,please call (800)232-0788 before installation. b minimum=2-1/2"d =24" BC CALCO, BC FRAMERO,AJS- Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO, BC RIM BOARDT. BCIO, please consult a technical representative or professional of Record. BOISE GLULAM- SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. SYSTEMO,VERSA-LAM@,VERSA-RIM Bolts are assumed to be Grade A307 or Grade 2 or higher. PLUS@,VERSA-RIM@, Member has no side loads. VERSA-STRANDT'",VERSA-STUD@ are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 1/2 in.Staggered Through Bolt L.L.C. Page 2 of 2 Boisw Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Floor Beam\Level 1\13 4 BC CALCO".9.2 Design Report-US 2 spans No cantilevers 1 0/12 slope Tuesday, February 14, 2006 12:51 Build 141 File Name: Rielly.BCC Job Name: Scullin Description: Level 1\13_4 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: � i Ow 07-11-12 AIL 08-00-00 BO,3-1/2" B1,5-1/4" B2,3-1/2" LL 1609 Ibs LL 4588 Ibs LL 1612 Ibs DL 387 Ibs DL 1287 Ibs DL 388 Ibs Total of Horizontal Design Spans=15-11-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 15-11-12 40 psf 10 psf 11-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3377 ft-Ibs 16.1% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -4688 ft-Ibs 22.4% 100% 1 1 -Right be verified by anyone who would rely on End Shear -1491 Ibs 15.5% 100% 16 .2-Right output as evidence of suitability for Cont. Shear •2345 Ibs 24.3% 100% 18 2-Left particular application.Output here based Total Load Defl. U2085(0.046") 11.5% 16 2 on building code-accepted design properties and analysis methods. Live Load Defl. U2434(0.039") 14.8% 16 2 Installation of BOISE engineered wood Total Neg. Defl. -0.012" 2.5% 16 1 products must be in accordance with Max Defl. 0.046" 4.6% 16 2 current Installation Guide and applicable Span/Depth 10.1 n/a 2 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALCO, BC FRAMER@,AJSTA° Design meets Code minimum(U360) Live load deflection criteria. ALLJOISTO, BC RIM BOARD TM BCIO, Design meets arbitrary Maximum load deflection criteria. BOISE GLULAM- SIMPLE FRAMING g ry (1") M SYSTEM@,VERSA-LAMO,VERSA-RIM Minimum bearing length for BO is 1-1/2". PLUS@,VERSA-RIM®, Minimum bearing length for B1 is 3". VERSA-STRAND TM,VERSA-STUD@ are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min.end bearing + L.L.C. 1/2 intermediate bearing Connection Diagram f b-- d— a • . • o o c e 0 0 0 a minimum=2" c=2-3/4" b minimum= 3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 noisw Quadruple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SPloor Beam\Level 1\13 5 BC CALCO�.2 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday, February 14,2006 1251 Build 141 File Name: Rielly.BCC Job Name: Scullin Description: Level 1\B_5 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: s 9 z 711 AL r �x fir`;,� %%i %// �" .�,- r• '� � x �.re>ii 13-00-00 AAL BO, 1-3/4" B1,3-1/2" LL 6169 Ibs LL 1212 Ibs DL 4405 Ibs DL 1685 Ibs SL 1474 Ibs SL 550 Ibs Total of Horizontal Design Spans=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 13-00-00 40 psf 10 psf 01-04-00 2 wall Unf. Lin. Left 00-00-00 13-00-00 80 plf n/a 3 ceiling shed Unf.Area Left 00-00-00 07-00-12 5 psf 10 psf 01-04-00 4 roof shed Unf.Area Left 00-00-00 07-00-12 15 psf 35 psf 01-04-00 5 wall Unf. Lin. Left 00-00-00 07-00-12 60 plf n/a 6 attic main Unf.Area Left 00-00-00 07-00-12 20 psf 10 psf 05-00-00 7 roof Unf.Area Left 00-00-00 07-00-12 15 psf 30 psf 08-00-00 8 FB01 Conc. Pt. Left 00-00-00 00-00-00 4720 Ibs 1945 Ibs n/a 9 B 19 Conc. Pt. Left 07-00-12 07-00-12 1215 Ibs 829 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Pos. Moment 17629 ft-Ibs 54.9% 115% 13 1 - Internal End Shear 4673 Ibs 31.6% 115% 2 1 -Left Total Load Defl. U309 (0.505") 77.8% 2 1 Live Load Defl. L/572 (0.273") 63.0% 2 1 Max Defl. 0.505" 50.5% 2 1 Span/Depth 16.4 n/a 1 Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing + 1/2 intermediate bearing Page 1 of 2 �t"Eti Town of Barnstable Building Department - 200 Main Street , STABLE. * Hyannis, MA 02601 MASS 9�A 16.39. , (508) 862-4038 rFu Mai s Certificate of Occupancy Application Number: 90379 CO Number: 20080032 . Parcel ID: 020065 CO Issue Date: 02113108 Location: 234 SCHOOL STREET 'Zoning Classification: RESIDENCE F DISTRICT Village: COTUIT Gen Contractor: PROPERTY OWNER Permit Type: RC00 'CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed 9 t Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 9 MASS. 1639. , (508) 862-4038 Certificate of Occupancy TEMP C00 Application 90379 CO Number: 20070208 Parcel ID: 020065 CO Issue Date: 08/30107 Location: 234 SCHOOL STREET Zoning Classification: RESIDENCE F DISTRICT Owner: SCULLIN, JANICE J. Proposed Use: 160 COMMONWEALTH AVE #405 BOSTON, MA 02116 Gen Contractor: PROPERTY OWNER Permit Type: RES TEMP CERT OF OCCUPANCY Comments: TEMP CO GOOD FOR 60 DAYS - EXPIRES 10130107 12, Ae Building Department Signature Date Signed r� TOWN OF BARNSTABLE BUrLDINO PERMIT PARS EI' ID 020 055n OEOSASE ID 335 ADDRESS 232 SCF09L StREET h PHONE COTUfi .x ZIP - LOT PT 0�`'�, '. BLOCK LOT SIZE ! DBA DEVELOPMENT DISTRICT CT I PERMIT 90379 DESCRIPTION SINGLE FAMILY DWELLING it PERMIT -TYPE BUILDR TITLE REBUILD AFTER TEARDOWN CONTRACTORS: PROPERTY OWNER -Department of ARCHITECTS: Regulatory Services TOTAi FEES: $1.,�432.50 BOND F ",- $.00 CONSTRUCTION. CQSTS $325,000.00 , 1.01 SINGLE FAM 1OME DETACHED 1 PRIVATE antsxsi�ist.E, 1639. A1� 11 i BU DIN DIVI I N BY DATE ISSUED 02/11/200'5,:. EXPIRATION DATA I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR J ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 1.FOUNDATIONS OR FOOTINGS 1 2. PRIOR TO COVERING"STRUCTURAL'MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). "? PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSP C ION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 �f QjRA U �o ,ocXrM, vh s- l96 R�u� � .• i CD P rc IV t� �C 2���Cc lssua-s o�u� �y ) 3 1= IG INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 � ) a j BOARD.OF HEALTH' C3 OTHE S S SITE PLAN REVIEW APPROVAL 1 ( 07 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILD.. ING PERMIT 80i$E- Quadruple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SPloor Beam\Level 1\B 5 BC CALCO 9.2 Design Report- US 1 span No cantilevers 0/12 slope Tuesday, February 14, 2006 12:51 Build 141 File Name: Rielly.BCC Job Name: Scullin Description: Level 1\B_5 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Disclosure -►I b —d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c \ properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with •L • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=2-3/4" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALCO, BC FRAMERO,AJS- Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO, BC RIM BOARD TM BCIO, please consult a technical representative or professional of Record. BOISE GLULAMT"^ SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. SYSTEM@,VERSA-LAM@,VERSA-RIM Bolts are assumed to be Grade A307 or Grade 2 or higher. PLUS@,VERSA-RIM@, Member has no side loads. VERSA-STRANDTM,VERSA-STUD@ are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 1/2 in.Staggered Through Bolt L.L.C. Page 2 of 2 BOISE, Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SPloor Beam\Level 21B 16 BC CALCO 9.2 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, February 14, 2006 12:51 Build 141 File Name: Rielly.BCC Job Name: Scullin Description: 2nd fl beam over power room Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 7 i " 06-07-08 BO,3-1/2" 131,3-1/2" LL 2186 Ibs LL 2186 Ibs DL 578 Ibs DL 578 Ibs Total of Horizontal Design Spans=06-07-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 06-07-08 40 psf 10 psf 16-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4548 ft-Ibs 32.6% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2042 Ibs 31.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1110(0.071") 21.6% 1 1 output as evidence of suitability for Live Load Defl. U1403(0.056") 25.7% 1 1 particular application.Output here based Max Defl. 0.071" 7.1% 1 1 on building code-accepted design Span/Depth 8.3 1 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U building codes.To obtain Installation Guide240)Total load deflection criteria. or ask questions, please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO, BC FRAMER@,AJSTM, Minimum bearing length for B1 is 1-1/2". ALLJOIST® BC RIM BOARD- BCIO, Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min.end bearing + BOISE SIMPLE FRAMING 1/2 intermediate bearingSYSTEM@,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND-,VERSA-STUDO are Connection Diagram trademarks of Boise Wood Products, b -- d L.L.C. a c a minimum=2" c=2-3/4" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BOiSE- Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SPloor Beam\Level 2\B 17 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, February 14,2006 12:51 Build 141 File Name: Rielly.BCC Job Name: Scullin Description: 2nd fl beam left of stair Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 e `r '12 .,:., h„ nix7"aI,�y :• ,,!/u,vii - ,: � .�- ;.tea., ,� .. F; ,,�. .,� ... :. .,. • ' ,. '. '. 04-11-00 � BO, 1-3/4" 61 LL 1623 Ibs LL 1623 Ibs DL 429 Ibs DL 429 Ibs Total of Horizontal Design Spans=04-11-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 04-11-00 40 psf 10 psf 16-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2521 ft-Ibs 18.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear -1391 Ibs 21.6% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U2690(0.022") 8.9% 1 1 output as evidence of suitability for Live Load Defl. U3400(0.017") 10.6% 1 1 particular application.Output here based Max Defl. 0.022" 2.2% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 6.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER@,AJSTM, Minimum bearing length for B1 is 1-1/2". ALLJOIST®, BCTRIM BOARDTM, BCI®, Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing + BOISE SIMPLE FRAMING SYSTEM@,VERSA-LAMS,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND-,VERSA-STUDS are Connection Diagram trademarks of Boise Wood Products, b d L.L.C. a c a minimum=2" c=2-3/4" b minimum=3" d = 12" Member has no side loads. Connectors are: 16d.Sinker Nails Page 1 of 1 -_ -- _-_--' _ -__'- 1 — ' - - -_ VERSA-LAM@) 3100 SPloor ~~~a...~-~~~. ~~~~_.~ BCCALCOS.2 Design Report' UG 1epan No cantilevers 10M2slope Tuesday, February 14. 20O612:51 � Build 141 File Name: Job Name: Scullin Description: Level 2\B_18 Address: 232 School St Specifier: bn Chy. Stote,2]p: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: |CBO5512 NER82S Mi 04-02-03 B0.3'1/2^ a1,3'1/2^ ` LL11n ma LL11r1 |bo m'31zmo m'mumu Total ofHorizontal Design Spans 04-02-03 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. Controls Summary 0isz|msmmm rus. mwmont /oaon'/os //.um /uum / 1 'Internal Completeness and accuracy of input must End Shear 870|bo 13.5% 10096 1 1 'Left ue verified uy anyone who would rely vn Total Load DeO. U6217(0.01^) 4.6Y6 1 1 output oo evidence nf suitability for Live Load DeO. UGGO8(D�OUO'') 5.4Y6 1 1particularxmmi O h based `^~~''~ 'ycode-accepted K�oxDaO. O.O1" 1.O96 1 1 properties and analysis | Span/Dep� 5.3 �a 1 � products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(L1240)Total load deflection criteria. or ask questions, please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection K�inimumbaahng |en forBDia1'1��' sCCALCO. aCFRAMsmm.Aua`°. - xu�O|GT� o�n|�o0�no= oC|� K�inimumbnohng |en�hforB1 iu1'1��� ' ' ' oO|GEGLU G G ----'---'�~ —�~- — - - '- u\�`° |�P�sF���|w � Horizontal Span end -~~^~~' '~ ~ Entered/Displayed ~^~ � SYSTEMS,vE vsRGx'n|M � "^ "intermediate bearing PLu00.vsnGAfRIMO. � VERSA-STRAND TM� 'VERGA�TU00em Connection Diagram trademarks of pmdumo. L.L.C. a minimum=2^ o=2'3/4^ b minimum=3^ d = 13^ � Member has no side loads. Connectors are: 1om Sinker Nails Page 1 of 1 I BOISE- Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SPloor Beam\Level 2\B 19 BC CALCO 9.2 Design Report- US 1 span No cantilevers 1 0/12 slope Tuesday, February 14, 2006 12:51 Build 141 File Name: Rielly.BCC Job Name: Scullin Description: Level 2\B_19 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: FIT" 1=' v A'F_� a\ a 06-02-12 BO B1,3-1/2" LL 529 Ibs LL 530 Ibs DL 786 Ibs DL 830 Ibs SL 684 Ibs SL 686 Ibs Total of Horizontal Design Spans=06-02-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 06-02-12 40 psf 10 psf 03-00-00 2 ceiling Unf.Area Left 00-00-00 06-02-12 10 psf 10 psf 05-00-00 3 shed roof Unf.Area Left 00-00-00 06-02-12 15 psf 30 psf 05-00-00 4 gable Trapezoidal Left 00-00-00 40 plf n/a 5 main roof Unf.Area Left 00-00-00 06-02-12 1®prdf 30 psf 02-04-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3139 ft-Ibs 19.6% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 1498 Ibs 20.3% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U1713(0.044") 14.0% 2 1 output as evidence of suitability for Live Load Defl. L/2844(0.026") 12.7% 2 1 particular application.Output here based Max Defl. 0.044" 4.4% 2 1 on building code-accepted design Span/Depth . Na 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (L/240)Total load deflection criteria. or ask questions, please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO, BC FRAMERO,AJSTM, Minimum bearing length for B1 is 1-1/2". ALLJOISTO, BC RIM BOARD TM BCIO, Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min. end bearing+ BOISE SIMPLE FRAMING 1/2 intermediate bearingSYSTEMM®@,,VERSA-LAM@,VERSA-RIM PLUSO,VERSA-RIM@, VERSA-STRANDTM,VERSA-STUD@ are Connection Diagram trademarks of Boise Wood Products, b —d L.L.C. a a minimum=2" c=2-3/4" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 soisw Single 9 1/2" AJSTm 25 MSR Joist\Level 2W 06 BC CALCO 9.2 Design Report-US 1 span I No cantilevers 0/12 slope Tuesday, February 14, 2006 12:51 Build 141 16"OCS Repetitive Glued&nailed construction File Name: Rielly.BCC Job Name: Scullin Description: Level 2\J_06 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1144 Misc: 17-04-02 BO,3-1/2" B1, 1-1/2" LL 463 Ibs LL 462 Ibs DL 116 Ibs DL 116 Ibs Total of Horizontal Design Spans=17-04-02 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 17-04-02 40 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2503 ft-Ibs 52.0% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 574 Ibs 50.1% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. L/494 (0.421") 48.6% 1 1 output as evidence of suitability for Live Load Defl. U618 (0.337") 77.7% 1 1 particular application.Output here based Max Defl. 0.421" 42.1% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 21.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(U240)Total load deflection criteria. or ask questions,please call Design meets User specified (U480) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + BC CALCO, BC FRAMER®,AJSTM 1/2 intermediate bearing ALLJOISTO,BCTM BOARD- BCIO, BOIComposite El value based on 23/32"thick sheathing glued and nailed to joist. SYS E SIMPLE FRAMING YSTEM@,VERSA-LAMO,VERSA-RIM PLUSO,VERSA-RIM@), VERSA-STRAND-,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 r BOISE- Single 9 1/2" AJSTm 20 MSR JoistlLevel 2W 08 BC CALCO-9.2 Design Report- US 2 spans I No cantilevers 1 0/12 slope Tuesday, February 14, 2006 12:51 Build 141 16"OCS Repetitive Glued&nailed construction File Name: Rielly.BCC Job Name: Scullin Description: Level 2\J_08 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1144 Misc: 71 y %. ` r .� ,�r�j, ...,,rczwz'°��," :,��i/ior�r'r,r ±�../�,.. .n,.F "� ..,:�✓„�,"„ ..., �... 14-10-08 A 13-01-02 BO, 1-1/2" B1,3-1/2" B2 LL 344 Ibs LL 935 Ibs LL 308 Ibs DL 77 Ibs DL 234 Ibs DL 62 Ibs Total of Horizontal Design Spans=27-11-10 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 27-11-10 40 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1329 ft-Ibs 39.1% 100% 14 .1 -Internal Completeness and accuracy of input must Neg. Moment -1650 ft-Ibs 48.6% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 417 Ibs 36.4% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 1150 Ibs 39.3% 100% 1 1 -Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 597 Ibs 51.5/0 100/0 1 1 -Right properties and analysis methods. p Y Total Load Defl. U896 (0.199") 26.8% 14 1 Installation of BOISE engineered wood Live Load Defl. L/1067 (0.167") 45.0% 14 1 products must be in accordance with Total Neg. Defl. 0.047" 9.5% 14 2 current Installation Guide and applicable Max Defl. 0.199" 19.9% 14 1 building codes.To obtain Installation Guide Span/Depth 18.8 n/a 1 or ask questions,please call (800)232-0788 before installation. Notes BC CALCO, BC FRAMER@,AJSTM, Design meets Code minimum(U240)Total load deflection criteria. ALLJOISTO, BC RIM BOARD TM BC10, Design meets User specified (U480) Live load deflection criteria. 6018E S SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary (1") Maximum load deflection criteria. PLUS@,VERSA-RIM@, Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ VERSA-STRAND TM,VERSA-STUDO are 1/2 intermediate bearing trademarks of Boise Wood Products, Composite El value based on 23/32"thick sheathing glued and nailed to joist. L.L.C. Page 1 of 1 BOISE- Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 Sftple Hip\Level I\SH01 BC CALCO-9.2 Design Report-US 2 spans Left cantilever 2.1/12 slope Tuesday, February 14, 2006 12:53 Build 141 File Name: Rielly.BCC Job Name: Scullin Description: Level 1\SH01 Address: 232 School St Specifier: be City, State,Zip: Cotuit, MA Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1 040 Misc: 1-12.1 12 d 01-05-00 A 14-01-11 B1,3-1/2" B2, 1-3/4" 0 DL 716 lbs DL 1191 lbs SL 1076 lbs SL 1859 lbs d=10-00-00 0=01-00-00 Total of Horizontal Design Spans=15-06-11 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Equivalent Load Trapezoidal Left 00-00-00 0 plf 0 pif n/a 15-06-11 232 plf 377 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 8617 ft-lbs 70.4% 115% 3 2-Internal Completeness and accuracy of input must Neg. Moment -24 ft-lbs 0.2% 115% 3 1 -Right be verified by anyone who would rely on End Shear -3050 lbs 67.2% 115% 3 2-Right output as evidence of suitability for Cont. Shear 1745 lbs 38.4% 115% 3 2-Left particular application.Output here based Total Load Defl. L/291 (0.593") 61.9% 3 2 on building code-accepted design properties and analysis methods. Live Load Defl. L/479 (0.359 ) 50.1% 3 2 Installation of BOISE engineered wood Total Neg. Defl. -0.191, 25.3% 3 1 -Cantilever products must be in accordance with Span/Depth 14.3 n/a 2 current Installation Guide and applicable building codes.To obtain Installation Guide or Slope and Cut Length Slope Facia Depth Horiz.Length Product Length (8 ask questions,please call 00)232-0788 before installation. Plumb Cut with Hanger to dbl.top plate 2.1/12 9-5/8" 15-06-11 15-11-04 BC CALCO, BC FRAMER@,AJSTM, Notes ALLJOISTO,BC RIM BOARD-, BCIO, Design meets Code minimum (Ul 80)Total load deflection criteria. BOISE GLULAMTm,SIMPLE FRAMING SYSTEMV,VERSA-LAMO,VERSA-RIM Design meets Code minimum (U240) Live load deflection criteria. PLUS@,VERSA-RIM@, Minimum bearing length for 131 is 3". VERSA-STRANDTM,VERSA-STUD@ are Minimum bearing length for B2 is 2-3/8". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min.end bearing+ L.L.C. 1/2 intermediate bearing Page 1 of 1 r 7 02/13/2008 TOWN OF BARNSTABLE PG 1 08 : 56 SS APPLICATION PROFILE piappent GENERAL APPLICATION ------------------- Application ref 90379 Department BUILDING DEPARTMENT Location 234 SCHOOL STREET Parcel 020065 Cross streets Add' 1 loc desc Municipality COTUIT Subdivision Lot . 0 Existing use SINGLE FAMILY HOME memo Current Zoning RESIDENCE F DISTRICT Applicant Proj /Activity REBUILD HOUSE AFTER TEARDOWN Class of work NEW CONSTRUCTION Description SINGLE FAMILY DWELLING Proposed use SINGLE FAMILY HOME memo Proposed zoning RESIDENCE F DISTRICT Non-conforming N Applic received 02/17/06 Estimated cost 325, 000 Estim start/end 02/17/06 Actual start/end Impervious Surf Status ACTIVE Status code desc ACTIVE APPLICATION ' Multiple submissions N Next action Government. owned N. memo Ordinance ref Reason for app Parent app ROLES/NAMES Role Name/Address. PROPERTY OWNER SCULLIN, JANICE J. 160 COMMONWEALTH AVE 4405 BOSTON, MA 02116 GENERAL CONTRACTOR PROPERTY OWNER Phone : (000) 000-0000 Tradesman Name Lic Type License number Class Expires PROPERTY. OWNER OWNER t`Y 02/13/2008 TOWN OF BARNSTABLE PG 2 08 : 56 SS APPLICATION PROFILE piappent Application ref : 90379 (continued) ELECTRICAL CONTRACTOR HINCKLEY, MICHAEL T 73 BARBERRY LANE ' Phone : (508) 420-2274 MARSTONS MILLS, MA 02648 Tradesman Name Lic Type License number Class Expires HINCKLEY, MICHAEL T E50356 GAS CONTRACTOR WARREN BURRELL PLUMBING 105 SANTUIT ROAD Phone : 508-477-3420 MASHPEE, MA 02649-2302 Tradesman Name - Lic Type " License number Class Expires BURRELL,WARREN T. MSTR PLUMB 13628 05/01/08 BURRELL,WARREN T. JNMAN PLUM 26476 05/01/08 PLUMBING CONTRACTOR STEVEN J RICCI 70 EMERALD ST. Phone : (617) 428-7586 QUINCY, MA 02169 Tradesman Name Lic. Type License number Class Expires STEVEN J RICCI M11517 GAS CONTRACTOR STEVEN J RICCI 70 EMERALD ST. Phone : (617) 428-7586 QUINCY, MA 02169 Tradesman Name Lic Type License number Class Expires STEVEN J RICCI M11517 PERMITS Type Permit Number Status Issued Fee Unpaid Amt CONVERSION 90379 ISSUED 02/17/06 1, 432 . 50 . 00 NEW ELEC 20060545 ISSUED 08/04/06 100 . 00 . 00 RES GAS 20060630 ISSUED 09/26/06 61 . 00 . 00 RES GAS 2 20070500 ISSUED 04/25/07 61 . 00 . 00 RES PLUMBI 20070452 ISSUED 04/25/07 181 . 00 . 00 RES TEMPCO 20070208 ISSUED 08/30/07 25 . 00 . 00 TOTAL: . 1, 860 . 50 . 00 INSPECTIONS Type Requested Scheduled Insptr Permformd Results Bal Due BLDG FIN 1 12 : 00 RMCK 08/28/07 SPEC COND . 00 BLDG FIN 2 RMCK 02/11/08 PASS w0 CHIM 1 12 : 00 RMCK 05/23/06 . PASS . 00 EFINAL #1 WAMA 08/24/07 PASS . 00 EROUGH 1 WAMA 08/23/06 PASS . 00 ESRVC INSP WAMA 11/22/06 PASS . 00 FOUND 1 03/17/06 12 : 00 JLAU 03/17/06 PASS . 00 FRAME 1 12 : 00 RMCK 08/30/06 FAIL . 00 FRAME 2 PROM 09/21/06 PASS . 00 INS INSP 1 RMCK 10/02/06 PASS . 00 Ile - 02/13/2008 TOWN OF BARNSTABLE PG 3 08 : 56 SS APPLICATION PROFILE piappent Application ref : 90379 (continued) TOTAL: . 00 AUDIT HISTORY ------------- Department Action Source Created by Date Comments BUILDING DEPARTMENT BLDG FIN 2 APP mckechnr, 02/12/08 02/11/2008 PASSED INSPECTION BUILDING DEPARTMENT EXCEL Sept07Export APP pilookup 09/12/07 BUILDING DEPARTMENT Permit issued APP permit 08/30/07 Permit no 20070208, Permit type RES TEMPCO, PAID BUILDING DEPARTMENT Permit payment collected APP permit 08/30/07 Payment collected on permit RES TEMP CERT. OF OCCUPANCY 0 BUILDING DEPARTMENT EFINAL #1 APP amaraw 08/24/07 08/24/2007 PASSED INSPECTION BUILDING DEPARTMENT Permit issued APP sheas 04/25/07 Permit no 20070500, Permit type RES GAS 2 , PAID BUILDING DEPARTMENT Permit payment collected APP sheas 04/25/07 Payment collected on permit RES GAS - EXTRA G BUILDING DEPARTMENT Permit issued APP sheas 04/25/07 Permit no 20070452 , Permit type RES PLUMBI , PAID BUILDING DEPARTMENT Permit payment collected APP sheas 04/25/07 Payment collected on permit RES PLUMBING PERMIT P BUILDING DEPARTMENT ESRVC INSP APP amaraw 11/22/06 11/22/2006 PASSED INSPECTION BUILDING DEPARTMENT EXCEL DEMO APP larnedn t 10/17/06 BUILDING DEPARTMENT INS INSP 1 APP mckechnr 10/02/06 10/02/2006 PASSED INSPECTION BUILDING DEPARTMENT Permit issued APP permit 09/26/06 Permit ,no 20060630, Permit type RES GAS,, PAID BUILDING DEPARTMENT Permit payment collected APP permit 09/26/06 Payment collected on permit RES GAS PERMIT G BUILDING DEPARTMENT EXCEL 106 APP larnedn _ 09/25/06 BUILDING DEPARTMENT FRAME 2 APP romap 09/21/06 09/21/2006 PASSED INSPECTION BUILDING DEPARTMENT EROUGH 1 APP amaraw 08/23/06 08/23/2006 PASSED INSPECTION BUILDING DEPARTMENT Permit issued APP permit 08/04/06 Permit no 20060545, Permit type NEW ELEC, PAID BUILDING DEPARTMENT Permit payment collected APP permit 08/04/06 Payment collected on permit NEW RES ELECTRICAL PERMIT E ** END OF REPORT - GENERATED BY 'SHEA SALLY ** R i INE The Town of Barnstable I BARNSTABM Department of Health Safety and Environmental Services .- - MATS f639• ♦ i Building Division 200 Main Street,Hyannis,MA 02601 Office: 508=862-4038 I Fax: 508-790-6230 Inspection Correction Notice j Type of Inspection14 LocatioP)-3 �c W-MeL S'r, Permit Number 9(9 3 ;7? 0wner1 Builder i One notice to remain on job site,one notice on file in Building Department. The following items need correcting: G O,c 7`&AC--e-A} 0 X-<21Z 4'I RV E )Y C`-7**A`. (,d 6: A)6 z r . I (2b 'd 1 7 o v l�L C��u�-t CfQJtr (D 57 4 . f e� ¢ ` I i i a CC ASS A- -64 v (55 l Please call: 508-862-4038 for re-inspection. ? 'R-6 ( � Inspected by �i-- Date 13,107 i Affidavit of Substantial Financial Interest , Ice h!/l� cSu��u� of 1& ,n j 0 , on oath depose and state as follows:. 1• dam an applicant for a building permit for the property located at Map OZL, Parcel . The address of the property is Z 3z ;S� .66L 5 � �.1-0�� - 2 have /D d % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is !FS 65� , the following Individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address iJ I C.L J c CU L(_1 A-) l�v 0 C0 A4 M G Ai ✓� �Y�f `�b� CC fjvS' 1 A4 R bZlrL 1oh� 50_OLLI n1 , 4perfi •as� , I have had 4. Within the last twelve months, fromerest n the foilowinay's date, ig pro which have been a 1% or greater legal or equitable in the subject of a building permit application: Map/Parcel Address A �jZb r , M, 5. Within this calendar year, I have submitted _�. building permit applications for property in which I have a 1% or greater legal or equitable interest.. g• Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this'�� day of dJe—^Nk200_. 1 2001-0050/affin r,n n-r-rGRY/AFFIDAVIT oFtMME, Town of Barnstable Regulatory Services Thomas F.Geiler,Director • snarisTnsi.E. • , y ?Hnss g �A 1639. 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 HOMEOWNER LICENSE EXEMPTION Please Print DATE: It /Z L/< JOB LOCATION: Z 3 Z cSC'�H6U G. S T-"c-r -ri t T number street / village p "HOMEOWNER": 300(cf A,-Jo 1 WOV -'kU c tA/ name home phone# work phone# CURRENT MAILING ADDRESS: 160 e4MAf dA1W04 6" AW, — r$dsTd� city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Si�ofHomeow',.er' J Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt 1 ne.t,ommonweatrn of massacnusetts Department of Industrial Accidents A' • Office of Investigations, ' a 600 Washington Street Boston,MA 02111 ' www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/org =ation/lu ividual): 1 ffNl 4. Address: 1 r 6 (oAt 4olloegi-m &6_ City/State/Zip: 05,�,b/j r Ir✓JA 0,A114 Phone#: Are you an employer? Check the-appropriate box:. Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).*. have hired the sub-contractors 6 El New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t' 7• ElRemodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp. insurance. 9. El Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or.additions 3 Xrequired.] officers have exercised their I am a homeowner doing 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' comp.insurance required.] 13.0 Other *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 tcontractors 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: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of&'fil inalpenalties 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 maybe forwarded to the Office of Investigations of the DiA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature.. � � '"" Date:'. 4 5-- Phone#: Official use only. Do not write in this area,to be completed by city.or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#• ,a r 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,,partaership, 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 elling house of another who employs persons to do maintenance, construction or repair worYbn such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean 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 insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the ed to carry workers' compensation insurance. If an LLC or LLP does have members or partners; are not requir 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 provideda 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 thata valid affidavit is on file for:future pemuts or licenses..A new affidavit must be filled out.each e owner or citizen is obtaining a license or permit not related to any business or commercial venture a home year.Where required T r (i.e.a dog license or permit to bum leaves etc.)said person is NOT eq to complete this affidavit. The 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 . D cepartm mt of Industrial.Accidents s Office of rInvestipoons - 600-Washington Street. . Boston,MA 0211 L 877-MASSAFE - •1 . Tel. #617 7 27 4900 ext 406 or Fax#617-7274749 Revised 5-26-05 www.ma'ss.gov/dia W0 C3WR Appm is J Table J&Ub(continued) Prescriptive Faekaged for One and Tiro-Family Remidentiai Buiidinp Heated wlLb FouB Fuels • MAXfmum MINIMUM • . Ceiling Wall Floor .RRS= at Slab HeanaglCooLng Glaz�g Glazsag Wall Perimeter Equipment Emctency, Ares](%) U.Wue' R-valual R value R valuer + R vstnet R-vaitte • package 3701 to 6300 Beating Degree Da Nnl Q 12% 0.40 38 13 19 10 6 6. N� R 12•/. U2 30 ' 19 19 10 6 >Lf f ftfifi g 12•/. 0.50 33 13 18 t0 NWA � --—T— ----1s!/— - Q3b—Z ___ 38 I3 25 NIIS•! 0.46 38 19 19 10 as:AFLrs 13. 2S NIt9 19 1083 AFM w - .1S% om- 3Q N Natinal: x 18% 032•• 38 13' 2S NIA NIA Norsr al:. y !8•/. ' 0.42- 38 t9 2S NIA 6 90;AFiTE y .• 18% 0.42 38 13 t9 10 6 90 AFUL AA 18% O.SO 30 19 19 10 1.-ADDRESS OF PROPERTY: 23 Z Se000 S!" • Cow� ,-a ^�� .. 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS:. Z3. SQUARE FOOTAGE.OF ALL'MAZING: - f 4. %GLAZING AREA(#3 DIVIDED BY#2): 6 5. SELECT PACKAGE(Q--AA-see chart above): r7 ri NOTS: OAR IvIC}RE INVOLVED METHODS OF DETERMINING ENERGY REQUMEMENTS ARE AVAILABLE, ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-farms-�80303a 780 CM&Appendix J Footnotes to Table J8.2.1b: lass doors, skylights, and a Glazing area is the ratio of the area of the glazing assemblies (including sliding-g 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 maybe excluded from the U-valueea uirement. For example,3 of decorative glass may be excluded from a building design with 300 ifof glazing ar the manufacturer in accordance with =After January 1, 1999, glazing U-values must be tested and documented by the National Fenestration Rating Council (NFRCetest procedure, or taken from Table JL5.3.a. U•values are for whole units: center-of-glass U-values cannot be us.d 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 ;_.f,._ insulation aria R=3'8 insui on uiay be ittbstituted`foeR49=insulation; Ceiling R-Ya1 iee-represent the sum o#�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. use Do not include 'Wall R-vae lus represent the sum.of the wall cavity insulation plus insulating sheathing(' d). • exterior siding, structural sheathing,.and interior drywa3l.For example,as R 19 requirement could be met ElTT3ER by R 19 cavity insulation OR R-13 cavity insulation' plus R 6 insulating sheathing. Will requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 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 elgbtric resistance heating use compliance approach 3;4,'or 5.Af 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 JS.Z:Ia NOTES: values are maximum acceptable levels.Insulation R values are minimum acceptable-levels. a) Glazing areas and.U- 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 Jl.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(Le.,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- yalue of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 Sk 16864 Pw212 053380 05--05--2003 of 42=50P Massachusetts Quitclaim Deed Short Form(Individual) I,Jacqueline B. Cogswell,of 232 School St.,Cot it,Barnst ble County,Massachusetts being unmarried, for consideration paid,and in full consideration of�$345,06VA00 grants to Janice J.Scullin and John R. Scullin, husband and wife as Tenants by the Entirety,of 160 Commonwealth Avenue,Apt. 405,Boston,MA 02116 with quitclaim covenants the land in (Description and encumbrances,if any) together with buildings thereon situated in Barnstable(Cotuit),Massachusetts,bounded and described as follows: Being the Westerly portion of Lot 24 on a plan entitled"Plan of Building Lots at Cotuit-For Sale by (Chas L Gifford,May 1,1902):which said plan is duly filed in Barnstable County Registry of Deeds in Plan Book 15,Page 67. Said parcel is situated on the Northerly side of School St. in said Cotuit,and is bounded: -W Northeasterly by Lewis Pond,Forty-eight(48)feet,more or less; .H a 8 Southeasterly by the Easterly portion of said Lot 24, Two hundred and forty(240)feet,more or less; Southwesterly by Quimquisset Avenue on said plan,now called School St.,eighty-five and 3110(85.3) feet,more or less; 45 tl Northwesterly by Lot 26, on said plan, Two hundred thirty(230)feet,more or less. Containing 16,920 square feet,more or less. cu v For Seller's title,see deed from Frederic P. Clausen, dated September 11,2002 and recorded in Barnstable County Registry of Deeds in Book 15599,Page 125. DO Said premises are conveyed subject to building and zoning by-laws and easements and restrictions of o ` record. U Said premises are conveyed together with an appurtenant easement over a portion of the easterly portion of N -0 Lot 24 on said plan,as created by instrument of Helen P.Scudder recorded in Barnstable County Registry M N of Deeds,Book 2928,Page 252. vG May Witness my hand and seal this fday of 200 A qAl Q t L r Commonwealth of Massachusetts a Barnstable ss. . .,.. T May 5, 2003 XXMZX �?ri�i1A Then personally appeared before the above named Jacqueline B. Cogswell and acknowledged the foregoing instrument to be her free act and deed,before me RE,(s I 4n LEE PS 13F DEED Notary Public-Justice o the Peace M� p F'E6 j5►f My Commission expires L f1 J1Oy 2� V (�Individual-Joint Tenants-Tenants In Common-Tenants by the Entirety) US AS, T j ml j£f Cis;05I03 7 t 06F,M 01 ; h.; FEE 51179.90 BARNSTABLE REGISTRY OF DEEDS C`H q_:K V7.9'.6,0 CASH t�1179 o go rl::iilt l rt1,t?;;� `t TIME 14::38 11.1 I OF tiF Cotuit ,fire 33t'!gtrict f i con,rr Uater Mepartment l 1 26 �°� 4300 FALMOUTH ROAD, P.O. BOX 451 Ju y COTUIT, MASS. 02635 PHONE (508) 428-2687 FAX (508) 428-7517 October 24, 2005 Mrs. Janice Scullin 106 Commonwealth Ave #405 Boston, MA 02116 RE: 232 School Street, Cotuit Dear Mrs. Scullin, This letter confirms that the water located at 232 School Street in Cotuit,has been turned off and the meter has been discontinued. Please contact us at 428-2687 the morning of the demolition so that we can remove water service materials from the site before demolition begins. Sincerely, i Ken Ventura Superintendent OCT-31-2005 MON 04:00 PM KEYSPAN ENERGY FAX NO. 508 394 5019 P. 02 x°"` m Kev8pan Energy delivery t 127 Whitss Path Eif:ri;y Deli:�iy South Yarmouth, MA 02064 October 31,2005 To: Diehard Reilly FAX' 508-477-5697 Re: 232 School Street, Cotuit This letter is to confirm that we cut and capped the gas service at the Sate box to the above property. This was done by a Keyspan crew 10/28/05 If you should brave arty questions, T can be contacted directly at 508-760-7481 Sincerely, Susan McMullin Operations Coordinator Keysptin]Energy Delivery 11/02/2005 WED 9:50 FAX Z002/002 WNST,AR One NSTAR Way,Westwood,Massachusetts 02090-9230 EL EC TR/C GAS November 2,2005 Dear Ms.Janice Scullin: This letter will serve as confirmation that the electric service at 232 School St.Cotuit,Ma 02635 was removed from the electric utility poles. Based on this information, there is no electric power to this building and you may proceed with the demolition. If you have any questions,please contact me at(781)441-3651. Sincerely yours, ,Jacque1i /I�,Velfo Customer Service Clerk - M t f •� ALLMERICA FINANCIAL® 100 North Parkway HANOVER INSURANCE® Worcester,MA 01605 License or Permit Bond L The Hanover Insurance Company ❑ Massachusetts Bay Insurance Company Bond No. BLN1754750 KNOW ALL MEN BY THESE PRESENTS, that we, John and Janice Scullin of 160 Commonwealth Ave, Rnctnn, MA 09116 as Principal, and❑The Hanover Insurance Company (A New Hampshire Corporation)❑Massachusetts Bay. Insurance Company(A New Hampshire Corporation)as Surety, are held and firmly bound unto Town of Barnstable, 200 Main StrPat, Hyannis. to 02601 as Obligee, in the penal sum of One Thousand Dollars and No Cents ($1,000 00)---------Dollars, good and lawful money of the United States, for the payment of which sum well and truly to be made,.we bind ourselves, and our heirs, executors, . administrators,jointly and severally, firmly by these presents. WHEREAS the said Principal has.applied to said Obligee for a license to. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 232 School Street, Cotuit,_ MA .0 93 . . . . . . . . . NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which License is issued, then this obligation shall be void;otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or.until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the . . . . . . . . . . 17th. . . . . . . . . . . . . . . . . . . day of January, . . . . . . . . . �J .' . . . . . . . . . . . . . . . . . . . . . . . . yPrincipal y: ......:. ....::............................................................... (seal) ❑ MASSACHUSETTS BAY INSURANCE COMPANY THE HANOVER 3SR.A NCE COMPANY %By:. . . . . . . . . . . : ,. . . Anita Chesson Attorrey�-in-Fact 141-0761 (9/99) I Barnstable Assessing Search Results Page 1 of 2 NO ir} 0 10 !3� V p, Home: Departments:Assessors Division: Property Assessment Search Results Owner: SCULLIN,JANICE J. Property Sketch Legend Map/Parcel/Parcel Extension 020 /065/ Mailing Address SCULLIN,JANICE J. q3 SCULLIN,JOHN R. 160 COMMONWEALTH AVE#405f ! y " BOSTON, MA. 0211,E tr-, /3 3333 � Jy 2005 Assessed Values: Nam Appraised Value Assessed Value 2 2 Building Value: $107,000 $ 107,000 Extra Features: $2,400 $2,400 Outbuildings: $0 $0 Land Value: $242,100 $242,100 Interactive Property Map: ap requires Plug in: Totals:$351,500 $351,500 1 have visited the maps before Show Me The Map April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: SCULLIN,JANICE J. 5/5/2003 16864/212 $345,100 COGSWELL, RAYMOND H & 9/16/2002 15599/125 $ 1 CLAUSSEN,JACQUELINE B 3338/090 $0 2005 REAL ESTATE Tax Information: TayRates: (per$1,000 of valuation) . Land Bank Tax $63.80 Town Fire District Rates Other I $6.05 Barnstable-Residential $2.12 Land B. Barnstable-Commercial $2.80 Cotuit FD Tax(Residential) $449.92 C.O.M.M.-All Classes $1.01 Cotuit FD All Classes $1.28 Town Tax(Residential) $2,126.58 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 ' W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $2,640.30 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.39 Year Built 1955 Appraised Value $242,100 Living Area 1244 Assessed Value $242,100 Replacement Cost$ 135,487 R Depreciation 21 Building Value 107,000 Construction Details ' Style Ranch Interior Floors Carpet Model Residential Interior Walls Drywall t http://www.town.bamstable.ma.us/Assessing/Assess05/displayparce103.asp?mappar=020... 11/21/2005 Barnstable Assessing Search Results Page 2 of 2 Grade Average Heat Fuel Gas Stories 1 Story Heat Type .Hot Water Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 3 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 1 1/2 Bathrms Total Rooms 5 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL1 Fireplace 1 $2,400 $2,400 . Property Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) . CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/Assessing/Assess05/displayparce103.asp. appar=020... 11/21/2005 pp 7HE Town .of Barnstable sexrsss B►. Regulatory Re �9. �g g y Services Thomas F. Geiler, Director Public Health Division ,Thomas McKean, Director, . . I 200 Main Street, Hyannis, MA 02601 z.: DATE: t NUMBER OF PAGES TO FOLLOW: TO: FROM: PHONE PHONE: (508)862-4644 FAX PHONE: z �j FAX PHONE: (508)'790-6304 cc: - Ap NOTES/ OM M ENTS: • 0 9 . Q:Tax Form.doc NOTES: " 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 2s,.81• a'�' _ 'r4' &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASS.ACHUSETTS { STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 4.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W,'OWNERS ON THE SITE DURING FRAMING CONSTRUCTION i I , j EXIST. a MECH. I — e • r NEW STUDY. .SHELVES ,µ ' sro'x s's" JI 3 BIFOLD EXIST. I 'HALL RAILING U ul xs RAILIN3 �:� x.5 I NEW. GAMEROIirIfF' G • i NEW 2 e wnLL r - h PLAYROOM r E.P.•. i NEW - i • -� ------- .:� � . ' 0 EXPAND. C� BATH L'DRY.! UTIL. ° ACROSS , ` y BASEMENT FLAN LEGEND: •, . ----- - q ' ,. � . " • EXISTING WALLS 4 CONSTRUCTION TO BE REMOVED_ '`•.NEW CONSTRUCTION . - - - - c ni yssz� aFtF cx•r DRAWING NO.: COTUIT BAY DESIGN, LLC NEW REMODELING FOR SCALE,-0 __ 'l nr N r 0 H . C01— 43 BREWSTER ROAD - .L R �. J T rTC,R rr _ rr MASHPEE MA. 02649 GEHRKE RESIDENCE TFF�A,,. N l f h T!C�T T. W 4 ANY �E s DATE E OfL 4W —RE fU uS' ^}1 M r S Altf 1 PH. (508 274-1166 r F `""'"G F�"` ' 10/23/2013 FAX (50:�) 539-9402 234 SCHOOL STREET COTUIT, MA "` V�t rs `E ,w r i a.�;u v:;rr cr A, x 0 r xm. III .. r .. - A� k • - - • • - • - 1 , Z - _ O s5 �$ jz o n m 09 � Z CE Z CC 6-I I' _ 6'-I I• 6=11' \\ 8'-0' 8'-0' R[7AOIQw WAILS _ _ =Z LO WINDOW AND EXTEI'IIOR DOOR 5CHEDULE my MANUPAC?UFM REM ND. OIY STYLE P.OUGH OFT.0lIG MATERIAL rrosr WALL DRW D PULL M- / • _ O \ — J W ZO 'm 1 . ' A MOP.GlW 2 PNL DP Lv/2-14'9.L 6-O'• G'-1 1• FIBERG A55 OF t WOOD 5A. � � - _ R12 x 105 - '-I B PGUA 3359 WUBLE HUNG V/DLV 2'-9 3/4'• S' 1 13/4' MITE AWMIINM CLAD 1 to COIICPIIC 5aIOfUDF9 r O •I I -1 DD w TO 5DO1'R05I.1c C FELLA 3347 DOUBLE nUNG WMV 2'-9 3/4•r 3'-113/4' LYn1TE AWMRMJM CLAD v ® e C Q D FELLA 3353 DOUBLE HUI$G VAM 2'-9 3/4'r 4'-53M' "ITT ALUMINUM CLAD j. - I,�^, -B'_2• T-I a I OO - m I I q e I'v R m N E PELLA 3682 lH 3'PP.ENCH DOOR. 3'-O 3/4'r 6'-l a —ITE AW M UM CLAD � 1 - - a �I P PELIA 3682 M3•FRENCH DOOR 3•-03/4•t v-1a MITE AWMMUM CLAD G PELLA 141D2 12.OBL DM*NEP.SUDER 11•-87/8'. C.la LVHITE ALUt--UM CLAD A O- I R a1DPP5[tl • m I•� I N ` H PEUA 3682 PII 3'PP.ENCtI DOOR. 3'-O 3/4'a G!-la VMITE AW Mlt{UM CLAD V / I 1 PF11A 4159 DOUBLEIIUlA:Vlav 3'-5 3/4•. 4'-11 3H' L\MITE ALUTANUM CLADIt Q y I I N �!1 J FELLA 7 281 6•FP SUOING OR 6'-a r 6'-N S/8' YMI7E AWHnlNM CLAD - L _ - u W %DESIGNER,SLIDER %-a 3/4. 6'-1 a •MUTE ALUMIINM CIAD - Y I n _ I f T I a H n 5!1 0 a 6 PELIA IOBB2 - - Imo"— U . ' ... •' - ' - _.•- • .:FcYaa iAnln1ID-Cl Al.uno.au%s91'\c'/la4ItLLGlcN a PPtatT 9PID 4FJ1o'D6o•�nto l IcIC.P.E_I-E r--�_D_�' 1 b- I �r}r_=`�<`_r=r I4 II•III(1 1 I.;i�•II�IIII III I '-Z_'rP(•-%.9E��J1�I1;1 Ij1II 1III I•II����,�Ia I J.. s-r rIVV:,-r%%✓•.�'e�SG /.L d•-Am1 11 1:1l'IB:11l11_�J�P..AI NJR--_A El--_D IC G•fEPJRUn�5N1LLL 1'!l ffiW'//_®T-,R�2 B—.;`2A 'LVmsL�•-611•R rFIIICC l.„/;_=��,%:'7 J-�Jaa7I- TI IIL I•,-aI II I_ III I I.II COITRNO_R-U_ ORtw- s2Fq S-at31 43a av7i a FULL BASEMENT z nos at w Par rN &PP�ORN, INTERIOR DOOR 5CHEDULESTYL PGn OPENI MATERIAL MANUFACTURER Wr• r0. S.C.b0IIl 0' I ott POUD BPDSCO 2'-6'.6 8' 32'.83' rOonw rYncA 2 5PO50D 6'.0-'8 LH G AEL 32r 83' 5.C,NLASOIRTE T-7 314' 2' 5'- 3W' S-4 1/4' 5-4 I/2' 6-0 1/2 3 BRO500 2'-a.G'-B LH 3 PANEL 2(;*.83' S.C.MA5ONITE 4•- .G-8 DOUBLE 5 .83 S.C.MASOMTE4 BPOSCO Lr 1 9 B[M 5 DOUBLE DOOR 8 38.83 S.C.MA50NIT �j' 0 6 cro5C0 2-G'.C-g 5C.MA501JITE Lu o ms � OQ~W (ljtnJO— o LJ3•-5 112' q 01 - - --- - - - - - - - - - SMOKE DETECTORS REVIEWED m l7 �O 17-a �` TA BUILDING DEPT. DATE FOUNDATION -PLAN DATE 11512005 FIRE DEPARTMENT DATE SCAM T4=,•-a BOTH SIGNATURES ARE REQUIRED FOR PERMITTING DRAWING P. o olJL : - .--... - L- .. , Al o 6 • Z �o jlZt N It Z y E 6• o 0 0 N U� o Wa cq DECK N ROOF s•wlo. iD 0 MASTE 0 n DECK - BEDRO M 6o,lor a 10' 3 U2• 3 I/2' 3 I/2• 3•-5 3/4- ,3•-5 3/a• 3•-5 3la• 3'- 3/a• 5 17 Is•,Ic•-I I• - - - N ... --_••: .� ------------ Zj'-Q 8•-O - . i = o ,F .a H STL M 0i I rB DROOM## _ L b Nm 9 s I..__-.. :, G-61/2' 3' .•5'll 1/2' - Is-0',Is _ 3-SEASON m` ROOM d In Ic.re - 3 i tumor zuo rv.l CL CL- n _ I i t _ SZ 2'- 1/a' •I T-9 I/a' 3-I D o F m 4 Waz35 t.era 1 "' _ 10 I N 1 I :I - © 5 r-------- -------- M.BATH _ L__ O 10 o.00 , N 2,0, in - -----. �c`--� ------�Iil KITCHEN T C H E N BATH... z 3 DINING a. , Js o ® LL , •\ , d �l��nl; I L-I b iSHWR;-a a LO '" e•-la.so•' - x \ .. � m r �'. � J I� N� —_ L:-IJ_ � • I �� ii I hl i____ �6 r� � V' b _ -- �. C}.., - `Q2 P R.j©j I.. _ - I - nr... i I Oj ° -iol•:r.oY 5'-a 12' 3'-512' 3'-9 /2' •-j- 9'-4 I/r� i \ zI I •.9_ure,.i oli __ - a•.�'inLL I 1 °I I =BATH ___ 'rzil3r sv ` LZ _ .. ., I `� ----- " �t�f�^i < i ._LI.�--e•Io.YS• I _ IJ . LIVING ROOM 51r a�ur -Ic. 6z slrr HALL M; OU6TLI- - I �I O -- -=+•� a �----------- - - I - E, i _ N I SADY L / - S--_-__ I _I I` FOY �t =n I �CLI, O BEDROOM#2 b a 1 © g`�.y. �r--__ z 6'-I 3/4' tl bll - L--- n 6'-4 Ila• a'-5• 7•-,5' I -5'4 Nr. -a'-3 Ur - -. U'-4 i/a' 'S'-3!/2' I 8'-a 1/4- 9 ($,� ® ppqq dl 0 tV LL u � FIRST FLOOR PLAN SECOND FLOOR PLAN DATE 811512MS 1/4'=1'-(T. - - SCALE: JW-Td SO.R.WING 1534 SQ.FT.LNING SPACE _ 9166 30 SQ.FT.DECK SPACE - 256SSOYL#SEASON DRAW\\ING Ix • cli CROWN MOULDING«d N o >? O Ix6 BUILT OUT P.AKE BD.OVER - - mX�_ O ig Q 1x8 FRIEZE BOARD DECORATIVE SHIrWAf - �X TYPICAL DIAMOND PATTERN - LL FRONT ONLY 0 41 BRICK CHIMNEY - - - - _ -- _ -- oil LLI2aI x5/G CORNFP,BD V I x8 FASCIA BOARD ON ® - Q DOPJNFR - 8•P.00F OVERHANG OVER - I:10 FRIEZE BD.W/ .__ __ ... _ _ ._ .__ a•urec•vAtt Q BED MOULDING TIP.F7 FIRST FLOOR 1.0 CORNER BD.Q FRONT - Tt.T _.. - - ., - Ix8J5 PIIIE =_ _ ® _-- ® - - - _- ILLA - NMNE ALUMINUM CLAD N _ pCORNE.'.BDS. ® WINDOWS WITH - - - FRONT ONLY ___ _ - _ _ ___ _ Ix4 FINE CA54NG ? _.. G.CAP B B --„- AND CROWN MLD 'D 11 W.C 3WNGLES _._.. .. FRONT Y _. . ._- ....:_ _------- al ONLY FK_t rtCQ: _ __.:_ .. -:I .._:.... - - -.._.. ._._. _.__ .__. .. .. - .. rust ftoDe. BPJCK 5TEP5 TO GRADE BR05CO FRONT 4 PANEL DOOR WITH 14.51DEUGMT5 AND TRANSOM. _ I x6 PINE CASING ON 51DE5. Ix10 ABOVE WITH CROWN MLOG. FRONT ELEVATION - - O r CONTINUOU5 ROOF RIDGE VENT GAF TIMBERLINE FIBERGLA55 r W - P,OOF SH• . .ROOF DECK WITH HAND RAIL: _ - - - 1.4 DECKING ON SLEEPER5 's - _ •- - - - ON RUBBER.ROOFING OVER 1/2•CDX PLINVO.5HEATHING ON - 2.8 CLG.J015T5 Q 1 r'O.C.CUT - - TO SLOPE AWAY FROM MOU5E - ' - a'IJIC MALL _ _ _ Ci __ C _ C __ — (•i _ - � Q _ _ — Lu scmlD Hoop . __ _—.. .:...: . .__ ._ _ __ .... �__ _— ____ -_ -___ - rcP or nwre rot or r,Ar[ -.-._..__ ._ ._ ___-. �.; ^tt'P.:•HDP. _. __...___ -_.... __ ____ _ _ _ _ _ -_ _- - OLINE'WHITE ALUMINUMCIAO N H x m YELIA PR WI DONS WITH -0 PIN NG V\ IORN PINE . CORNER BM. � � - x v m IC� - nT th - - - - --- - sT nocP. lu NOTE: tL " to 5EE OWNER FOR FINAL DEC1510N5 ON - ~ ' - ." • RETAINING WADS - - • rU11 ,'' r. P P I\\LL-9•QI DATE:8115/2005 I l ' RIGHT SIDE ELEVATION G ce o°°°A\SAD 2 SCALE-*1/411•-(r FTTI FM _ _— F---------------------- ------------1 ri I/•r=1,.a, - -----1 _-=�--\2 fCNIDAPdI VJALL ' _ I 1 I � x mall fA'\2Ps a ww:ovr DRAWING?. - ' - II' 1r—n'(al.)mlJST K•-Vt DCYd\D �,�,����jjt� ((j�j�) - CROWN T OUT R G ON a) ^ 4 1 xG BUILT OUT RAKE 8D.OVER -" p' _ TYPICAFRIL BOARD .. - - q.. .; m v ,0 N < .._ O -_— - _ - I2 �.O 10 g d ----- - - -_ - - - 1.8 FASCIA BOARD ON 8`ROOF OVERHANG OVER - N J z B I LL 00.N9 BED MOULFRIEZEDING TYP.AT FIRST FLOOR • _ secalo PtoozMl v N I IQ 5 FINE ® . _ CORNER.B05. --_ - - - W.C.5HINGLES Qa 5-EXPOSURE B -- mmHgri 3 ftIX,e ROTE: SEE OWNER FOP FIHAt DECISIONS ON .- -- - . - RETAINING WALLS - - Co.sve - -- - - - - - REAR ELEVATION .-+• - _ GCONTINUOUS ROOF RIDGE VENT RNE FIBERGA55 5 TYP OIMSHE •-. vwI - �.. -- BRICK CHIMNEY ROOF DECK WITH.HAND RAIL: Ia4 DECKING ON 5LEEPER5 ' ON RUBBER ROOFING OVER . 12'CDX PLYWD.5HEATHING ON29 - . - - 2.8 CLG.JOISTS Q I G.D.C.CUT - . - TO SLOPE AWAY FROM HOUSE ® fn LU ui IaG/5 FINE - J b= LU CORNER 5D5.WHJ . p J W.C.SHINGLES • _.__- Ji-Y--T—__ _ 1 _'—___--_ @ 5'FXPiOSURE - BI C N .. U - DATE:8/15/2WS LEFT SIDE ELEVATION SCALE: V4�11-cr - DRAWINGit. . A .:© 6 I N O m to N VN U 12 0 >z O zIx J v - -' cdmn.voor r,1DGe vdD - 'cdmn.vmr 9Dce vent �p •� � _. cdillll P,Od'hOGE VE•R 2•12 P OGC BOND .12 PIOGe BOAP.D rO .•DC z.e Ra3r wvrrRs�lc•oc." ' WD m m.IBCPD,IC FDCL rco Snpwt[s z LA•f4IP,OCP �a. z.a P-OOP vAFr[Ps at r aa... a d �� 4YI/r CW.PLtt\TI.SnCAlrpxlGt .\� 1-� + �': � 111ABCPJItIC FD(R..00r 5np161f9 2alO PXii➢5�16.00 U � wt1% ,Il,.Y.M nlll RAn'D CY9�I'e-04 2.95 16'OC - Cd SnCATMnG t �.I O P.00Y PAPIEI9®16-O.C. _ P.-30 pISIAA ew50AT ARl TOP OP%AIL_ !7 I A M=BD. P.-b p15D1ATdl Yd 1f2'CDR nnm.StIFA1MI W T •.'OITn W BAfnCS @ 5 YCD 4G5 1df5 g, O.1 TOP O - Txlarr.Lp¢racL Root snnwt6 - - 'n-•-I � - - - _ .. - - . F,. - rF:l .L,'•.f•T :a '• ..,-OOF OCCR F MTF Iz a _ R-30 pLS1AAlld1 / / \ pFC4,W d19leePF�dYPP. 2.105,.16-OC. pl plG O.�dtlTOTTS WL - B ROOF P,AFTCPS tC O.C. / 1plE d`GABIL \ P[ilA 5tIWw DR I / fCT dI t.NIDdA - �IMl fr AWAY rY.O]I twtet[ vartuwBAPnrs({SLITCOCLG� •r. T_ .. I rrcm.nttrDsnCAIM,IGt /- DFYOIro \ \MnI,+CJSpw - . lam',.':f i: ...:1'.a•.i•'.a•� nAl1YPL,IC f9GL RCK)P SnpIGILS / / \ i MTM IN C0.514G-M. ., I rtlC#1 R FBf p—1 BEDROOM:3 AICe:QLL _ BDRM. _ a•6orrrt OVFP.tWwC01.10 I� AIID ODrtR MOULdI W M // - - \ - _ •/AULTLO—ul,G - - _ \ k - + ,I `I I :•;I•:'1T . /•'F' ' -:�;\ .TOP a rwTe - I j :` a•`a�.•. •.. ..-.,.,.•... I .- 9 2r' S 0Ep. T,G), O S- dID ROO. z10 PLOW. _ -- TOP d'PLAIE TOP OP PIATC - - - �i m• mm m^u••r ••>t zm urea.sTlro Luau Wrs rrr .., .. r'�ti�1�t(.i•ir I v � - rocl.ulsuLnTWll..lrz•cox n+•.w.. - `-„ b LIVINGG / DINING - ndISLe _ • 1 s uPosuRe.nPtdx - z. lO WBXI 57L.BM: x 2.c w-5r.wALu wr zu Irz• t _ - - _ IBGL I,LSULAiwll,.1/�CD RlV-O. a 3 SEASON RM. . HALL CLOS. nanFmx YccSMu so s•eiPosuP.e hrlcAL M.B E-D R O O M - _ f'CLIA DxL vnnw.•�s -rtLu rP.cllrn cecR - - - ..- - vrdn Irl caspw-M.. � a•Irn I,A CAsllw-M.— .. - � � w.l•r w.nT:vood waFLcoP.ortR - i - yr T..c nn:•ooD silarLocr.over - ` yr r m.PLmraTd suBPLcoR Duff +.,z•ulcno?BOLTs 91n_•Ac zo rlv.msrs@Ic•oc - s12-•vs-2o FU.lolsrs�,co.c - - c o c-TYPICAL FwsT Fto� _ rl�r etoce 9 ur Als-zo nR..alsn e I c o.c. rnsr noon i•l.. �^,Ti� _ 12' '•AIICMG^Bd.;S PLATC— — Irz•.-v a ulsuL - -_-;.':1_ - - l0]131n•.9 Ir_'•Ltt'AP.T -__ - _ II II 11. fJ)Ilya•A Ilr lVL WOiw GIRT -••. (3)1 3/+•.^12' � 6 IIr FBGL.p15UL J . 'I •� - --= II I I - II - - - --- 3 12-cd,c F1LLID - -' � - LALLY COLULp15 dl - —_31.7•cdlc.Fpuv II II -If—LAuv cautots I. _ -. - rd,v�D FcoTro� D1 _ Z - LYLY COLW.05 d1 " D'TIIICA•Y'.T MGn PODP.CD "' 30130.1.TIpOS II II .. II BFn0,0 �. - .. h _ N _ - OOnC FOUIIDATgII V/ALL dl I. polp,Fp FOJfpIGS a+,c•cdlTpl.Foomw 'l l 11 I I - ,_y Mdl,s trace - w iTa CCw FA SLAB rttA2 •ThICF.CdICLL25 BFLOC(( POUP.ED CdICP.FTC -MA:r.CdlcP SIAO nOOP. K• - dl nPar.courAaFo. -- - - I I 11 11 w .rcolldnTroll WNL dl - dl CIFNI.COUPACTFD: dl OLCA,I.OdaPAC1cD. - GP,wlwv,oAse - 11 II �iC eRAllulAv,enze .9+Ie•cdmu.reo:u,G Ge.,ululAR;BAse - - - . sLAe noon " �. r ,T ...- = OUIIDAT10114•AlL dl µ .._. 2G'-(7 • 32•-P .-,....,, 9••Ic•caD Lscorurc . .. - .Doan rrosTUIR - SECTIONAT3'SEA N ROOM SECTION AT ROOF DECK S1 SECTION AT FAMILY ROOM/DINING ROOM SO �n S2 AND MASTER BEDROOM HALL S3 AND MASTER BEDROOM _ _ A 5 va•=r-0• _ - 9 Z 6• Q Lr S ® m Q pj• , pj pp//�� N d' - - DATE 811512DD5 .SCALE 114-=T-Q -' .DRAWINGA • N 0�� >2 N o Z� 2 x 10 oECK JOLsrs f a 1?a 12.O.C. CUT TO SLOPE 1/12 TO OUTSIDE WALL 10 2 x 8 RAF7ER5 eo 2 x 8 CENNG J01575 i U Q 1 .c. a TYP:OVERHANG-1^c rosin m7xw In LVL r N ! 11 : .. :,,..., ��-' I J.I. . (—_..1 tl ;� p 11. 111 ! _I • - x 3 S L B ! _ I-L2)L I I LAY-ON ROOF 1_' 1 !7 I Y '1—T—T—r-1-7—T—r—r 1--f-T� ;1 z ! I I 1 1 ! I ! I I I I I I7 m 1 = _� ! N ! �'•,-�- Li O - m - ° - ' 1 1 I I I f I I I 11 Iz jl I 1 OC 3 : . • I Y R I . o - Lvt o T 112 .. ! oni .—�:J_1�1-L_I_J_1_L_LJ—_ _�--L• �— --- _ ��1 : � ! i+:Y .' 1 1 �::1� - Ll. ma 2 x 10 RAFTF-RS !.I - ' _ .1 .• b Q .. tq _ ... .. UIL-OUT PARE' STUDY ONLY - OVERfRAME PJorC - 9 1 i2•AJ5-25 FLOOF JOISTS AT DOPMEP. @ I G,O.C. A NLL D ��( SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN a I1r 1'-T _ DATE: 8/1S/2005 SCALE: - - - - SC V4-1•-M DRAPING 0.. .. Ara ® 6: i B/DH CO TUIT (FND) \ LEWIS POND ROAD \ x, \ ! ( LEWIS � d POND UPLAND i 76 I I \ / SCHOOL STREET LOCUS CB/DH l 96 82 I I \ I 64 I 60 I 78 74 ro�O\ � A O I b (FND) 100 e 8 I 94 I 90 I \\� I \ O� ��� j . � � I I •I 4 � 4 , I4 � O I � o o Z I 67 I LOCUS MAP /� \ 7s I ' ' - EXISTING HOUSE SILT FENCE /t - I pLAN 15 I I o I I 5 LEWIS a TO BE RAZED / pp \ I • c� D) 2 A. . 12 0/B5 I : 7z` 1 Y65.8 POND PLAN REF` 15167 & (WESTERLY PORTION OF ,\z 74 \ 1918 ROAD LAYOUT 0 f LOT 24 PLAN 15/67) \ �� DEED AREA I \ DEED REF• 168641212, 29281252 & ' - 152371313 16,920f 'S.F. \� •v \ ° ZONING. "RF,» 5 \a \ SETBACKS: 30-15-15 • QROp�It ;i i i APPROX APPROX. BB \2', D SEPTIC SEPTIC I 82.T G. W.0.D.: "AP" _a I . \ �� LOCAT/ONLOCAT/ON 86 \C3 \ KA - AS Bell, i 7p'CYfi \ tr i � n'Y.• O I 1 I BO 1 `i eelllee PIPE \ 1)16 N'�' "IM �'lleele �x 92 90 \\ SITE PLAN OF LAND h (FND) VE foo ,,,� m �' ��`�; 94 I D \\ LOCATED AT \ REsS. xo ';;;;;;;;;;;;;;,� - I i ��EE I i 232 .SCHOOL STREET ,,,,,,,,,,,,,,, yy I 1 �+O iiiiii"i r O't A.M. 20/66 +. , o. �— cnLn ..... .. ,,, 2� I \\ ' COTUIT MA. \ '7' cZ _ 1 \ ;;;; ,$', \� � �� iiiiiiiiiii I A'co ' 'q \ r% oro \ 96 I . ►► nth o t, PREPARED FOR. \ G� O \O� VA VLS �+ Cif t� G 'i i i'�" �' / `) Cf i 4.\� �q �r- , e, 126 F° ' . JANICE 'J. & JOHN R. I o� 01 tPHEN ► `� `k 'a..j t c � S. p m. J. -. � � �... q to�mn 9e oov�E y , ����'�� ,na SCULLEN 5 \ x v `-I \\wm rP 2 cT 9 �:� 37 59 .� , o\ G7 A �c\ CUT � !� �.c``� Or P�. A Alkr1 o. 749 ' 7\ �9 � ` 'GAS - 'y'�o suRVE'�° ' � ,,. ,`; JANUARY 23 2006 o\ a \ o_ 6.0 WIDE ►► �� �t,:cF y E� ,_ „ ►....• �� .. , ..�. SCALE. 1 30 LINE CAS PASSTAND REPASSCHT TO NOTES.' " ` \ REV �" p C� 1 LOT LINE INFORMATION SHOWN TAKEN FRO , r G/\V GJ- 3. \ v a,\`•� DEED.- 2928/252 & 253 • ?, M 1. CB/DH REV. \\ i(FND) BENCHMARK EL' 95.9 DEED',"INFORMATION, BOUNDARY MARKER LOCATIONS AND \ ASSUMED ABUTTING PLANS. DUE TO THE AGE AND INACCURACY REV OF EXISTING PLAN BOOK 15 PAGE 67, A PLAN SUITABLE FOR RECORDING IS RECOMMENDED BE MADE FOR LOT LINE YANKEE LAND SURVEYORS DETERMINATION & CONSULTANTS 2) THE WET LAND WAS FLAGED BY 10-15-06: P.D. BOX 265 BY TA VARES LAND DESIGN & WETLAND SERVICES UNIT 1, 40 INDUSTRY ROAD MARSTDNS MILLS, MA 02648 3) ADD SILT FENCE AS SHO WN. TEL- 508-428-0055 FAX 508-420-5553 SHEET I OF 1 JOB # 54020 JF L p , I. ' M EL. = 101.5 70P OF FOUNDATION � �► 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC. VENT MIN. PITCH 1/8 PER FT. 2"LAYER OF 1/B"--112" WASHED STONE 8 MAX/ / B A/AX � � i ♦ ♦ / / �.� � � � � CONCRETE COVER 9�,� 98' 4" CAST IRON PIPE 6 AfAX / 6 MAX 7-7 7 (OR EQUAL] MINIMUM CLEAN PITCH 114 PER FT. RISER SAND Z u FLOW LINE n95=12 �'10"f 96.25 VERT1MIN 142 o' °° o 0 0 0 0 ° EL.— GAsBAFFLE INVERT 6" SUMP LEVEL o° ° o a o 0 0 ° o o _ 92.50' INVERT EL.= 95. 75 INVERT INVERT ° ° - EL.=J-� 00' EL.= 95.50 EL.=95_25' 4 4' INVERT 1500 __GALLONS DISTRIBUTION �r Box Hzo PROPOSED SEPTIC TANK H2O o TO BE WATER TESTED 25' X 12.6' TRENCH FYIRMATION 1 IF MORE THAN ONE OUTLET O PLACE ON 6" STONE h SOIL ABSORPTION �o PROFILE O F DOUBLE WASHED STONE SYSTEM (SAS) H2O + `� SEWAGE DISPOSAL SYSTEM NO OBSERVED WATER TABLE (01/17/06) ELEV.= 87.5 NOT TO SCALE LEWIS POND (10115106) ELEV.= 65,83 OBSERVATION HOLE 2 ELEV.=_9_7.5' OBSER VATION HOLE I ELEV.=-99.1_ PERCOLA TION RA TE _< 2 MIN. INCH A T 39"__ INCHES DEPTH HORIZ TEXTURE COLOR MO TT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0'-6" A SAND LOAMY 10YR 3-2 0'-6" A SAND LOAMY IOYR 3-2 6"-24" B LOAMY SAND JOYR 5-6 6"-24" B LOAMY SAND IOYR 5-6 4"-10' C MED TO FINE �2 5 YR 7-4 24"-10 C MED TO FINE 2.5 YR 7—4 PERC SAND SAND GENERAL NOTES NO WATER NO WATER 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. P = 11176 SOIL TEST TITLE 5 AND THE TOWN OF BARNSLIRL,E____ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) TWO COVERS ON SEPTIC TANK SHALL BE BROUGHT TO DATE OF SOIL TEST 01117106 SOIL TEST DONE BY STEPHEN J. DOYLE,, P.LS. WITHIN 6" OF FINISHED GRADE. WITNESSED .BY: DONALD DESMARAIS IDS. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN CAL CULA TIONS.• 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. NUMBER OF BEDROOMS . . . . . . 3 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL GARBAGE DISPOSAL . . . . . . . . . NO BE MORTERED IN PLACE. TOTAL ESTIMATED FLOW 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH INSTALL TWO (2) ACME ( —Il--0 GAL/BR/DAY x 3 BR.) 330 GAL/DAY DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 500 GALLON LEACHING CHAMBERS H2O -- OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. WITH FOUR FEET OF DOUBLE PROPOSED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR WASHED STONE SIDES AND ENDS IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS 25' X 12.8' SOIL CLASSIFICATION . . . . . . . . I PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . • 74 GAL/DA Y/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. NOTIFY YANKEE SURVEY '4 HOURS LEACHING CAPACITY (AREA X RATE) 347 CAL/DAY 8) PARCEL IS IN FLOOD ZONE C_ RESERVE LEACHING CAPACITY . 347 GAL DAY 9) LOT IS SHOWN ON ASSESSORS MAP _20_ AS PARCEL _es ___. PRIOR TO SEPTIC INSPECTION. / (25 X 12.8 X . 74)+(25 + 25 +12.8+12.8 X . 74 X 2) SHEET 2 OF 2 JOB NUMBER 54020