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Home My WebLink About0252 CLAMSHELL COVE ROAD &Vile- i p f r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program 259842 Chapter 91 Waterways License Application - 310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Robert J. & Susan J. Bothwell Name of Applicant 252 Clamshell Cove Road Shoestring Bay Cotuit Project street address Waterway City/Town Description of use or change in use: Addition of 8'x 10' pile supported platform to existing pier. To be completed by municipal clerk or appropriate municipal official: °I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." 39 Printed Name of Municipal Official Dat r_,��_, I _Q - r � -- mature if Municipal Offici I Title City/Town CH91App.doc•Rev.08/13 Page 6 of 13 i 4. t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �d Map (joy Parcel 004 Application#C?Q Health Division 1 q q 11- 267, Date Issued' �CD C 08 Conservation Division A97 pplication Fee . Tax Collector Permit Fee ` 245-•06 Treasurer Planning Dept. w Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address_ 2_52- CI amAe.1) Cave- Rd. Village cmy► Owner RQbe_f}- _BA WelI —Address 2S2 CL MShdl C.osle MA Telephone (017 qS4 - ag9'7 1 OZlo3� r � //1�1 �� 1 I �.1 /' ��pp � nn Permit Request l.M64IVC, ��j8' K 20 Iagg acQe W\dfv - Vanes 4;YA 14 - 25 4WIMM1"A 1 � 2 SDa + df'll1 ,n^ _e 6�ac(� CJ�naln I,r1`e Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation $ 121,4 00 Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) I Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other r Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) - © 127 Number of Baths: Full:existing new Half:existing never � '�r 3 OD Number of Bedrooms: existing new rn Total Room Count(not including baths):existing new First Floor Room�"unt -e 717 UP Heat Type and Fuel: ❑Gas ❑Oil 0 Electric ❑Other2 ry C m Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal`'s dve: ❑Yes ❑No Detached garage:0 existing ❑new size Pool:❑existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing ❑new size Shed:❑existing ❑new size Other: Zoning,Board of Appeals Authorization ❑ Appeal_# _ r Recorded❑ ,r Commercial ❑Yes ❑No If yes, site plan review# Current Use none Proposed Use I na `p BUILDER INFORMATION Name gI61a. ats Telephone Number 5o8 Address ''Wo RDSanJ LA/12 License# Cs `76332 ►d"i.(un is , (M 6 02,601 Home Improvement Contractor# 2 l t- Co Worker's Compensation# W CA 021800 O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TES' 01r•F SIGNATUR DATE 9h91 D� FOR OFFICIAL USE ONLY APPLICATION# - DATE ISSUED 5 MAP/PARCEL N0. ADDRESS VILLAGE OWNER , t DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE { ELECTRICAL: ROUGH FINAL f 'i rr}} r PLUMBING: ROUGH FINAL ' t GAS: ROUGH FINAL FINAL BUILDING Q A44 DATECLOSED OUT ` ASSOCIATION PLAN NO. �TW 11, Town of Barnstable Regulatory Services RA"ffrAS. Thomas F.Geiler,Director °rEo„,�;► $wilding Division Thomas Perry, CBO,Building Coimmissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: i&oTs/wv Map/Parcel: DOS CDO Project Address z�a (o✓E A Builder: The following items were noted on reviewing: 1\ �lJoo/ps' iNTo �,U cl0 St,C.�2E /Lc-�cs'T .8E f��/tIPIZtL�3 � Reviewed by: L -Date: Q:Forms:Plnrvw _ v GERTI�ICATE OF LIABILITY INSURANCE VIOItRAA5� 06 26/08 PRODUCER THIS CERTIFIC�ITE.IS ISSUED AS A MATTER OF INFO tMATION ONLY AND C0�1VERS NO RIGHTS UPON THE CER71S CATE Kittredge =nsurance Agency Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 155B Otis St., P.O. Box 1129 ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. Northboro MA 01532 Phone: 508-393-7744 Fax:508-393-6983 INSURERS AFFORDING"COVERAGE NAIC0 INSURED INSURER A: Acadia Insurance Companv 31325 INSURERS: contiaontal Western Ina. Co. 10804 Viola Associates Inc. INSURERC: Box 389 IN6URERo- Centerville MA 02632-0389 ,. INSURER E.- COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE IMURE0 NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WfTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFOROED'I Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NS TYPE OF INSURANCE PKOKOLIGI'NUMBER OAT MMID -2A mm LIMITS: GENERAL LIABILITY EACH OCCURRENCE 1 1,000,000 A X COMMERCLALGENERALLIABILITY CPA0217962 04,29,11 04/29/09 PREMISES(Esoccwencm 1250,000 CLAIMS MADE l J OCCUR I MED EV(Any one Oersm) •. ,I 5,000 - PERSONAL&ACV INJURY I 1 000,000 GENERAL AGGREGATE 1 2 000,000 GEN'L AGGREGATE LIMrrAPPLIESPER: PRODUCTS-CONIC'/OPAGG i 2,000,000 POLICY $ PRO- LOG Ben. 1,000 000 JECT AUTOMOBILE LIABILITY COMBINED SINGLE LNAT 11,000,000 A ANY AUTO MAA0217963 04/29/08 04/29/09 (Eaacciaenl) ALL OWNED AUTOS I [911po� r Pin)DILY INJURY $ SCHEDULED AUTOS R HIRED AUTOS°a BODILY INJURY L X (Per atpgent) NON-OWNED AUTOS " PROPERTY DAMAGE S; (Par uddent) i !GARAGE LIABILITY AUTO ONLY-EA ACCIDENT I: I ANY AUTO OTHER THAN EA AC C Si AUTO ONLY: AGG. S FJLCESSIUMBRELLA LIABILITY EACH OCCURRENCE S OCCUR F1 CLAIMS MADE AGGREGATE I I 5 DEDUCTIBLE 8 RETTION S s ENSTATU- WORKERS COMPENSATION AND X I TORY LIMITS I ER B EMPLOYERSLJABIUTY• TNCAO218000 04/29/08 I 04/29/09 E.L.EACH ACCIDENT 5500000 ANY PROPRIETOR/PARTNERIEXECLMVE pFFICERIMEMBEREXCLUDED9 E.LDISEASE-EAEMPLOYE A•500000 if yea,daaw'bounder F-LDISEASE-POLICYLJMIr s500000 SPECIAL PROVISIONS below .OTHER i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY EN°ORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CAN CELLELUEIEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO HAIL ZO J DAYS WRLTT'EN NOYICE TO THE CERTIFICATE HOLDER NAMED TO YHE LEFT,BUT FLQURE YO DO SO SHALL Town of Barnstable IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON 7NF-1RSWRER,ITS AGENTS OR 200 Main Street RFPRfMWATIVES. Hyannis,NIA 02601 i AUTN D REPRESP4 TiVE ACORD 25(200110B) ©ACORD CORPORATION 198 V00/100d Wd50:E0 800Z 9Z unr E869E6E80S:XR j The Commonwealth of Massachusetts Department of Industrial accidents Office of Investigations 600 Washington Street �< Boston,MA 02111' wtvw.mass.gov/dia ' Workers'Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Business/Organization&dividual): Vi aIa A-'Soc_i A-VS Address: R,05 City/State/Zip: fl. H 021001 Phone t 908 2 )1 —314 57 Are you an employer?Check the appropriate box: :Type of project(required):• 4. I am a general contractor and I ❑ . 1: I am a employer with_2q New construction� 6. '•employees(full ar>d/orport-time).* • have hired the sub-contractors - listed on the sheet. 7. ❑Remodeling 2:❑ I am a'sole proprietor or partner- These sub-contractors have ship and have no employees 8. ❑Demolition working for me in any capacity. employees and have workers' 9 [l Building addition comp. # [No workers' comp.insurance W insurance. 10.❑-filectrical repairs or additions required.] 5. � We are a corporation and its 3.❑ I am a homeowner doing ell work .. --`officers-have-exercised their-- 11:[]-Plumbing-repairs-or-additions— --- myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance.required.] t c. 152, §1(4),and we have no . ed employees. [No workers' 13.❑Other comp mssu1ance required.] - ---- *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. . #Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. Ian an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: Ac aal a• U,60C&nCe— CC • — Policy#or Self-ins.Lic.# Expiration Date: 12-9 1 O Job Site Address: 2S z C 4��S hie l a4 e- City/State/Zip: l,4u lT, M-A d 21r,3 S- Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a.fine of up to$250.00 a day against thq violator. Be advised that a copy-of this statement maybe forwarded to the Office of Investi atio as of the CIA for insurance coverage verification. I do hereby certify nder the pains•and penalties of perjury that the information provided above is true and correct Si turFbf— \1(OZA ASSOC-, Date: — Phone# Official use only. Do not wrlie in ihls area, tb be completed by.city or toivn 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#: Y ` r File Edit Tools Help Prerequisite Action Dept Needed Dj .Approved B{ Status Insp Comment Comment �':+F Status CO APPROVAL. ' i' i 0. FSTE APP. Audit History HEALT A%PPR0W.L 6500 01-18!2008 JC."%B .APPR septic system in front pool i TAX APPROVAL 53M WORK SUBIAISSION 6300 4 Prerequisite CONS-CONSERVATION DEPARTMENT Needed by Action type JAPPROVAL Inspector IFSTE ISTEPANIS,FRED Responsible dept 6701 -CONSERVATION Inspection type reference I Status APPR-APPROVED Applicant resp I ' date U— Comment code Approved 09/18/2048 [q_ 12:17 Workflow approved SE3.4718-plan rev.9/10/08 by Viola Assoc. [?� Te) 10VR i ,,tpom� ✓he •�ammwmcuealdz o�'/(/LgQaacfivaeCla aae\ Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards RegistrikAt. 146436 One Ashburton Place Rm 1301 Ezpi goon=--A /2009 Tr# 267146 Boston Ma.02108 yp',#p J pte Corporalion VIOLA ASSOCIATE I^ JOHN VIOLA 110 ROSARY LANE-IIU`I� — Not valid with signature HYANNIS,MA 02632 `� Administrator zoozuieal!/ o�✓�aeactc�cuaeltc �� -oard of Building Regulations and Standards j Construction Supervisor License Liceese, CS 76332 i Birthd�a� t 151960 Expi o 9l A 09 Tr# 4218 �— Rstrr tt0's0:0 g KEVIN BOYAR PO BOX 716 W BARNSTABLE,MA 026 SV� Commissioner 09/17/200'8 15:37 F-AX 6175329490 Beecher-Carlson 002/002 is Town of BarnstabD Regulatory Services MAM Thomas F.Geller,Director �b Building Division Tom Perry,BuildiAg Commission e 200 Main Street Hyannis,MA 0260:2 www.towa.barnstable,ma.us Office: 508-862-4038 Fax: 508-790-6230 j Property Owner M t Complete and Sign This Section If Using.A Bdder I, KO 6ely-+ � �a`�,� ,as Ownimoof the subject property hereby authorize VW P}Ssocia-k.-S, to act on my behalf, in all matters relative to work authorized bythis building pen ;application for. 25 2 CI s e-U Cove_ prj.. ,� M (Address of job) Signature Pwner �.. bC.,r+ J '?0-tf, rV e,Z- Print Name If Prop= Owner is applying for permit plea;e complete the Homeowners License Exemption Form on tEe reverse side. QTORMS:O WNERPERMISS ION 09/15/2008 18:56 7818370280 BOTHWELL PAGE 01 /THE, Town Of Barnstable- Regulatory�O�l 1�+euxs{rs�E ; regulatory Services \�ao i639.. Thomas F. Geiler,Director- Building Division Tom Perry,Building Commissioner 200 Main Street, I7IVan1Iis, NI_A 02601 \««v.town,barn stab lc.ma.us O lfice: 508-862-4038 Fax: 508-1990-6230 Property Owner lust Complete and 5ign.This Section If Using A Builder as C>wmer of the subject property hereby authorize Vi LC)C _ ---.. _ — -- to act on my beh 1f, in aU matters relay T to work authorized bythis. building permit application for: — ---- -- (Address of Job) 21 Signature cj \vner � 1 ' Dat i F'rm t P me -If Progerty Owner is applying for permit please complete the Homeowners License Exemption Form o.n the reverse side. 1 I Mali 111414 ar ',Sad d 40 .i1pM..apY ►1cAi.{aid d" 1pn . 1 trmn gal4spoot l .1dd.raoukyrMla . w. l. 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NI DO#t n.Olt:t1k11.1 ppdd��M ai d awy.r Or tN e9 F . r fR DRIN} anrltlly floor net+p.retM LOI" trod a is lF5.l D. r tRANRna PT b Z�OP ar D.I . .ntn a.po iatw.dr.i vo anearN.ad C----- S 10 door.a11d1�..a 1uttN�tabu b A�, �, 9 m.ranT(alad cainptctW,ti ;Nnnwa t.ttt .t.a aOo IYAK TID61 viE� �4� .mad me.dlory tnd rpla ;wtth dwl — iAec r rRW Ta CP &AD 3� lltl 0• ao..p.Wd In r-!w,sy..te.obtok leird w LLI E n Proctor�.vWty•) m. . OSIVOYen6la+ld f IJ`OIG E/ G NVAOSTO.TM UJZSr VALA $IitUC IURAL y . ttt�xldN oMr aTi�— b as"`ic n11 AN1lFAc-UM's I o �.sbotwt.ml.md� farm=.ar+l pteit�.. qon1d .+nrgaamrtl a.Aca.lh fO di,• Ins! pool(naA I v M0.29488 1 ew.J-oe(mta•tiawtle:a),;iul 'n!nj t" P.O. I. Donana.m.trlale Mao ba/ Ai�M nP..t w uad' '9ECISI � atdwlt:sand mp vat' s Flo dN—of .. -M. P��4J�.._ EINF C �oF `a� ml'� "4: mly,a�.d &Gl1lP: a t•_�' fSSI N `' w rpn.•traa:Kat fasu& rutwb9 man ma.tc.p.dn.a rtlWiT.n�!1tF At" Y11Y.M i elr•pltialiai ci.atti IM(I ?t g: d.m, bf I.LamdM•.14m: tl-Ot'm Ad caAv9183.b1OO' • 3'Ad ml.ln0 �M�dp.rllr, and'aalruli of oontr.a stall ba dtna M ngoarda.a�1•Hn tM' Z CL-ftm / T /Ka nf�tn lollGMi.r Or0 AXat.MIIIIY a, .., a.a-. Y e 'link,stp 11i��MO.IH IddpOnid Sbara Goetto C4 .�T. t ban la,A9TM.f10 ye4.a:.s �t . y Mart.o+.b Nn ,° Barr;ntof aanAoe Id►�7�1ial Gne�441•AR" . .atl,ee.dn +doid o;to }w�lln Y>,iaula•4.of . w i ding' j �/1 �� ! I 1 • i 21-1•NA.< BACK' fi i n_L ALLawcO w.lM.X. Bloc h� ! TEANsntil r i 7-O'WAIL BA� `ILL.AyOWD FILL AtLOySD in I j.b 1IAALP ! am ATIc �IkT ALVE �. ff I SECTIGN A.. im+Ost..nO Rot►VALVE j --- tNsrAu l'ur uArmrAOTlnrtR• svt,slronuls <.> iEEf•END lf11ALtAW RND st4'tl. �•�"•'i-- y_I.OO,TN 1 AX 1'-Qr DOTH MAX. i E'-1'MAX eAGlt 1i . f11L N1ONED axil.- , S?J r R.D. h' BCAIE Molt: N!pot/t Owl bt a:o bimalad to aealrt 1(F almrntnlalf mnotlonea.AN.tyll..aJl of N� i SECTION B . I M•u 99ttnt.fl vgb d CO*M a6i llL f Ultra-Reliable Latching System. �'. -2 CUftrnS&IL_ n QD . The Life Saver Self-Closing gate uses only the most proven latch and 7 hinge system.The Magna-Latch has been tested to more than 400,000 cycles.MAGNA-LATCH gate latches are magnetically triggered safety devices that have revolutionized the safety,reliability and child• resistance of swimming pool,childcare and household gates. The unique operating principle is brilliantly simple. As the gate swings shut, a powerful 'permanent' magnet draws a latch bolt from one housing into the other, latching it securely. No amount of shaking, pushing or pulling can disengage the latch. The concept is so advanced it boasts international awards for design excellence. The latch has been designed to meet strict international safety codes, including all codes relating to swimming pool gate safety. The dangerous problem of a gate"resting on the latching mechanism", appearing to be latched, is eliminated when using MAGNA-LATCH. The quiet and reliable latching action means MAGNA-LATCH incurs no mechanical resistance to closure, and so suffers none of the sticking,jamming and sagging problems associated with 'mechanical' gate latches. Tru-Close Hinges PArENYED Srci]y�si va yl*$101� . 0 Quality TRU-CLOSE gate hinges are the latest morMI � Mr `�° g ` technology in adjustable, self-closing gate hinges for swimming pools, households and other safety gateraotd m v: applications. M 3 u> CO v+ r— J M These strong, revolutionary hinges are injection-molded from a special blend of glass-fiber reinforced polymers, which means they never rust, bind, wear, sag or stain. The superior strength and rust-free performance of TRU-CLOSE means the hinges offer double the life expectancy of any comparable product. The internal torsion spring is made of high-grade stainless steel to ensure smooth, powerful closure and long life, even in the harshest seaside or and environments. The patented, spring-loaded adjustor within most TRU-CLOSE hinges allows instant, incremental tension adjustment using only a screwdriver. Quick and easy! This clever adjustment feature overcomes the TRU-CLOSE hinges have been independently tested to comply with a range of international safety standards, especially those relating to pool fences and gates. The hinges are designed to outperform all comparable gate closing devices. They are the only safety hinges offering a lifetime warranty against rust or corrosion �1..da1�.�. t a� 1-4 of a ( r �FTQI - ,! 4 I it -aims a#"Ilium- r.. Lim • *� ram„ - ,,., _ _ �..;�; ..- � ;_ - r l y +t�, +p t ,. �.. �'z ',^y ,�.t-...""%�p_.�,eta✓N�}'�.;�i..zyhySq^;4Svi�( �;�i � .'Z�;+1� �)M''��`.�'.�Ct �:..;'� )"7`+j '�. { s. E x I d' s e� 1 a Yv az �A s All,I or IF 'IV Chain Link Fence - Interior flesh, Spacing, 1 1/2�� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map da s Parcel ''Application Health Division Date Issued 7i 1 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation /Hyannis Project Street.Address c9�5Sv, Village Owner / MW7' *- S(/S e(/ &0_1&1ALL Address Y1 3Pfie& JU/e- All-H, A4,WJ#F,(9X-P Telephone 6/f-/s lbe W 771--/d& Permit Request _/\�1-G�-�t k��/f�! ze:_.y 0 v !e /�V lL � /NTa /;fAlyZ 2 SOj7Z�7 &4 Ti JittAD AeM932-� &�k I& Square feet: 1-st floor: existing proposed ._ 2nd floor: existing/Odd proposed Total new Zoning District f� Flood Plain �%' Groundwater Overlay lv P Project Valuation Construction Type u/40p F.eA0M-5 Lot Size �y 4r42rZ,5 Grandfathered: ❑Yes a No If yes, attach supporting documentation. Dwelling Type: Single Family U?" Two Family ❑ Multi-Family (# units) ure Historic House: ❑Yes ��d No On Old King's Highway: ❑Yes ZNo Age of Existing Struct Basement Type: Ef Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Q00 Basement Unfinished Area (sq.ft) 63 Number of Baths: Full: existing Z new 0 Half: existing .--new iI Number of Bedrooms: �_ existing 0 new Total Room Count (not including baths): existing 7 new 19 First Floor Room Count Heat Type and Fuel: W/Gas ❑ Oil ❑ Electric ❑ Other E2 C-1 Central Air: l"Yes ❑ No Fireplaces: Existing_/New Existing wood coal stove Ll Ye l No �: . . ...v. -n >� ached garage: ❑ existing ❑ new size Pool: (/existing ❑ new size _ Barn: ®,existing 0-hew°gize_ r 2-Z Kzy �� Jrtached garage: �existing ❑ new size _Shed: ut'existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ? Commercial Yes ❑ No If yes, site plan review# Current Use Jlaa MM/Ly R66lbCi-Cr Proposed Use 5W/719 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �tc Telephone Number 7 7/_l J�Q Address _� 0..3d �'� License # 02, JZ Home Improvement Contractor# Worker's Compensation # 6y'O 0073 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO_5"UM'd L4A-Pr1L(_ SIGNATURE �/� DATE / A/�Z "t FOR OFFICIAL USE ONLY APPLICATION# �'--D_ATEISS.UEQ �;e.,;.,t� : > ; ��a• MAP/PARCEL NO.�_. _ o i ADDRESS VILLAGE OWNER i 4 DATE OF INSPECTION: a � FOUNDATION��y , C FRAME Q 3/LZ�i `INSULATION t&/A3: FIREPLACE ELECTRICAL: ROUGH FINAL k PLUMBING: ROUGH FINAL , GAS: . ROUGH ncr c FINAL `FINAL BUILDING t DATE CLOSED.OUT ASSOCIATION PLAN NO: :`y Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 5� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): Address: P Q. City/State1z1p:a9�x117R V ML,' A4,f L120.�?, Phone#: Are you an employer?Check the appropriate boar Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. [ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet $ 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work exemption per MGL 11.❑ Plumbing repairs or additions • right of mP lion c. 152 1(4), and we have no myself. [No workers' comp. � § 12.❑ Roof repairs insurance required.] t employees. [No workers' 131-1 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy in-formation: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new aff davit 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 an Name: /1 1�t/S eO , _ Policy#or Self-ins. Lic.#: �oe F 73 qd 4 -le Expiration Date: !z 3®l ll 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.criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against the violator. Re 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: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# " I 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#: _ Subcontractor's Insurance Updated 1/31/2012 ,hxyyr �".�'e � + ''- ;� 3S- Mlr "'"��-'��> i'h• _ S's'�"'t�, x�s�. ��a{. } +u'4 c�"``'�`��'��.'k��'`-�r`�`' .. .! a s �'R�}v�,�' t'` M.e+�`{7y„°{'j, .r�v'�•'�,,c�i 5 a -�i �. �S.r v..H v M r ) ��a $ 3t ,�7•S- y,.. �?e v^t i'i'�C,yt�Y#•,t �irh"�3w�f�tk„�m 4�bav it��#.� c.+'�F.F4Vn��- � i�t",k��4.4;,"ff««1�s, i c' � � t�',''ty "tea ti.aaL'l� r �;�w�"r," h`�`.r�aT3`n �'��"�„t�" ��e�•�t + ��`°�w�ra�,GL Pohcy� ,.��WCuPOIIcy?��,�,, , -�r-� n,;�,��,��,��j�� SupContracto,r� ��'� *-''�• k.; ;� - a�� .��,�ExpirationF4�"".��•, xpiration,•�. lnsuran'ce� gent �,�.��:fi„ All Cape Garage Door 10/7/12 6/1/12 Dowling&O'Neil Aluminum Products of Cape 8/15/12 8/15/12 Rogers&Gray Plymouth Anthony Averinos 4/6112 7/25/12 William Palumbo Cape Cod Marble&Granite 7/1/12 8/16/12 Southeastern Insurance Cape Concrete Forms 9/29/12 12/7/12 Almeida&Carlson Chaves,Robert 8/13/12 12/17/12 Marshall Lovelette Ins Cornerstone dba Tony Arede 10/22/12 2/1/12 Sylvia&Company Ins Coy's Brook, Inc 4/24/12 10/1/12 HUB International D.P.Fuccillo Construction Inc. 10/20/12 10/23/12 Almeida&Carlson Govoni Land Services 6/22112 6/22/12 Southeastern Insurance Hill Construction 4/29/12 8/14/12 AXIA East Insurance Kitchen Appliance Mart 8/12/12 8/12/12 USDI MAP Insulation 10/1/12 10/1/12 Willis of Tennessee Meagher Bros.Construction(Decks/Michael) 3/24/12 11/9/12 Olde Cape Cod Insurance Meagher Construction(ROOFER) 3/13/12 6/23/12 Dowling&O'Neil Insurance Morse's Masonry 3/10/12 9/29/12 GH Dunn Insurance Reed, Mel 7/21/12 7/21/12 Kerry Insurance W.Vernon Whiteley Plumbing Heating 10/1/12 10/1/12 HUB International Wood Floor Specialists 2/3/13 2/3/13 Dowling&O'Neil 11SBS20081RedirectedFolderslwhitney\Desktop\Subs for John 1 — Massaehi seai- Depai#mint+�f Fu:Wic Baard of B* uiiilin,.Regyulatwm rind Sta-10.11-di ! Ucen:se; CS 5645 keswTr—had to: 00 - BRIAN T DACEY � PO BOX 9 � CENTERVILLE, MA G2632 . Expiration: 4/42012 t Umr+3a ai.ner Tr=: 21209 Restnucted to: 00 00- Unrestricted 1G-1 2 Family Homes Failure to possess a current editions of the Massachusetts State Building Code is cause for re-vocateona of this license. Refer to: i l.Mass.Gov/DPSS Office of Consumer Affairs and ` usiness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 113786 Type: Private Corporation Expiration: 7/16/2013 Tr# 213797 BAYSIDE BUILDING INC BRIAN DACEY PO BOX 95/ 3 BAYBERRY SQ CENTERVILLE, MA 02632 Update Address and return card.Mark reason for change. Address Renewal Employment ❑ Lost Card PS-CA1 0 5OM-04104-G10O1�216 �� Office�F2c'-dum LO'A�a rrrr,/k"g'�f'smess�on License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: ,.113786 Type: Office of Consumer Affairs and Business Regulation Expiration: !16/2013 Private Corporation 10 Park Plaza-Suite 5170 - Boston,MA 02116 WDE BUILDING BRIAN DACEYi:3,. PO BOX 95/3 BAYBERRYSGT' CENTERVILLE,Mk02632 -�f. Undersecretary �id it4 ut signature 005-025 #239 }j 1 . 005-026 005-005 �h 259 4. 242 S VE 00220 005=004 V (4K } 1 rz { ` 005-003 _ AE 262 P no6 002W i i f p.2 • `4 Tovm of Barnstable. Thomas F.Geiler,Dirccbr Building Division Torn Perry, Building Comz:ussianer j 2DD Main Stree, Hyzsir,s,fir1A 02601 , ;--'Pt��'.f vrn.barn sf a ble;*�ia.us j Cffce: 5J8 8G2- 1038 ?�� : 50j8=790-. Prop eIy Own e' r M-ast Complete and Sign This Sect'oi.. If Using .BWider as Ovv, ex aI 1 he sub;ect property to F-ct an rnv ccbsY, 3.a ail.xmltea reIati e t:) irk atj,,-l6ximd by—tU bL31 din j;petmit 3P7i1f ation for. (Address of Jcb) S�-atue of suer. t r?:FC�72i�iS:Ci I'•�rtiL F-3-T:`:.rJISST�t1v i p,3 New England lifestyles Design LLC � 26 Barnstable Rd. Hyannis, MA 02601 Robert& Susan Bothwel! 352 Clamshe!! Cove Rd. Cotuit PAA We, Robert & Susan Bothwell, as owners of the subject property, hereby authorize Ne� England Lifestyles Design LLC to act in my beha€f in matters regarding the obtaining a building permits (cast included ipipricing contract) and all construction work on the propert per the contract. Signatures: 1 j 2} 4 Date: Valid Feb ,` 012 Our Promise; New England Lifestyles Design LLC understarrds that they wPI work orr Bothwell's behaif and besi intemst and will communicate frequently along the projects,oath. Alt vendors on the project are responsible to New England Lifestyles Design LLC to fill their 1 obligations of speciffed work, and we in turnwill hold them accountable. ' All vendor communication will be managed daily on-site by New England Lifestyles Design LLC. EE i > Rlvermoor Engineering,LLC. 781.545.2848 10 New Driftway—Suite 101 fax 781.544.7729 RIva R Moo n e Professional Engineers Scituate,MA 02066 www.rivermoorengineering.com STRUCTURAL ELEMENTS for the BOTHWELL RESIDENCE RENOVATION Cotuit, MA New England Lifestyles Design Hyannis, MA RE Project No. 12-010 OF PAUL D. �.. f. SMITH c,} v STRUCTURAL -" ai T.; No.31227 :; GIST ' 'y February 201-2 LIMITATIONS The following Report includes specific structural elements as required under The International Residential Code for One- and Two-Family Dwellings (IRC 2009) and The Massachusetts Amendments to the IRC(780 CMR 51.00, Eighth Edition). The members specified in this Report include: • Structural Steel, Engineered Wood, and/or Dimension Lumber Rafters, Joists, Beams, Headers, and Posts • Framing Connectors • Foundations The contractor is responsible for providing all required temporary support, shoring, and/or bracing until all structural work has been completed. The structural elements included in this report are based on the framing arrangement shown in the included sketches. Refer to the Architectural Drawings for controlled dimensions. Where applicable, coordinate all work with existing conditions. The design of spread footings is based on a presumptive allowable soil bearing pressure of 2,000 pounds per square foot, which corresponds to undisturbed sand, silty sand, clayey sand, silty gravel, and/or clayey gravel with no organic material, or better. Rivermoor Engineering assumes no risk with respect to the suitability of the subsurface conditions for the foundation system. The design of porch, deck, and stair railings and/or the approval of any proprietary railing products is not by Rivermoor Engineering. The contractor/builder shall refer to the IRC for structural elements and details not included herein. JOB-SITE SAFETY Job-site safety is the contractor's responsibility. Although Rivermoor i Engineering may visit the job-site on one or more occasions, such visits are for clarification of specific structural design Issues only, and are not for the purposes of identifying potential job site safety issues. The US Department of Labor (OSHA) website provides direction in the form of a job-site safety handbook for residential construction that includes- but is not limited to- requirements for head and eye protection, ladder safety, and fall protection. It is the contractor's responsibility to comply with all applicable requirements. Rivermoor Engineering,LLC Project Q-010 i NOTES AND SKETCHES RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS STRUCTURAL GENERAL NOTES BOTHWELL RESIDENCE RENOVATION COTUIT, MA GENERAL USE STRUCTURAL SKETCHES IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. COORDINATE ALL STRUCTURAL WORK WITH THE WORK SHOWN ON ARCHITECTURAL DRAWINGS AND WITH THE WORK OF OTHER TRADES, INCLUDING MECHANICAL, ELECTRICAL, PLUMBING, AND WITH SITE DRAWINGS. CONSULT THESE DRAWINGS AND COORDINATE WITH OTHER TRADES FOR LOCATIONS AND DIMENSIONS OF PIPES, OPENINGS, CHASES, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL SKETCHES. FASTENERS UTILIZED FOR FRAMING CONNECTORS SHALL BE THE TYPE, SIZE, AND QUANTITY SPECIFIED IN THE FRAMING CONNECTOR MANUFACTURER'S CATALOG. ALL OTHER FASTENERS SHALL BE COMMON NAILS AS INDICATED OR IN ACCORDANCE WITH THE CODE FASTENER SCHEDULES WHERE NOT INDICATED. IF THE CONTRACTOR PROPOSES TO UTILIZE NAIL GUN FASTENERS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DOCUMENTATION CONCERNING THE SUITABILITY OF THE PROPOSED FASTENERS AS SUBSTITUTES FOR COMMON NAILS. FOR ELEMENTS NOT INCLUDED AS PART OF THIS PACKAGE, ALL WORK SHALL CONFORM TO THE IRC AS AMENDED. DIMENSIONS SHOWN ARE FOR DESIGN PURPOSES ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS. WHERE APPLICABLE COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING AND FOR CONSTRUCTION SITE SAFETY. ALL WORK SHALL BE SUPERVISED BY A CONSTRUCTION SUPERVISOR LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. THE WORK SHALL COMPLY WITH ALL LOCAL PERMIT APPROVAL DOCUMENTS, BYLAWS, ZONING REGULATIONS,AND CONSERVATION COMMISSION ORDER OF CONDITIONS,AS APPLICABLE. CODE THE INTERNATIONAL RESIDENTIAL CODE FOR ONE-AND TWO-FAMILY DWELLINGS (IRC 2009) THE MASSACHUSETTS RESIDENTIAL CODE (780 CMR 51.00) EIGHTH EDITION (MA AMENDMENTS TO THE IRC) STEEL CONSTRUCTION MANUAL, AISC,THIRTEENTH EDITION WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS, WFCM PAGE 1 L RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS LIVE LOADS GROUND SNOW LOAD: 30 PSF (MASS AMENDMENTS) LIVING AREAS: 40 PSF SLEEPING AREAS: 30 PSF ATTICS WITH FIXED STAIR ACCESS: 30 PSF ATTIC WITH STORAGE AND NO FIXED STAIR:20 PSF ATTIC WITHOUT STORAGE: 10 PSF(LESS THAN 42"VERTICAL CLEARANCE) BALCONIES: 40 PSF FOUNDATIONS NOTIFY DIG SAFE PRIOR TO FOUNDATION EXCAVATION THE MINIMUM CONCRETE REQUIREMENTS SHALL BE AS FOLLOWS: • FOOTINGS o COMPRESSIVE STRENGTH: 3,000 PSI @ 26 DAYS o AIR ENTRAINMENT: NOT REQUIRED REINFORCING STEEL #3 BARS: ASTM A615 GR 40 (MIN) #4 AND LARGER BARS: ASTM A615 GR 60 THE DESIGN OF FOUNDATION ELEMENTS IS BASED ON A PRESUMPTIVE SOIL BEARING PRESSURE OF 2,000 PSF,WHICH CORRESPONDS TO UNDISTURBED SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND/OR CLAYEY GRAVEL WITH NO ORGANIC MATERIAL, OR BETTER. THE ACTUAL SOIL CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. ALL FOUNDATION ELEMENTS SHALL BE PLACED EITHER ON UNDISTURBED MATERIAL OR ON A MAXIMUM OF 12"COMPACTED GRANULAR FILL, NOTIFY THE ENGINEER IF THE PRESUMED SOIL CONDITIONS ARE NOT APPLICABLE. PROTECT FOUNDATION FROM FREEZING THROUGHOUT THE CONSTRUCTION PERIOD. STRUCTURAL STEEL PIPE COLUMNS: ASTM A53 GRADE B SQUARE COLUMNS: ASTM A500 GRADE B MISC PLATES: ASTM A36 COMMON BOLTS: ASTM A307 DIMENSION LUMBER ALL INTERIOR OR OTHERWISE PROTECTED DIMENSION LUMBER SHALL BE SPRUCE- PINE-FIR(SPF) GRADE NO. 2 OR BETTER FOR RAFTERS, JOISTS, AND HEADERS, AND STUD GRADE FOR STUDS, UNLESS NOTED OTHERWISE. DIMENSION LUMBER FOR THE FOLLOWING LOCATIONS SHALL BE PRESSURE PRESERVATIVE-TREATED SOUTHERN PINE#2 OR BETTER: • PORCHES, DECKS, AND OTHER FRAMING EXPOSED TO THE WEATHER INTERIOR WOOD JOISTS WITHIN 18"OF EXPOSED GROUND • INTERIOR TIMBER OR BUILT-UP BEAMS WITHIN 12" OF EXPOSED GROUND SILL PLATES PAGE 2 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS • ALL FRAMING MEMBERS SUPPORTED ON CONCRETE OR MASONRY EXTERIOR FOUNDATIONS LESS THAN 8" FROM EXPOSED GROUND • ALL WALL FRAMING AND SHEATHING LESS THAN 6" FROM EXPOSED GROUND • TIMBER OR BUILT-UP BEAMS IN CONCRETE OR MASONRY BEARING POCKETS WITH LESS THAN Y2"CLEARANCE AT TOP, SIDES, AND ENDS • WOOD FRAMING AND SHEATHING SUPPORTING CONCRETE OR TILE OVERLAYS EXPOSED TO THE WEATHER • INTERIOR WOOD LEDGERS FASTENED TO CONCRETE OR MASONRY WALLS ALL WOOD IN CONTACT WITH THE GROUND SHALL BE RATED AS SUCH. ALL DIMENSION LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY. LUMBER SHALL BE GENERALLY FREE FROM SPLITS&WARPAGE THAT CANNOT BE CORRECTED BY BRIDGING OR NAILING. MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED 19%AT THE TIME OF CONSTRUCTION. LAMINATED VENEER LUMBER(LVL) LAMINATED VENEER LUMBER SHALL BE 1.9E TJ MICROLAM LVL BY TRUS JOIST, OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. PARALLEL STRAND LUMBER(PSI) PARALLEL STRAND LUMBER SHALL BE 1.8E PARALLAM PSL BY TRUS JOIST, OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. SHEATHING ALL ROOF, FLOOR,AND WALL PANELS SHALL BE APA RATED EXPOSURE 1 SHEATHING COMPLYING WITH DOC PS 1 AND PS 2. FULL 4X8 PANELS SHALL BE USED TO THE MAXIMUM EXTENT PRACTICABLE. FLOOR SHEATHING (GENERAL) MINIMUM SPAN RATING: 32116 MINIMUM THICKNESS: 3% IN GLUED AND NAILED WITH TONGUE AND GROOVE JOINTS FASTENERS: 8d COMMON AT 6"OC ALONG SUPPORTED EDGES AND 12" OC INTERMEDIATE NOTE: USE APA RATED STURD-I-FLOOR OR ADVANTECH IF SPECIFIED ON ARCHITECTURAL DRAWINGS ROOF SHEATHING MINIMUM SPAN RATING: 32/16 MINIMUM THICKNESS: 6/8 IN FASTENERS: 8d COMMON FASTENER SPACING GENERAL: 6" OC ALONG SUPPORTED EDGES AND 6"OC INTERMEDIATE WITHIN 4 FT OF GABLE END WALLS: 4"OC PAGE 3 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS WALL SHEATHING MINIMUM THICKNESS: 7/16 IN FASTENERS: 8d COMMON AT 6"OC ALONG EDGES AND 12"OC INTERMEDIATE, UNLESS NOTED OTHERWISE FRAMING CONNECTORS ALL STRUCTURAL FRAMING CONNECTIONS, UNLESS SPECIFICALLY NOTED OTHERWISE, SHALL BE "STRONG TIE"AS MANUFACTURED BY THE SIMPSON CO. IN ACCORDANCE WITH "WOOD CONSTRUCTION CONNECTORS" CATALOG C-2009. ALL FASTENERS(TYPE, SIZE, AND QUANTITY)SPECIFIED IN SIMPSON'S CONNECTOR SCHEDULE SHALL BE INSTALLED. SILL PLATE ANCHORS: SIMPSON TITEN HD MODEL THD62800H WITH GALVANIZED %4 X 3X3 PLATE WASHERS(DRILLED IN) ALL CONNECTORS AND FASTENERS FOR PRESSURE PRESERVATIVE TREATED WOOD SHALL BE SHOP-COATED AND/OR STAINLESS STEEL TO SUIT THE SPECIFIC EXPOSURE(S)AND WOOD PRESERVATIVE(S) IN ACCORDANCE WITH SIMPSON STRONG- TIE RECOMMENDATIONS. THE CONTRACTOR SHALL REVIEW DOCUMENTATION CONTAINED IN THE SIMPSON STRONG-TIE CATALOG AND PROVIDE CONNECTORS AND FASTENERS THAT ARE ACCEPTABLE FOR THE EXPOSURE AND CHEMICAL PRESERVATIVES USED ON THE PROJECT. THE REVIEW SHALL CONSIDER THE TYPE OF PRESERVATIVE(S), PRESERVATIVE RETENTION LEVEL(S),AND EXPOSURE ENVIRONMENT(S). ALL CONNECTORS AND FASTENERS FOR EXPOSED PORCH FRAMING SHALL BE STAINLESS STEEL. FRAMING INSTALLATION ALL FRAMING SHALL BE ERECTED TRUE TO LINE, PLUMB AND LEVEL, AND SHALL BE FASTENED/HUNG TO DEVELOP THE FULL STRENGTH OF THE ASSEMBLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL ENGINEERED PRODUCTS SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH PRODUCT MANUFACTURERS'SPECIFICATIONS AND INSTALLATION DETAILS. WITH THE EXCEPTION OF MANUFACTURER-PROVIDED KNOCKOUTS, NO HOLES SHALL BE FIELD-DRILLED IN MEMBERS, IF HOLES ARE REQUIRED, NOTIFY THE ENGINEER PRIOR TO ORDERING AFFECTED MEMBERS. FLOOR SHEATHING SHALL BE GLUED AND NAILED. PROVIDE 2X WOOD BLOCKING OR RIM JOIST AT ALL SAWN LUMBER AND LVL FLOOR JOIST SUPPORT POINTS. PROVIDE 2X SOLID BLOCKING AT ALL NEW RAFTER TAILS AND AT EXISTING RAFTER TAILS THAT ARE EXPOSED AS PART OF THIS PROJECT. PAGE 4 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS SIZES OF DIMENSION LUMBER ARE NOMINAL. ALL LUMBER SHALL BE SURFACED FOUR SIDES, UNLESS NOTED OTHERWISE. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING. ALL BUILT-UP LVL BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SCOPE OF STRUCTURAL ENGINEERING SERVICES THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL WORKING SKETCHES FOR SPECIFIC ELEMENTS FOR THIS PROJECT. DESIGN IS LIMITED TO ONLY THOSE STRUCTURAL ELEMENTS IDENTIFIED ON THE ENCLOSED SKETCHES. THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DETAILS AND LOCAL CODE REQUIREMENTS. ANY DEVIATION FROM THE SKETCHES MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ANY DISCREPANCY BETWEEN THE STRUCTURAL SKETCHES AND THE ARCHITECTURAL DRAWINGS SHALL BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION. PAGE 5 CALCULATIONS CALCULATION COVER SHEET Client: New England Lifestyles Design Project: Bothwell Residence Job/Calculation Number: 12-010 Title: DESIGN OF SELECTED STRUCTURAL ELEMENTS Purpose, Description and Methodology of Calculation: The purpose of this calculation is to develop the structural design for engineered lumber and/or dimension lumber beams, posts, and joists; and framing connectors. Structural Elements were designed for loads based on the following design references: Design Basis and References: 1. The International Residential Code, IRC 2009 2. The Massachusetts Residential Code, 780 CMR 51.00, 8"' Edition (MA Amendments) 3. Rivermoor Engineering Structural Design Guide 4. Wood Frame Construction Manual for One and Two Family Dwellings, ANSI/AF&PA WFCM-2001 5. Beamchek—Wood Design '97 NDS 6. Simpson Strong Tie Wood Structural Connectors Catalog C-2009 7. Architectural Drawings by New England Lifestyles Design Load: 1. Live Load Living Areas: 40 psf 2. Live Load Sleeping Rooms: 30 psf 3. Live Load Porches and Decks: 40 psf 4. Ground Snow Load: 35 psf Notes: 1. Dimensions shown on sketches/calcs are for structural design purposes. Contractor to layout new work to determine exact measurements in order to provide full bearing and fit-up prior to ordering material. Conclusions and Summary: Provide member sizes as stated in the calculation and sketches. Engineering Dept. (3rd floor) Map tyo i5 - Parcel O0"7/ Permit# -7- House# �'7� � ��` Date Issued J 2 Board of Health 3rd floor), 8:15 -9:30/1:00-4:30 (ilYw�' 97"ate` 'r Fee Conservation Office(4th floor)(8:30-9:30/1:00-2:00) 7 c d!'2ci-,d Dle- re sv@ivl Ag//y Pc s,•li:vs.� SUM M'MUST$f Planning Dept.(1st floor/School Admin. Bldg.) �MPJ Definitive n Appr ved by Planning Board 19 �j'S" LU t . ram MEAN TOWN OF BARNSTABLE Building Permif"Application Project Street Address Village GOT U s� ICI Owner ;J�>AN 15g I Enl Address 35 V'INf- S I'. fFf�l.v�4�� W l^1G}��330(0 Telephone 219,— 6 32.—59-75 Permit Request:�? e::cgjsT1Z0c_,,-r— I 8A6 ,004 16' 17 o7,6.4 644�i I First Floor q o r �� square feet Second Floor square feet Construction Type :&X(D won) f1,ZA W__ Estimated Project Cost $ � Zoning District Flood Plain Water Protection Lot Size Z Grandfathered Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes 21N'o On Old King's Highway ❑Yes f '1�o Basement Type: VFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 14000 Number of Baths: Full: Existing New_� Half: Existing New No. of Bedrooms: Existing New 4 — Total Room Count(not including baths): Existing New 7 First Floor Room Count 4 Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes 5�No Fireplaces: Existing New i Existing wood/coal stove ❑Yes No - Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) Attached size X i ( ) eC El Barn(size) ❑None . ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes UVo If yes, site plan review# - Current Use Proposed Use �/ Builder Information NameltLl Mj�c��ff_�� BW ILME I QC/ Telephone Number �08 395 F1 18 Address '�. �x �W License# D63 Lj 6 ` nEMUIG, AAN OU39 Home Improvement Contractor# i Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR4ER DATE BUILDINGWITN7D FOR THE FOLL06NG REASON(S) FOR OFFICIAL USE ONLY PERMIT'NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER - DATE OF INSPECTION: -� FOUNDATION c 1 FRAME ~� INSULATION- FIREPLACE � ELECTRICAL: ROUGH FINAL T, PLUMBING: ROUGH FINAL '. GAS: 4)UG7FINAL M. FINAL¢$YJILDII m , DATE CLOSED ASSOCIATION ESQ j a m = a m0 ; L r Y \1 X M r� (v k h ki C 10. = 0 j Z z,5 _ 7, S.� TO THE BEST 'OF MY INFORMATION, "AS- BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS, - -L7-- ___ SHO PN THIS PLAN HAS BEEN LOCAT � �' f` G GROUND AS INDICATE Q �� Rn �ass9 DATE T 0°�(_,x 11 c.,27 SCALE / "= Y—o �a� "N �' innt..i+��a JOB / 303-0o CLIENT o.3 S WEETSER ENGINL'LRING 57 235 GREAT WESTERN ROAD P.O. BOX 713 DATE ROFESSIONAL LA EYOR SOUTH DENNIS, MASS. 398-3922 02660 FAX 398-3063 APR-20-1997. 12:23 ' P.03 ' LAW OFFICES OR •, -JOIJN R. ALGER, P.C. -, ATTORNEY AT LAW - 686 MAIN STREET P, O. BOX 449 OSTERVILI..E,MA OE6:Sv-0449 TELEPHONE(506)4 Fj•9'S94 PAX (SOS) 4190-3182 July 15, 1996 Mr. Ralph Crosser Building Commissioner Town of Barnstable 367 Main Street Hyannis, MA 02601 Dear Ralph: Gerald B. Tallman, Trustee of an indenture of trust dated October 3, 1983 owns Lot 53 on - a plan in Plan Book 223 Page 39, This is shown as Assessor's map 5 Parcel 4. Mr. Tallman's wife is Frances M. Tallman and she owns the adjoining parcel. The trust says that it is in the trust for the use and benefit of Frances M. Tallman,as the first beneficiary. However, in Section 5 Mr. Tallman reserves to himself the power and right at any time to amend or revoke the trust and"the sale or other disposition by me of the whole or'any part of the property shall constitute ... a revocation of trust." Thus, in my opinion we have two lots side by side, one controlled by the husband and one by the wife_ The wife's has a building on it. The husband's is vacant. Will a building permit issue for the husband's)ot? Very truly yours, JRA/db ' 7/ Enclosure cc: John D. O'Brien Jack D-O'Brien TOTAL P.03 ----------------------- - IP lC� Tk �oomn�oou.�all y ./�aaoac�usaelta 06MARTMENT Of PUBLIC-SAFETY CONS ION SUPERVISOR LICENSE E_zpires: BirtOd.ste '__— -t-S�:r�9/11/1998� 09/11/1961 t' • _ 00 I DESIMONE iMOEPENDENCE NAY �- T DENNIS. MA 01638 • . - The Commonwealth nj:lftissac'husetts a_i' "'=_ :;� • Dcpart»rent oflndustrial Acc•idetits Office Ofinvestigatimos 600 IViishiii-tun Street Bostuir, Alass. 02111 Workers' Compensation Insurance Affidavit A hcantinformatton: ">�' Please PRlNTle�ihly- locntion- / ��/l / OD l-7J 71 city phone#r I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity lv: + -�n r.:;a: rh .6"'' .. say:...:, a•:.':;a:s �i.s`1a'•..t' a' ''..�'>.''u-''� -_r. .,�= :...a.�w :.B3i..:h"E .;':d..='-:•=:`;:ir1:5...snCwt.S�a;.'r`'.'si: .: ,Y_,.••... I am an employer providing nworkers' compensation for my employees wort ing on this job. f comma name: address: Y&O city: Levi phone insurance co. LAE-&1 t)1 � ( ki�� 6010 Policy# :yr?' ...."...c"�Y.r..y.._ �:7''�'^e'7\'r•,..r-r:�A'";w:Irv' T.�hdr<;� p"S7��ii?e� ,�+�„fi`,:,?,:'„sin c; i',YT�a�3.iL:��=�--_'�..3'.a�•;:.�.7c.+"r''!�w��a.'�'�:i-::`:.:'�u �i I am a sole proprieto general contractor r homeo��•ner(circle orte) and have hired the contractors listed below who have � '' �tl�e follo��•-ins workers' com ensation olices: / company name: / //t/ot' address: e/- city: Igl_V7tM0_,UA phone#• insuranc e co. � J'� Q Y Rolicy N G.: ..... .. . . -,i.. r..•� n.o..> w..ti T c.max..,...r,-_. ...: p ;1%a};4:iv i.V^':<;r+ -i_'" y}¢•._d.:. _. _•,_..-.ai ....z.:.Y�..aTi�?•L.isat�.i:.a:nu..+.:i':_iL..'^�iire:��_ .i,�:n company namely' 6 address: /a) done S^ �i city: �` l/1 12e,- phone#: insurance co. polio•# ..:r..; �:•_ ,.-.r..��w.:.�..,�,...1."� -":tom.'c:`.-`-`';'=�:Fi.�• eT^.Sv^ii.�.':- ^-:.r'p�:�•a h+;_.yr..•.'�."..T".._..:. iAtincti additional^sficet if ricccssaryy ur;•rc-�. o'"'"" ='. +,f�rr -: r.� -., , �,,..�, r, _ .h"�"`wr n�•�,.>� ay„ aw:,r..+-�. .�.- -'":" - .�..-_.... ...._.__�..... .t^_.:Y. Failure to secure coverage as required under Section 25A of NICL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may he forwarded to the Office of Investigations of the DIA for coverage verification. /do berehy certify antler the pains and penalties of perjure'that the inforina►ion provided above is true and correct. Signature Date Print name Phone# oMcial use only do not write in this area to he completed by city or town official 7t .,, cityor town: permit/license# t—(Building D Licensing CD check if immediate response is required oSclectmen'Dltcalth Dep rr.,li'4--r«,ifs.....rui:Yr",:..�.w Ll�u-'�'"•' .lS' . -- .�.C.'.rK. ��s•^•a.... - nr..�vi :^.�vr¢r"'•Irc.'ocd�!v9 PL11 3 &rg gin of j 5/�C�/o uJ�l u�rr C�, �t1 Y��`na�u 7 J9(9 h 7 Cam, q AW, t c2 AC O✓KNS:C%NA 1. .._ Li _.. -4,T-L LZ AX Lor SS, 6tAM6;CLL65VERD, CCrrUr - !EPf�tC� r��/A-^ON •n,•.�l�� szEvlsrn 5-g-97 �� TLEVATIOIJ6 igFG I .� OdKKCT 1` 1 LtK ctf `y LOW" ---cc 6cc IoH- I fE 77 I 1 Qi C I i L/NIfC CLOkK 4rr.,rc WALLS 4-3 lz -VV tZ�+cy. T`E.f�K �EVliAN � R • � ,� � I5'h t t � _ J_ 2ESI:Y�KE FC2' .JK.K!�`6V[N t �IGrfi �1=� ��//r'101.r � �:2-�_y� •26visry 5�3-97 :.�:, 4. i �IFVi.-IUr.}s o, 2cFG� I 1 ! 1 4 I u r 1 Ott �I e•e -7-4 _e-� _ ...e---a------ � -7-O - -7. 0 - � �" ram_' .... ! :...- . 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TO�O ,irk L— '-Rp0 � fOVrd T�pd �O�-7 Z 9' — — 22- 4" � RCZPT1v'K PU2'. .IAGX 1:16ZCN - LOT 53. 6LAtl4+CLL 6rW.RD, fUTUIT OUNUp-MN LAN .�...: a Ic1 c7 _.._.... ^'Z-�-97 ?Evl�iEt7 3 97 ,,em 3- 97 Za=bv ± n41N NSF 13 8 R.Wj( 14-9'� ! jcal PY ! vfalPy 'fYv:R fc,c Vert ul 1 w1c 4 T`T(?-2xr2 KIOq ftos� tea^ - 12 'OIL" -L. Z f,ot 2• `�,j yv.�Nyz e .(�p VJ G�IIU RM. I I'••ZKO x. C. 6,- ,eo�c 0R'e 1,v.-Grp. — ---1tP•RCz'Fs-Zxlo4e16"0.L u/Vz''CPX .-.� -TV.-IN•tta lu�c� �ilrT'r,- USC R ao H•9.INtUI,.B S�olaco yyyy E 14/•flfO prl'V1.rf r (ZJC KS � FV+`• '�/<�l.i '0 n y CP Ubc Rn �� @ LIV•RM QNIY) 3)-1'!Y4'.94t 4 L. MM j (b•Z,BCbP51 I b >' CD ILI �I:pl' a.00�wly..+ >n<eoo.l I , �Y lm._b- 2s�lOiN IL"0 L C O.c s fi.2. N F LV f(JIC(C,COJ 40 AeOvr '�OVC 9'�•KH.) Ixe-h,;zwk Mo.(awI) I-1 Lfurt r -�— of�00 LdR.ScFfl1 I�y,G'COR-1x ,.ec�n oe.0'+-Y �.^•" t - qY� f Ct 1L C DO. eo.Ow 4 4bot� O"'R•'< I �u4 •u�n� (a}a�f+l4 I Dn�ING,xa,n va-w,ly I krtL.rN _ �� C uv.cn.�forcccowo) � I (n.O�To kUl If0 c "i�•G^!(ER�LIj.IIf. - � - ' C�fORc rnaoN i i I � Fk7ER.4 WALL,.- O wcm R Go (i✓G po9i-i-dvYFT-, e fGf[ IMG7C.4}l.lb- B�Q1( ®I l a CR.-'7�(�iC K•OR EA.C�14�. g0.Rr,. 4.CG R!`ITSN CJ.. 9 R M ZtOC a NM•TD 0'tY u.s-Gr a.L voa4CR 0 1 sr s , I 'S✓A'Mlµ sJe fl.Gz�R-R-191 sup.. _x 10`'c'leo.c. OEM 3<G PT. N/StiL SFA COS•Y'rtOu ~—WC0.Iell Arr I I - TIP•-BICOI•K.fD N. LEI AC!•1(XC27G'JG "1YP•-BRrxi"•kt L 1 ! I I w , r-IIG.4f�N I II r 4 6'd 1t•o fl rc '+ L.W CI OF -HP.fON.G - '1°I0-fOty• n6ev Rn. 'I TfP•-9'/iCaNc.Sue a farztgRouNv {ON.ar. I cz h.L3Eo Izr. II L-J J's—TfP.- IL' xD'CxCo+rf prr 4s LONG.P<<,3 ' �'f PI C,cL �Ks.- IPI I N��iEC�ION I�CNGC f�R•• .max o�RI�N \ 7aG/•-L6.3/�I'- I'-oP l0'f SS.GIAhSHCI.I.GcxO Rt7,GOTUIT o... - L� S•8.97 .rn 3-1-97 TrACAL TkAh IN 41�creN :yO.-G Town of Barnstabrle�° �- �FZME Tqk� Sj� Regulatory Servi ,7.-, E' e Q` Thomas F.Geiler,Director R/S �F '"M& `,, Building Division sbg9. P 4: / `0�' 9 �Ep to Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601�sr�©� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# 6;�C�'�O hoO FEE: $�S SHED REGISTRATION 120 square feet or less ��52 �C�9»'1St11 COME- Location of shed(address) Village Property owner's name Telephone number 10lix, l- b. Ze4m COS co 1 Size of Shed Map/Parcel# Sig ture -w� Date Pyannis Main Street Waterfront Historic District? N 0 Old King's Highway Historic District Commission jurisdiction? N 0 Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 .r� -Mft ON-ft;� AL- WIMS All tf Oo Oo �° � �° '� � O OJO o o O a • • r � u J �• Ir a 1• i I i 03/30/2012 23:32 5087785731 CAPE COD INSULATION PAGE 01 Cape Cod Insulatio-n Inc. D ate b3 28 j ti 45 S Yarmouth Road Hyannis, Ma. 0260.1 Ph. 1 -800-696-66 l 1 1�Z 1-508-778-5735 o 0 rro: B'Llild.lng ]department, —n q Please accept this spry roam statement.' Job Location: 7 !s- Buil.der/ U� �ra-�. J� n C.�� Keith Presswood' 'vice President of Sales 1<-eithpresswood@verizon:net 10,kdribalance� Spray Foam Insulation Installed Insulation Statement Location of Insulation Thickness Total R-value Approximate Sq.Ft. Walls JrJ x 4.45= Attic-Floor or Roof Deck fcirlc one) x 4.46 = Cathedral Ceiling x 4.45 = r � ' 306 x 4.46 = x 4.45 R-value=4.45 per inch Tensile Strength= 3.87 psi Density = 0.6-0,8 lb/fe Compressive Strength= 1.86 psi DEM!Lr=r- Batch# Andek Batch# Uf applicoClo) CAP' Coo J.h�.J1o�ww 8c).� 9C� 66 I i 1�^ ev"I 11 N°mo — on°Nvmbor f 03�2�-h. Appilealor Namm Ilpptlrnlor Ipnetura Ogre i •...•.'.., .'•. ati-• ''+.. :.K• •' ��, .1'�' ,yam": . .�r._ - ,tom .. Y- , - ,'•r+ir... ,. • •J,<<n{+f�.,;.4 r' _ '.!V•+'i.y—id'�-•. f`. rr.- .1—...+....... �v `oFTME Town of Barnstable.. BARNSfABLE. • Regulatory Services " MASS. t639 ,0r Building Division p�FD MAy a. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 i Fax: 508-790-6230 Inspection Correction Notice � Type of Inspection Location C M s fir-Cc. Og� A Permit Number C 7- Owner Builder ,y, One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 31�1 Please call: 508-862-4®-3&for re-inspection. Inspected by ` Date2-- Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x25173s Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Robert J. Bothwell Name of Applicant 252 Clamshell Cove Road Shoestring Bay Cotuit Project street address Waterway Cityrrown Description of use or change in use: Modify existing pier in accordance with attached plans and Barnstable Conservation Commission's Order of Conditions SE3-4740. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." —4—nJ i{ l2 Printdd Name of Municipal Official Dat 4�w d�� ature of unicipal 0 al Ttle City/Town CH91 App.doc•Rev.6106 Page 6 of 13 , SHOESTRING BAY ' 4 Fri Ey (T17DAL) LOCUS NEVI EXISTING PILES 1p? �;r LO A IQN, TO BE RELOCATED c� of POPPDNFSK QI NJ 8�4 z P ' OPOSED FLOATI LOCUS MAP xJ PRWaS- ED STOPS (TYP.) I:a B*X1'S, .., IZ ?1 FLOAT I IX zo A", ; I AL MARSH Ak AL oiq <10 FLOOD Zo, ! h\o TOP OF o �d PARCEL ID: OG5./Cf04 .. O O C) ^� �� R+0 fEi T J. & SUSAN J. O �0�co v ry Q `* 41 SPAFZ'AWKL PATH �2�Or i O MARSHFIELD, MA. 02050 cZ N O #252 ry �' 40 02i0 4 SCALE: 1"=40' . t. CLAMSHELL COVE ROAD EL=VATIONS ARE BASED ON MLW=0.0 PLANS ACCGTIuGP'AKYING PETITRON OF RGR RT J. & SUSAN J. BOTHWELL TO IZ€C.0'ARE PIERS AND CONSTRUCT A FLOAT ON SHOESTRING BAY CO-TU17, MA. DrAT-: JAN. 13., 2-' SHEET 1 OF 3 A.% WILS:O:' ASS'0'C., INC. JOB NO. 2.1605.0. -1.9 -2.6 1.7 -1.9 SH- ESTRtNG BAY - -2.5 -2.5 -3.1 -2 9 -1.8 (TIDAL) -3.3 -2.5 -2.1 -2.0 -1.8 -3.2 -3.1 -1.8 -2.2 -2.1 -2.1 -3.0 -2.8 L1.7 -2.1 -2.0 -2.0 -2.0 -2.7 1 • - -___. . -2.7 -1.9 -1.9 1-1.6 -1.9 I RIEW - -2.2 1-1.6 LQC�4 T1�,1-4 ca► �-XI'�T�°.G FTJ`1=S -1.81 -1.7 1 o I -2..!' -2.0 vol. fit= F7.LO:CAED z 1 -1 4 -1.7 x -1.3 I w 11.3 , y�-� ' -1.4 -1.61 z r -1.3 �, PMPO`SED FLOAT OTC 1.1 _ STCfPS- ('TYP.) I o -1 ~ . PR$X p .4 l o of12 -1.2 P -1.2 -1.0 w 1 'W, (o -1.0 -1.0 I . �0.9 -1.21 Z 1 -0.7 -1.Otz` -0.9 -1.0 -1.01 0 0.4 -0.4 a IJ -a..5 -G.W ujo •�P� X. M� -0.91 - - - ALTEDGE O S L I - - - - - --_ AL - M_gRSay MrARS1H A AL ' - AL - - - ----------- pd0 - - - GRASS AL AL PARCEL 110: 0,05 /00`4 ✓ F� / F( p00 14 Zp� MS4 q vl�A M � PLAM ACCOM-PAN YIN G PE Tl TION OF R05, RT J. & SUSAN J. BOTH WELL TO RELOCATE P1'ERS AND CONSTRUCT A FLOAT ON SHOESTRING BAY COTU1 T, MA. 20 0 10 20 CALE: 1"=20' DATE: AM. 13, 2©12 S SHEET 2 OF 3 AM. MILSON: A6-Gln' ' FN'.0 .rnQ Mn I 1 Any n 3.0' x 2" X 8" PILE 4.0' 2" X 8" S� x =y I V: FLOAT STOP DETAIL (TOP V1EW N.T.S.) MEAN HTQH WATER FLOAT PILE 4" X 4 J,.. ::.;. MOUNTING 2" X 8" .'Lli, a o BRACKET 4 0 6 2' MINIMUM ° o o. OCEAN B.O.TTQ1 _ i._. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLO'A_T STOP DETAIL (SIDE VIEW N.T.S.) PILAU'S ACCOMPANYING PETITION OF ROB,E.RT J. & SUSAN J. BOTHWELL TO RELOCATE PLIERS AND CONSTRUCT A FLOAT ON SHOESTRING BAY COTUIT, MA. DATE: JAI,. 13, 2012 SHEET 3 OF 3 A.M. WILSON ASSO'C., INC. JOB NiO. 2.1605.0 Town of Barnstable Building Department - 200 Main Street * " Hyannis, MA 02601 6 �' (508) 862-4038 Argo�A Certificate of Occupancy Application Number: 201200737 CO Number: 20120064 Parcel ID: 005004 CO Issue Date: 06/21/12 Location: 252 CLAMSHELL COVE ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed �1HE, TOWN OF BARNSTABLE Building 201200737 BASTABLE, Issue Date: 02/21/12 Perm i t RN 9 MASS. �ArFG 39. A Applicant: BAYSIDE BUILDING,INC Permit Number: B 20120340 Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/20/12 Location 252 CLAMSHELL COVE ROAD Zoning District RF Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 005004 Permit Fee$ 280.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 50.00 License Num 005645 Est Construction Cost$ 55,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND RELOCATE KITCHEN&FAM ROOM,CONVERT 2ND FLOOR FAM THIS CARD MUST BE KEPT POSTED UNTIL FINAL RM INTO MAS SUITE WITH NEW DORM AND DECK(22X16) INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BOTHWELL,ROBERT J&SUSAN J BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 41 SPARHAWK PATH INSPECTION HAS BEEN MADE. MARSHFIELD,MA 02050 Application Entered by: RM Building Permit Issued By: /4 / 4 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,N01, SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE 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: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2l2gJz P_.t4� sL r� 4"/q- g P 2 No f6 f_&44, 2 F-,�.a� �I� 2�� 3 1 Heating Inspection Approvals Engineering Dept Fi Dep 2 ; 14 S B 1 qq4 t �- -°• ;• G � �''')Sal ��—�- �v� �c7 F�� ..-5 Z .. r 205't TO POPONESSETT BAY L EXISTING 60.6' 00 CONCRETE POOL V NOTES: 1) MEASUREMENTS SHOWN ARE TO INSIDE WALL OF POOL o STRUCTURE. o 2) DWELLINGS AND/OR OTHER °N° STRUCTURES ON LOCUS ARE NOT SHOWN. N Co J 225't TO POPONESSETT BAY POOL LOCATION PLOT PLAN DCE #08-278 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE. LOCATION : 252 CLAMSBELL COVE ROAD COTUIT, MASS. PREPARED FOR: SCALE : 1" = 30' DATE : DECEMBER 2, 2008 VIOLA POOLS REFERENCE ASSESS.MAP 5 PARCEL 4 PLAN BK 223 PG 39 F1 OF blgSS I HEREBY CERTIFY THAT THE STRUCTURE oaf DANIEL q�yG SHOWN ON THIS PLAN IS LOCATED ON THE o A. GROUND AS SHOWN HEREON. OJALA U) ,,,WS_362_ 1 q No.40980 fox 508 382-9880 Q' PE \0 Q down cope engineering, inc. C/WL ENGINEERS / ^� LAND SURVEYORS 939 Main Street — YARMOU7HPORT, MASS. DATE REG. LAND SURVEYOR r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ' D ' `' Parcel D O `� Permit# VS 1 Health Division —1 — '�--® cJY4Y6Q3' 13I3 13Ar :'",'f Date Issued 6 t- 03 _ q ABLE Conservation Division ,� 6 f `1 �'� t Application Fee �J 2' 04 �v Tax Collector , Permit Fee Treasurer VISION SEPTIC SYSTEM?AUST EE Planning Dept. WSTAUED IN COMPLIANCE. TM a Date Definitive Plan Approved by Planning Board EWROlN�MEN CODE AND Historic-OKH Preservation/Hyannis TOWN RECif!L vf0j Project Street Address" .2S Z C--CA144, eL z C10✓C X_ Village (2-0-7-Z) I i n Owner PZ 6�5�.� bT C_ -& t�c� Address q i 64t, o PA,_)4- Telephone (o { (oy(o O X3!;* Permit Request ('.vN S n.✓ �-�'! a d G� �� 1� 2- bJ S' 5 d-I /cam-r-7�0--Qj g t,5 c✓ r Y PC - �=/06 „" Z Y ITyIT� fM✓<� �� bI= CvNi�i mars S:_E3 —5'6 9� Square feet,.1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation , Construction Type Lot Size \ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwellin T e: Sing le Tamil `0 Two Family O Multi-Family #units 9 YP 9 Y � y y( ) Age of Existing Structure \ Historic House: O Yes ❑No On Old King's Highway: O Yes ❑No Basement Type: �O Full 0 Crawl 1 O Walkout O Other Basement Finished Area(sq.ft.) �\ Basement Unfinished Area(sq.ft) Number of Baths: Full: existing \ \ new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas O Oil ❑ Electric ❑Other Central Air: 0 Yes 0 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage:O existing ❑new size Pool:O existing 0 new size Barn:0 existing 0 new size Attached garage:0 existing ❑new size Shed:O existing new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded 0 Commercial O Yes' - ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION 9`T O 7 Named 41-3 Telephone Number Q �`�� 0 y f Address "25 57 C fC D License# C D -76 = ►'��y Y1-� Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 0,A-Cc � S SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. —DATA ISSUED G✓ I 11 # MAP"/PARCEL NO. ADDRESS VILLAGE OWNER '1 r v N�, J ..L j + A. n DATE OF INSPECTION: t -� } FOUND AION n .y C FRAME - �� f 1 , INSULATION ,<? l� ` FIREPLACE r�1 .,: ELECTRICAL: ROUGH FINAL �i r y PLUMBING: ROUGH) t; FINALS GAS: ROUGH, FINALT'l ` FINA_ L-',BUILDING ?` �� DATE_CLOSEDOUTJ �u h : G vQ-T Zl.._ 0 rF ASSOCIATION PLAN NO' n. 7141� n RU-SERt T,,p'OT4KICLL FAX f-,10. 781637028CI May. 08 2003 06:-38PM P3 Y"o 5—0'.-:5 0 1 5 9P.11 2 1 4 Fa, 0 Town of B-11--a-stable 61 Al Regulatory 'Siervices OUSE A Thum.'is K G-VA"c Dircdor "Q11:�IJWI>Iil Building DITAt)-ij Torr,'Pc-rrv, )Hdivtl y��-jcqie, - Pa .MJ 200 t',4 slxf�i. 14ya MIL.,�111A O.'Zicc,1 rax: 508-790-621',' o PrO Vell'Y' a',VVCI'MU 5 t.COMPIetc Al (I Sign TIds, S4-c(ioli If L"Ising A T3 u 11.cl c as r�i the nibject.propcn7 hereby amtho&c AA,"A- -c.dl A16 w,a On ,-,I.y bebab" un a.,f niatati-s rclar r to work pvitk d by d-o's- ln, applicaliOn TOY tt cIMSS of o b) Cal /% f J. �it / /f�T �� ` Y Z O.A a 7141� n RU-SERt T,,p'OT4KICLL FAX f-,10. 781637028CI May. 08 2003 06:-38PM P3 Y"o 5—0'.-:5 0 1 5 9P.11 2 1 4 Fa, 0 Town of B-11--a-stable 61 Al Regulatory 'Siervices OUSE A Thum.'is K G-VA"c Dircdor "Q11:�IJWI>Iil Building DITAt)-ij Torr,'Pc-rrv, )Hdivtl y��-jcqie, - Pa .MJ 200 t',4 slxf�i. 14ya MIL.,�111A O.'Zicc,1 rax: 508-790-621',' o PrO Vell'Y' a',VVCI'MU 5 t.COMPIetc Al (I Sign TIds, S4-c(ioli If L"Ising A T3 u 11.cl c as r�i the nibject.propcn7 hereby amtho&c AA,"A- -c.dl A16 w,a On ,-,I.y bebab" un a.,f niatati-s rclar r to work pvitk d by d-o's- ln, applicaliOn TOY tt cIMSS of o b) Cal /% f J. �it / /f�T �� ` Y Z O.A a r "&_"�_ The Commonwealth of Massachusetts —... r Department of Industrial Accidents w Office oliaYesl ffNIOas _ 600 Washington Street -= Boston,Mass. 02111 Workers' Compensation Insurance Affidavit location ci C-457-2.) phone# ❑ I am a homeowner performing all work myself. �Q— am a sole n for and have no one workii ui ca achy / %%%%%%/ %%% %%///%%%/%/%%/%%%%%%%%%%///��///////��/%%%/G%%�%%%%%�%%/%%%/////�%%%/%%/% em to rovidin workers' compensation for mp employees working.on this job. y� .::;;•;::::,•::r;•:::. :::. ,t:•r.: I am an g :........ :...:....... .:: .x:�..:.::::::: P {:......................... <IIe 'vc `:?':� ? 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I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is trru and correct S- — Date • Signature - � Print name Phone# S�� s official use only do not write in this area to be completed by city or town official city or town: permit/Ucense# ❑Building Department ❑Licensing Board check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; _ ❑Other Om"d 9/95 PUa Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. 'An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,Partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct.buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. `. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and �+ supplying c°mP an names, address and phone numbers along with a certificate of insurance as all affidavits may be Y ^.. submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit4icense number which will be used as a reference number. The affidavits may be returhR*io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 r °FtHE, ti Town of Barnstable Regulatory Services &kRNSTABL ' Thomas F.Geiler,Director - MASS. 9 0.19• A. g Buildin Division �PTFD MAC Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type.of Work: — Estimated Cost 1�+ o d ° . Address of Work: 52- � � C-OZ M� Owner's Name: �c�'�'T Date of Application: �� o 3 I hereby certify that: Registration is not required for the following reason(s): OWork excluded bylaw ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Dat�� Contractor Name Registration No. OR Date Owner's Name I Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 130009 Expiration: 12/13/03 Type: Individual John Hanson John Hanson Ir 353 Carriageshop Rd. � East Falmouth,MA 02536 BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 067659 B irthdate: 12/20/1960 Expires: 12/20/2003 Tr.no: 12346 ^'^ '•" ' Restricted: 00 JOHN A HANSON � 353 CARRIAGE RD E FALMOUTH, MA 02536 Administrator Massachusetts Department of Environmenal Protect one'' �'' - 1 v ti P DEP File Number: Bureau of Resource Protection -Wetlands .�. WPA Form 5 - Order of Conditions SE3-4096 ��`� Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII A. General Information Important: When filling From: out forms on Barnstable the computer, Conservation Commission use only the tab key to This issuance if for (check one): move your cursor= do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions _Q To: Applicant: Property Owner(if different from applicant): Robert J. Bothwell Name Name 41 Sparhawk Path _ Mailing Address Mailing Address Marshfield MA 02050 City/Town State Zip Code City/Town State Zip Code 1. Project Location: 252 Clamshell Cove Road Cotuit Street Address City/Town 005 004 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Barnstable 14742 54 County Book Page Certificate(if registered land) 3. Dates:. APR 2 3 2003 February 14, 2003 April 8, 2003 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Revised Site Plan April 14, 2003_ Title Date Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: Edward Pesce, PE Name 6. Total Fee: $50.00 (from Appendix B:Wetland Fee Transmittal Form) Wpaform5.doc•rev.4/15r03 Page 11 of 7 . it Bk_ 16801 P9234 049215 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number. _ WPA Form 5 - Order of Conditions SE3-4096 �bA �e� Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ® Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply ® Fisheries ® Protection of Wildlife Habitat ❑ Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project,as proposed, is:(check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. This Commission orders that all 1 ` work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. y ❑ the information submitted by the applicant is not sufficient to describe the site,the work,or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests,and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is 'h necessary is attached to this Order as per 310 CMR 10.05(6)(c). 6 9 General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. I 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. Wpalorm5.doc•rev.4115✓03 Page 2 of 7 / Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands 63 Massachusetts Wetlands Protec'tion Act M.G.L. c. 131, §40 Provided by 5-EP and Town of Barnstable Ordinances Article XXVI I B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"(or, "MA DEP"] "File Number SE3-4096 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. � 13` Anv change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require.the filing of a new Notice mf Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. | Page xm, Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection - Wetlands SE3-4096 = WPA Form 5 - Order of Conditions Provided by DEP NAM� .�°� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or .;°•'h, water body. During construction,the applicant or his/her designee shall inspect the erosion controls •� on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation ols es the rigt to require addiional erosion and/or damae prevention Commission,which reseSedimentathon barriers shalltserve as the limit f work un less another I m it it may deem necessary work line has been approved by this Order. Isee attached Findings as to municipal bylaw or ordinance Barnstable hereby finds (check one that applies): Furthermore,the Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Citation Municipal Ordinance or Bylaw Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order c Conditions is issued. f ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Article 27 of Town Ordinances Citation -, Municipal Ordinance or Bylaw 'i The Commission orders that all work shall be performed in accordance with the said additional ed above.To the extent that the following conditions conditions and with the Notice of Intent referenc r other proposals submitted with the Notice of Intent, modify or differ from the plans, specifications, o the conditions shall control. Page 4 of c Wpaform5.doc•rev.4/15/03 IBk 16801 P9237 =' 9215 SE3-4096 Bothwell Approved Plan= April 14,2003 Revised Site Plan by Edward Pesce,PE Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures, 1 requirement to re-landscape to original condition,inability to obtain a certificate of compliance,and more. i The General Conditions of this Order begin on page 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein, General Condition number 8 (recording requirement)on page 3 shall be complied with. 2. It is the responsibility of the applicant, the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and i approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. 3. General Condition 9 on page 3(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The Natural Resources Dept.shall be notified at least 21 working days prior to the start of work at the site,to inspect the areas for shellfish. If deemed necessary by the Shellfish Constable,shellfish shall be removed from the work area to a suitable site and/or replanted at the locus following construction. The foregoing measures for shellfish protection shall ensue at the expense of the applicant. III. The following additional conditions shall govern the project once work begins. 6. General conditions No. 12 and No. 13 (changes in plan)on page 3 shall be complied with. 7. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. p.4.1 Bk 16801 PS238 =49215 8. This permit is valid for 3 years from the date of issuance,unless extended by the Commission at the request of the applicant. 9. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer is used,only slow-release low-nitrogen fertilizer shall be applied. Over-fertilizing shall be avoided. 10. There shall be no disturbance of the existing salt marsh. 11. No creosote-treated or CCA-treated materials shall be used. 12. Deck plank spacing shall be at least one half inch. 13. Work shall occur during the off-season only: October 15 through May 1. 14. No dredging(including but not limited to effects of propeller wash)is permitted herein. 15. The seasonal storage of floats shall be at a suitable upland site. Floats shall not be stored on banks,marshes or dunes. 16. Piling shall be driven into place. The following special conditions in italics shall govern boat use at the approved pier. These conditions shall continue over time. Note: For purposes of this Order of Conditions,the term"pier"shall refer not only to the linear pile- supported structure,but also to any of its components or appendages such as the float(s),ell,tee,ramp,outhaul piling, � I i etc. a 17. Boats shall only be berthed at the float. ' 18. No boat shall be used or berthed at the approved pier such that at anytime less than one foot of water resides between the bottom of the boat(or engine in drive position)and the substrate. 19. Lead piling caps shall note be used. 4 20. Work on the pier shall ensue mid-tide rising to mid-tide falling or as otherwise necessary to prevent the grounding of the work barge on the substrate. IV. After all work is completed,the following condition shall be promptly met: At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance r: 7� for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance Where a project has been completed in accordance with plans stamped by a registered .'1 professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance.At the time of the request for a Certificate of Compliance,an undated seouence of color ohotoaranhs of the undisturbed buffer zone shall be also submitted . p.4.2 Bk Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands SE3-4096 Wk. WPA Form 5 - Order of Conditions Provided by DEP �. 63 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: see attached This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions K from the date of issuance. Date This Order must be signed by a majority of the Conservation Commission.The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office (see Appendix A) and the property owner(if different from applicant). Signat ,,�,�►r ,,,.,, &PR D00 On p�O�N� Of Day Month and Year before me personally appeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. "3 �q Dec- Notary Public My Commission Expires f This Order is issued to the applicant as follows: ❑ by hand delivery on ❑ by certified mail, return receipt requested,on APR 2 3 2003 Date Date Pape 5 of 7 Wpaform5.6oc•rev.4/8/03 • B k , 16HQ 1 Ps 240 .049215 Massachusetts Department of Environmental Protection DEP File Number. Bureau of.Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE3-4096 >1 $ Provided by DEP ° .�0 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII C. Appeals The applicant,the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the.Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40)and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable Conservation Commission BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MR OB 1`48018TER BARNSTABLE REGISTRY OF DEE715' Wpaform5.doc•rev.4/15ro3 Page 6 of 7 ACORD. CERTIFICATE OF LIABILITY INSURANCE 0DATE( IYYYY) 3/2 M/DD 03/28/2003003 PRODUCER (508) 586-2973 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE McCormick & Sons Insurance Agency, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 800 West Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Avon MA 02322- INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:COMMERCIAL GENERAL UNION CAPE MARINE CONTRACTING INSURER B:WORKERS COMP ASSIGNED RK P. 0. BOX 297 INSURER C: INSURER D: FORESTDALE MA 02644- INSURERE: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY / / / / EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 50,000 PREMISES Ea occurrence $ CLAIMS MADE OCCUR CBJH50751 09/01/2002 09/01/2003 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 POLICY JEC LOC AUTOMOBILE LIABILITY / / / / COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS / / / / BODILY INJURY SCHEDULEDAUTOS (Per person) $ HIRED AUTOS / / / / BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO / / / / OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY / / / / EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE / / / / $ RETENTION $ $ WORKERS COMPENSATION AND sole proprietor / / / / TORY LIMITS ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE$ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT ROBERT BOTHWELL FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE 252 CLA 4SHELL COVE INSURER, AGEN OR REPRESENJjXTIVES. AUTHO S ` COTUIT MA - ACORD 25(2001/08) ©ACORD CORPORATION 1988 qT, INS025(0108).05 ELECTRONIC LASER FORMS,INC.-(800)327-0545 Page 1 of 2 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 6 6 IS" Parcel 6 O Permit# Health Division ov' 0 f Date Issued Conservation Division Z av 1 3f©� �,p Fee TJ Tax Collector �'`f INSTALLED IFV COM Treasurer ` ) l�q�B(5 WIT14 TITLE PLIANCE Planning Dept. ENVIRONMENTAL CODE AND TOWN REGULAT10NS Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis , Project Street Address 45 A,2z . Village C,o Ty i i Owner J�C _1L fD o- t� Address Pa S o1c 3 Z Telephone �5�� a8 —��`�3 O Ct> -(--v r i HA- O }.C3s Permit Request Ce 0 S TYL�D c�n Gov 1 k S R- r, 6E - 4'y--1o' P2oPoS ED � /Ceffyf� �J��l APB � ' Square feet: 1st floor: existing propose X o 2nd floor: existing proposed Total new_ S Estimated Project Cost oo Zoning District Flood Plain Groundwater Overlay Construction Type TtM661— Lot Size Grandfathered: O Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure t Historic House: ❑Yes O No On Old King's Highway: 0 Yes ❑No Basement Type: ❑Full 0 Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: 0 Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:0 existing ❑new size Pool: ❑existing' `0 new size Barn:0 existing 0 new' size Attached garage:0 existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes 0 No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION p Sa c`� 'S�`f Name �-1oWl,v� �Ahosoy\ Telephone Number S7 Address 153 Clt:r License# C'S (06 6 S� Home Improvement Contractor# /3 cx,�)0 O za S 6 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S v L) JJ 6 T)(5-r"o Yvr-1_ SIGNATURE DATE Z� ` OD FOR OFFICIAL USE ONLY i T 3 PERMIT NO. DATE ISSUED + MAP/PARCEL NO. f ` ADDRESS VILLAGE OWNER . i. DATE OF INSPECTION: i S FOUNDATION - FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL _ « PLUMBING: RO ZH t� [? FINAL O ` GAS: RO�� FINAL ' FINAL BUILDING - Ainn ' �r too « t --7 v ) DATE CLOSED OUTfn ASSOCIATION PLAN NO. , i Horsley&Witten,Inc.l Environmental Services, I FROM BOTTOM OF BANK TO FROM EDCE OF SALT t_ — ,o 90 Route 6A Sextant Hill +,ol•. Pew ma n«I.n..,,h r•e Prep•ry«:•or..•.. r,.o•ew.••„Ier4r,.,••sae la,,,. EOCE OF SAL T MARSH MARSH TO WATER Sandwich MA 02563 T ' ' phone:508.833.6600 L _—. L I__, b•,a �,\ „•�� fax:508.833.31.50 63' PICK(CC-3.0 — �.', —,•e.•�w••a a;+a-, �� '`)� hepueE Rmro ,s' �—I JO'P i _ `" r °•, a .. —.._.._.._.._.._.._.._..�I._. _.. —.._ __.._.. ._._.. _ - -"—u r r,� re.o<u NORTH ws<-2) IJ V 1?�,o eu »rcn PROFILE OF PROP)SFD PIER. RAMP. &FLOAT TYPICAL PIER SECTIONS RAMP SECTIONS 1' I a ' Edge of Solt Morsh Mean High Woler Observed May 1998 (App—, Approx. Mean Low Wote v .a J I� SnxCrp,u 'R�Mtl ttilnejae PROPOSED PIER,RAMP i !t pert'Line Exf erasion To___-_-____ ', p nl Coastal Bonk N t I, i.. FLOAT,AND STAIRS 252 CLAMSHELL COVE RD 'COTUIT(BARNSTABLE),MAI i • < � a I Lot SJ sn«ra. y L. 0 .� Proposed Float � 8,•—,' .. 1.� " � � tI '.t U ......._.. .. _ ....._ TIMBER FLOAT SECTIONS 6'x8• O x J3 r ase� o,ru•o. Q 1 Prepared For: v Ramp, a' i I" 'I i Mr.lack O'Brien Proposed Dock 1 TBM.E1=J5.J5'MLW p � Px set i eni New Yorkl NY110028 j D o yy Ladder on Both I ^\ \ ! u p! cS 39.3' Sides o/Wolkway' � a i i Nr��L y vrl �. in the Inresf q7 i 'i .. .... .5". Public Frost Rigl ts— 1 I �' " I ,• ---- -----'- \ I IYU 1 •'^s''••^•s -? Edward L.Pesce,P.E. - - Dale: 62M8_......_ Drawn By: J.L.C. \, 'l�I C !/ Iseerw., "mom Designed By: E.L.P. ! ..-c Are 1 ;^ntr::' 'a'I Checked Uy: E.L.P.. Notes: STAIRS & LANDINGS scale: ASSHOwN _ 1. Total running length o/pier, romp and float qua/to 81'. CROSS-SECTION i Sheat No: I a I m e - 2. Survey dofum Mean low Wafer(MLW)F.L. = 0.0. J. Base mop prepared by CopeSurv,Hyannis.MA ° '0 10 '0 B0 Revision No.: 07 JJAN,2000 i 617 BOARD OF BUILDING REouLATIONS ;Llcense: CONSTRUCTION SUPERVISOR , s� Numbk.;_CS 067659 $IrtllitaLs• .1?J2Q1.960 +` ( pte1 :�12lZfT/ 001 Tr.no: 12548 JOHN A HANSO = 363*CARPJN13 BESH( _ E FALMOUTH, MA 02536 Adrnlnbbeto ------------- ✓,i,�!a yl..t�ac�.�aa BONE 1PROVENERT CONTRACTOR. . Re�istntior 13000l.. Expiratiou .. : 12/13/01. Type: Iidividul 7olo um Nsssos ADMINISTRATOR 3 cNr�s' s1cp Rd. Esst Falioa AA 02536 t License or registration valid for individual use only before expiration date. If found return to:One Ashburton Place Rm 1301 Boston Ma.02108 1 -95 QpO-d 44Mie'd lit. 0 }� 1A-Mas�Mt tom► '; 10-1&7Fem�fh dyne Yam+ ,.:? F b C81iS0 SOr 1pVO�{{{I7 �F i DI©SAFE CALL COLTER. (80)344-72i3 i• o The Commonwealth of Massachusetts r.: Department of In Accidents z- ,� ==��••- Olflca o/hestlgat�ons 600 Washington Street Boston,Mass. 02111 Work ers'-Com ensation Insurance davit name location: r Z�►� I l city CEO fits 1 I— M P� phone# ❑ I am a homeowner performing all work myself. [21 am a sole proprietor and have no one worlds in anv capacity %/////�%%%------ I am an employer providing workers' compensation for my employees.working,on this job.: ❑ .. ........:::::. ::..:....:. ._ :::: ... co a nv nam . .9'a`are . hone insurance co. ❑ I a sole propriet ,general contractor,or homeowner(circle one)and have hired the contractors listed below who have efo ll0 wi ng workers. o.:. .en.::sa.:t.:i.o n.::.:. o:..i.c...e..::::.::::::...:...:.::::::::::............::. ..::::::::::.:...............:.::.:::.:............. ..............:.:::::::.:: ......:.:::------. ............. .�...n . ..................:..... .c . .. .. . ..... . ..tom.. ............:::._..:;:.<::::>:;:::>:::;::::::>: ;;:;:>::>:..:.....:.....::.:.;;:.;:<.;;:.::.;.:::.:: comaanv name t " adire l ....... ..........:::...................:::::::::::::.�::.�::�::::::::;�:..............................:::....,-::::::::•.•.:-;:...:as::'-:'.::•::o::;::::::r::�::� ........ ... ................ ....................................................................................::::::._::: ............ y one a 3� �b h I Y.l...: ............. i.n..s..n...r..a.n..:c.i.ie.i.:�..ic.:.i.as..i.�.s.i:.i:i::.�i.::4:.i:.::.{..?�:^::y:.::...�.i r.�:.•:...:.:€w:.;:.. .:<...;.::.;.;.:;...:.;.::..:..;:.�.:..;.::..:.:..:..:..:. .�...:i�.' ;j;:}:j:!:!.:�:,ii.::�:'��•"�i.:.:-�:�i{:;:'�:; :�i{:�::>:ti�:'::':+.i�:�:io: iiJ, j;i{fv{#: : : i::{i:'•�viti•: M!J:±i:::,'. ,,?.,:': „. . ............... c ad are ss: ; ne. .... ...... D .:.....,.:.:: .............:...................:......:..........................:......:..... insurance co:. Failnre to secure coverage as requited under Section 2sA otMGL 152 can lead to the imposition of crhniaal penaitin of a fine up to s1,s0o.00 and/or one year,'imprisonment as weft as civil penalties in the form of a STOP WORK ORDER and a fine of 3100.00 a day against me. I understand that a copy of this AS may be forwarded to the Once of Investigations of the DIA for coverage vetitfcation. I do her y c fy to pauc4 and p of perjury that the information provided above it trues mad coma signs Date 'Print name official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board _ ❑check if immediate response is required ❑selectmen's Office _ oHealth Department contact person: phone#i ❑�er- (dewed 9/95 PJA) WNWE The Town of Barnstable r � BARNSfABM 9�A , ,0$ Department of Health Safety and Environmental Services rEo�,w+a Building Division 367 Main Street,Hyannis MA 02601 I Office: 508-862-4038 Ralph Crossen. Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work:(!_00 STP-0C-f-«70 a_r_S M-<2LCA-y Estimated CosA (o C> Address of Work: G A-Lt.4 412 M-1 _ �p Cp�� I I Owner's Name: -4 Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the.owner: 'A� ' 6fi- Sd.0 3 Date Contractor Name Registration No. OR Date Owner's Name q:fonns:Affidav i LoT � n , - '2 � M � n° (k) N TO THE BEST 'OF MY INFORMATION, "AS— BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS, - O _Jp,?77°"a _ SHOW N THIS /- �PLAN HAS BEEN LOCAT 3" ?- � _�7;, GROUND AS INDICATE ��`� �Ss9 DATE Lx �, iG�� SCALEROSIN � MR. JOB 130 3-0o CLI ENT �'Z o WILCCjk ,SWEETSER ENGINEERING 7 cl7 J P� 235 GRREAOT 0 STERN ROAD z5e�� X 713 DATE PROFESSIONAL LA EYOR SOUTH DENNIS, MASS. 398-3922 02660 F-AX 398-3063 _�_ - S 7 A( 0-1 Ll� 06iu TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY I PARCEL I1>e005 004 GEOBASE ID 27 ADDRESS_ CLAMSHELL COVE ROAD PHONE COTU IT ZIP . - ',�LOT 53 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 27469 DESCRIPTION SINGLE FAMILY DWELLING (PMT.#23417) PERMIT TYPE BC00 TITLE 'CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and.Environmental Services Y TOTAL FEES: BOND $.00 OkIm CONSTRUCTION COSTS . $.00 756 CERTIFICATE OF OCCUPANCY • +*► BARNSfABLE. MASS. 1639. ED INI� i BUILDI Goa I ISION r BY DATE ISSUED 12/02/1997 EXPIRATION DATE v v I1 TOWN OF BARNSTABLE ti - _./_� BUILDING PERMIT f PARCEL ID OO5.,Od4 GEOBASF. ID 27 -ADDRESS- 24 LAMSHELL COVE ROAD PHONE • Cotui.t ZIP LOT 53 BLOCK LOT SIZE: _ DBA DEVELOPMENT -DISTRICT CT PERMIT . 23417 DESCRIPTION 4 B.R. 2 1/2 BATH W ATTACHED 2- CAR GARAGE ,PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG �MT CONTRACTORS: DE SIMONE CUSTOM BUILnERS,FV•INC;. Department of Healtl, Safety ARCHITECTS-." and Environmental `��Se�ices TOTAL FEES: ` $620.00 THE BOND $-00 E CONSTRUCTION COSTS $200,000 00 1.0( � .SINGLE. FAM HOME DETACHED 1 ► PRIVATE P ;�* �BAISNSTABLE. ' MASS. �► OWNER O"BRIEN, JOHN 163 A�0 ADDRES. 35 VINE STREET. .. • APT. 203 WINCHESTER,MA_ BUILD GIVISIQA 1 . BV DATE ISSUED;' 05/29/1997 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN= CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS.MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS-MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE-OCCUPANCY. POST THIS CARD SO IT IS VISIBLE�FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 �� 1 /2G- /✓D Oys /#./ 01 . � - 9 fb��-''�/� 2 /Ile /3 r 3 ' 1 HEATING INSPECTIO PPROVALS 74, GINEERING DEP R MENT 1'40�Z 2 QOAJID OF Hrl EALTH OTHER: w x rt - SITE 01 AN REVIEW APPROVAL Srn��L , L4L q'L. '1� WORK SHALL NOT PROCEED" Nl IL P� RMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE RUCTION 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. c I. • f FOR' REGISTRY USE ONLY "I ,CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CON,FORM'ANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS." AA '►. .n\jH Or�s v� O ROBERT y� m A. ► j BRAMM. JR. z cls� #45850 O ► F � ♦ o PROF o� S U R%6 T-5 RLS COTUIT �' a SIIOES7RNO BAY - �� V U (TIDAL) LOCUS: F,QF`F. PILES Q. Q DEP LIC# 13521 o POPPQNESSET o 8'X16' FLOAT & PILES BAY DEP LIC# 13521 LOCUS MAP x � w w w PROP. 8'X10' (o o z ? PLATFORM L X W ♦& Ct W .►►�ySH , Z Or h,SS•�� °� • N. APp ROBERT y�� EDGE OF w SACTR�X MLW o A." n BRAMAN. JR. z AL Ak MARSHAL MARSH i (P #45aK ° F r GR 14 C � FLOOD ZONE "C" ,y PARCEL ID: 005/003 Top OF N/F COASTAL CARTER & SYLVIA TALLMAN BANK 17 FARRWOOD DRIVE PARCEL ID: 005/004 ANDOVER, MA. 01810 ROBERT J. & SUSAN J. BOTHWELL 41 SPARHAWK PATH MARSHFIELD, MA. 02050 PARCEL ID: 005/005 N/F PETER M. PRYGOCKI & ' #252 JOANN JOHNSON PLAN 242 CLAMSHELL COVE RD 0' 20' 40' COTUIT, MA. 02635 SCALE: 1" = 40' CLAM'SHELL COVE ROAD PLANS ACCOMPANYING PETITION OF ROBERT J. & SUSAN J. BOTHWELL LICENSE AND CONSTRUCT PLATFORM ON EXISTING PIER IN SHOESTRING BAY COTUIT, M.A. DATE: MARCH 3, 2014 SHEET 1 OF 3 :A;M WI:LSON. ASSOC , 1NC JOB ENO 2 1605:Q �.d i FOR REGISTRY USE ONLY "I CERTIFY• THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS." • �� ROBERT i o a A. v " c, BRAMMW JR. Z j 0 #45850 O ► ♦ F Gam\ 0 j l99F�PROF S U R,40 11/( RLS AAA. Z ►► Sw Or ass �� -1.9 -1.6 -1.9 -2.5 ROBER y�� Sy ESTR/NG BA -2.5 �.�, .� . -1.9 .4 p BRAMAN. JR.z -2.9 N� #45o ► -3.3 &s ♦ F _ -� (TIDAL) -2.5 -2.1 ♦ 9Fo PR of ♦ -2.0 -1.8 ►�� SUR14�:� J -3.2 -3.1 -2.2 -2.1 111 -2.1 -2.1 -3.0 -2.8 -2.0 -2.0 1.7 -2.1 -2.0 -2.7 -2.7 PILES -1'9 -1.9 1.6 -1.9 -2.0 DEP LIC# 13521 8'X1.6' FLOAT & PILES -3.1 -2.2 DEP LIC# 13521 -2'0 -1. 1.6 -1.7 o -2.6 -2.0 Z -2.1 -1.8 -1. -1.4 -1.7 -1.3 -2.3 w -1.7 -1.4 -1. , Z 1.3 -1.3 -1.1 0 -1.4 -1.2 -1.5 0 1.2 -1.2 -1.0 -1 5 rrj w PROP. 8'XIO' PLATFORM a � -1'° -1.0 -1• z 0.9 -1.1 -0.7 -1.0 z J -0.9 F- w -1.0 -1.0 of 0.4 -0.4 o -0.5 -0.5 w . . . . . . . . . . . . . . 0.0 APpROX. MLW -0.9 EDGE OF SALT i MARSH AL MARSH AL AL I►�i GRASS PARCEL ID: 005/0:04 C �q vM F Fz<,0D 2� TDM PLANS ACCOMPANYING PETITIONi OF ROBERT I & SUS'AN J :OTHWEL L LICENSE AND CONSTRUCT NO TES: PLATFORM ON EXISTING PIER ELEVATIONS ARE IN FEET AND TENTHS IN SHOESTRING BAY ABOVE THE PLANE OF ME-AN LOW COTUI T, MA. WATER. MINUS FIGURES INDICATE PLAN DEPTHS BELOW THAT SAME PLANE. 0' 10' 20' DATE: MARCH 3, 2014 SCALE 1 20 SHEET 2 OF 3 WILS:O.N ASSQG., ING '� JOB N:0 2.116055 0 i i, FOR REGISTRY USE ONLY "I CERTIFY THAT THIS PLAN HAS BEEN PREPAR'E:D IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE REGISTER'S OF DEEDS." ROBAT t o a A. - s M BRAMAN:JR.oz #45850 I► ��9F0 PR�F�pQ � No SURVEy� . Pas TV RLS I 2"X8" SPLIT CAPS 2"X6" DECK 2"X8" STRINGERS (BOTH SIDES) 0 O O 0 o 2"X8" CROSS BRACE " (BOTH SIDES) 3/4" DIA. GALV_ BOLTS ` TYPhCAL PIER SECTION ► i►��,\SH Or M,ySsgCy� i��° ROBEAT ✓sue � o - A. N p c. BRANr�N.JR. z P SCALE: 1 " = 4' : N� #a5aso a ��g9FOPROF 4 ► 4DSU00J31 � PLAN-S ACCOMPANYING PETITION OF ROBER:T J. & SUSAN J. BOTHWELL LICENSE AND CONSTRUCT PLATFORM ON EXISTING PIER IN SHOESTRING BAY COTUIT, MA. • DATE: MARCH 3, 2014 SHEET 3 OF 3 A.M. WILSON ASSOC., INC. 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'V l��W x ti - x {� --/1� (Z �v ��' ��G� Flo�� iNoW►�) �--- j y, NSA V o 00 Z w cnoN V dam ti n 0 u ti v O ct co CA. r �iGG'filOIJ ?� ��G-P4a 9 � � C • o 0 f . W �1 eh I ► i �_�_�_� �� i ___ :, ti�� Gore �� @ i�� 0 �21U IQ i Al nJ Wr L \ I v ' w � LlI N rh01U -,q 60y — W ? ec w V o Oepj V Q d r � CO H Co :R h ® UL U. to LU C �iLG�1 i0p 1 0 0 Both`vell BARNSTABLE BUILDING DEPT D E Residence Cotuit, Ma. 1 FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING Floor Plans Interior Renovation IMPORTANT w UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF n-0 SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN non[s: UNE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. 16'-0 n-0 la'0 26'-0• NO E: A SEPARATE PERMIT IS REQUIRED FOR THE ---- -- ---- INS ALLATION OF SMOKE DETECTORS-THE ELECTRICAL :.:.,:;::-:,:>.:;:.:;,;:.;:.::•.: ;.:.:•:::r.:.;.,,.:r. - - ATISFY THIS REQUIREMENT. CARBON MONOXIDE ALARMS MUST BE INSTALLED PER A. MASSACHUSETTS BUILDING CODE UP j . IIROB' Q oro9 r - NEW ENGLAND LIFESTYLES DESIGN 26 Barnstable Road 7'-0• b Hyannis,Mo.02601 2 5'-5' 5'-C 5'-5" ~ -6' 6•-e 6'-6' 7'-0• ph: 508-775-7756 `- � fax: 508-775-7758 — — — bm®nelinteriors.com _ _ cell: 781-953-2849 ,- tomhinghom®yahoo.com cell: 781-724-8482 NO WORK IN4 , CONSULTANT: L. THIS AREA zz ::•.:: uv LF r REMSONS. 2•-II" 16'-6" Y-11" . 16'-0• 1o,-9• 9•-6" 141-5" -_22-4' .754 Existin Basement Floor Plan 1/4• 1-O• OAM 06 February 2012 SCALE: 1/4'=1'-0' ORAYN By: Tom Maloney CHECKED By.,Brenda Meara 9 EET nnE: Floor Plan Renovations .. 64EET NUA®ER: A.01 A. 01 Bothwell Residence Cotuit, Ma. I I Floor Plans Interior Renovation I / I GENERAL NOTES: I I I I HOT TU-1—ft Yr— I 73 0' POOL r, NEW ENGLAND LIFESTYLES DESIGN 26 Barnstable Road 4z Hyannis,Ma.02601 _ -7756 47 3/4 751/e fox: 508 7 5-7758 9.4444 G I 4fl RO M = cm®781 t 953-2849 T7 tomhingham®yahoo.com MASTER I I cell: 781-724-8482 . _ FAMILY CONSULTANT: ED9 ROOM ° I I M ROOM i POST -- -—T---- OF I 4X6 53 37 73 3/8 I — POSI wRaRaa I — _ CLOSET i OARAGE 4 4 REMSIONS: i HOUSE MASTER I BALL I — — — — 4•-0• BATH q3'-6• 4'- 26'2• 4 I @AI1=i a I -��L I q E0 I i - 1-1I6'-0' 3'-2' OATS 06 February 2012 22'-4• SCALE 1/4=1'-O" 75'-0' DRAM eT: Tom Maloney CNEMED By.Brenda Meara SHEET TITLE Floor Plan Renovations ��Exi-ung First Floor Plan SHEET NUA®ER: A.O1 C tax• A. 0 2 I I I Bothwell Residence Cotait, Ma. Floor Plans / Interior Renovation I 5'-O' 4•-0' GENERAL NOTES: HOTTU----------------------------------------- _ - POOL WITRA L' A BINS q ATTACH��EX FA�CE <'>'• NEW ENGLANb LIFESTYLES bESI6N fiNaL NEW'MOTN I ''�•. YAP=iN+FR ro OP G2::;:: 26 Barnstable Road u tlo : BUDHyannis,Ma 02601 NEWS ONE X�MRAbED � Post 75 D/e fax: 508-775-7758 a l I I k "°" cm®781 t 953-2849 _ 4 -- _ tomhingham®yahoo.com cell: 781-724-8482 GUEST = � --_--_— BEDROOM I-' NtW RLT-0 CA4N CNNaL �' NCH a othwell Crabsh ck No WORK IN i AM QEMNEI'S1AOi4 tap TO TIE - yAa�, THIS NEFA P4051 __ PafO EIISIIIG RN -- II „E,,, I I NOTE: ALL DIMENSIONS TO BE AEm C 1 T 24 I KITCH N � 6� OWE FIELD VERIFIED PRIOR TO ANY B DM. _ iQAfl CONSTRUCTION I BNf ABOVE i — — — allEM PREY 9NK r i I \ 11R Bo REFPoGERAroR I.DRAWERS POST NEW 3-0'x 4'DAN COLUMN ' __ -� - SEE STRUCTURAL OtUMNR I — i J6 9J 36 OKMXG Off O HI REMOVED Nap OPENWG NT TO ACE LA �/�/�� WITH stl To WALL NEW BULT�a O SWa CHANGE To OPEN I 1�e3[� REN610N5: i EAS cG AS S,to NACN COUNTER sDODE sNLwG a w AGAINST WALL � i i HOUSE GIST-4 /TO SNOWN. CWNIFA ABD.'E NEW TRANSOM14ABO WHOM 2R Ralf-IN ro Sr AFDOIA ABOVE fNiWEIS 3� GUEST I ItELOGnt E%611NG_--NEW WILTS 4'-0' PIPING AM �'� q NO 3•_6• I WCMORx 10•_ n nnlm - 6•_4 26' 2' q MS \/�}•�/\/ p `I NEW BUTT-IN IFE TYLE�-I NO w=IN Q :., "I BOOKCASE •^ •' iN6 AREA RENOK CERAMIC TIE AND REPLACE wn M1JNSf SfNR ti._ '_` WOOD FLOW TO MATCH E%ISIWa •.., I -,>. REMSED i CUT SEAMS INt0 EOS C TO BRAVE UP RMED f i'-11' 11'-2' BENCH W/BAa( NEW WINDOW WITH TRANSOM ABOK TO y 9'-0' B.-O. I MATCH EXISTING REAR N1NC ROOM p_2• IB'-0' S-27 DATE 06 February 2012 :1 N1taDOW DESIGN _ 10'-9' B'-6' 14'-5' 22'-4' SCALE: 75'-0' oRAWN BY: Tom Maloney CHECKED er Brenda Meoro SHEET TITLE. Floor Plan Renovations 2 Revised First Floor Plan SHEET NUMBER: A. 03- Bothwell Residence Cotuit, Ma. Floor Plans Interior Renovation GENERAL NOTES: 73'-a• 18'-0• i7'-0• W-a• 27-0• i NE W ENGLAND LIFESTYLES DESIGN OP TO S EDT1Rt6ESRiSNE±GR-� 26 E Barnstable a bl,e Road Hyannis,AAa02601 BE W f5 7 fax: 0877577 5 8 bm®elinteriors.com OOM _5-4• cell: 781 953 2849 tomhingham®yahoo.c om -8482cell: 781-724 BEDROOM CONSULTANT: 0 DDWN E FA CRAWL — - - BATH BATH FIL_ BELOW -—-—-— CRAWL i —JJ I OPE TO SPACE!, 000KC i o ! I KIT HEN 111111II I 11'-2• Il'-2• I B•-0• la._9. 9•_6' ,4._5. 22•_4• 75-0" DATE 06 February 2012 SCALE: 1/4'=1•-0' ORANN BY: Tom Maloney CHEO=BY:Brenda Meara Existin Second Floor Plan S `""E 3 t/4' t-0• Floor Plan Renovations SKEET NUMBER: A.O1 A. 04 J i I Bothwell � Residence Cotuit, Ma. Floor Plans Interior Renovation GENERAL NOTES: 18'-0• 17'-0• 18'-0• Yt'-8• NEW REPTILE Ex671NG DON WIM ATRUN 0a0R 0 FHE WINO ROOM i I�� TRANSCA.ADD 4 EW WNED oasrWHYTHACHED roaL W EKTEr w i 4 NEW ENGLANDlSFEST/LES DESIGN 0 vARQ5.TAPER u�NlWmou I I e 26 Barnstable Road i < TO ROOF IflE. FACE OF ' --- —-- . - — _--- -- H a. g, .: Hyannis,i5 M 02601 _ FOR Sig PS TO LATCH I SmE s'-4' h: 508-775-7756 WHEEL EKISIING 4 NO w s-0- 'iO. fax: 508-775-7758 BEDROOM N ` .NEW NO WaRx IN o I AL NEW was OS T A TERTE ROOM®I bm@nelinteriors.com THS AREA CJ, I I AROUND SLUR I cell: 781-953=2849 - ENCLOSURE EOR-ND °D _ 4 - tomhingham®yahoo.com Daum MGT TO BE p - cell: 781-724-8482 RELOCATED TO ALLOWw 2-0 B 0 �W' P _ ruW PARmpN ing ' _ CONSULTANT..- 60.40HT,7. i NEW Mfi110N TO BE NEW PARMOS TO MATCH LI _ WOOD TIOOR FIELD LOCATED TO AUDW ".-0 3 NC CONSIRUCIIDN I L— i DOWN FOR LARGM MASTER --- St 3 LL L LOLL Q w I LL LLLLL SPACE OPEN TO I —1N�w i CLOSET 2 LL LLLLL LLLtLLLLLbLLLLLLL BATHC ' LL L1 L1LC � — THe AREA � LLLL L 4 BELOW I ___,' it _ P '- suaTan swutE i 9 TINi Ex68NG i EWnNG ACCESS u ECU-w -J I OPEN TO RUE ToroN"10W RA BOOKCASEFOR NEW PAR i KITOHEN SPAC I i REVISIONS: — -.. POP-RIP DORMER,INSET FOR SOTK AREA,TRANSOM WWOW ABM MIRROR 9'-O•. 9'-0' 11'-2• Il'-2' . 75-0• ® t / DATE 06 February 2012 X S�1 CT ��►�C) SCALE: 1/4'=1'—O' Revised Second Floor Plan DRAWN By: Tom Maloney cmEaav By:Brenda Mearo h SHEET TITLE © V Floor Plan Renovations SHEET NUMBER: A.01 A. 05 Bothwell Residence Cotuit, Ma. Floor Plans Interior Renovation GENERAL NOTES: a -. - NEW ENGLAND LIFESTYLES DESIGN 26 Barnstable Road " � - [01 Hyannis.Ma.02601 ph: 508-775-7756 fox: 508-775-7758 — bm®nelinteriors.com —----- —:---—--- — cell: 781-953-2849 _ tomhinghom®yohoo.com cell: 781-724-8482 . - CONSULTANT` E1 -- — o APE SWK RENSLONS -- SlOPE SLOPE -- SIaPE SLOPE - —- --- SIaPE - son DATE 06 February 2012 SCALE: 1/4-=1'-0- ORANN ey: Tom Maloney CHEaQD Br.Brenda M-ara SHEET nnE 4 Existinq Roof Plan Floor Plan 1/4'- 1'-0' Renovations SHEET NUMBER: A.O1 A. 06 Bothwell Residence Cotuit, Ma. Floor Plans Interior Renovation GENERAL NOTES: NEW ELECTRDKC OPENNG S YLQOS TO FOUR Of THE EASIWG 9MCM b7 NEW ENGLANDtIFESTYLES DESIGN 26 Barnstable Road Hyannis,Ma 02601 ---- — ———— —-— — --- ph: 508-775-7756 fax: 508-775-7758 bm@nelinteeiors.com cell: 781-953-2849 tomhingham@yahoo.com cell: 781-724-8482 tP —---— —---- ----r-- CONSULTANT: El 9 - SLOPE sun T - El . SLOPE SLOPE FWE SIDPE ----___—_ SLOPE NEW SHm DORIER FOfl --------- --------------- NEW MISTER BECROOM ' 4 Revised Roof Plan DATE: 06 February 2012 SCAM 1/4'=1'-0' ORA"ey: Tom Maloney CHECKED By:Brenda Meara SHEET TITLE: Floor Plan Renovations SHEET NOLOTER: A.01 A. 07 • I 13'-7 , 3/ 13-7 1/4'm DAUM T 143/4 .'roc Bothwell DOUBLE HEADER �,Now ammo �P xBNc I I I I j j I I i i j Residence P111190.N wBN adSMd N SNBIaE3 xE I I i I I j j I j i I sw e xA Cotuit, Ma. roN an s/e•CIA PLVIRO .ax,o-mroc. R70 Bm Ps,Maax I I I I I j I I I I I w/vMm exaNBR Floor Plans I I I I N.STONE Interior Renovation HAPDA1WIDOW WADER DER/sB60UNp W wulma NF/dFR j j '_�� j I I• I. I ♦♦♦ um[Rmx Av0, -_p• 6_6• RON woo() I 2-0' S-6- I I♦ ` ' I I RRPINCE SURROUND a ♦C nA91N0 AS RID)ARED / MANTEL,BDOK NEW STEP UP REMsED INTO I I I j' I CENEML NOTES: I` '� I I flAInONY,MDMS FMFRINN1kTT �1 lz �' I j DUSTING maw ♦♦f T♦ i♦ MM B{Oe.PNiR ♦ 10 Ifi-fAON I I 1 6'-fi' I w/vimR soaowm j I Omi. - \�-••�-'c I A Rl aPWN05 RED TO E705f •.� 1' � — I ,$ I I JdsiS_ � NOTE: SEE STRUCTURAL I yf•a1xFLrnam �_• ----• — -- -- _ _ _ _ __ --- -__ I___ _-- - DRAWINGS FOR ADDITIONAL I DETAIL I' At r GA RIB GATT SR aaL NRIIN I urr 2 p• w/cwTVAUGN W/ro NiaN& STRUCTURAL ELEMENTS On aaR us a j 6'-e' I 6-6' ❑ I j2a ITM, C _ a7tlVc xE1LM D03T G EXI STING NG WALL I -PA"TIR j 2_o-r LIcs /ITF5 MRAT NIX dn=G I j 6'-6 _ I I� 3•_' I I I C lx,d IRWNC DIV dC. --- _�_ ;•�: - -- ---- --- I - 7. 12 6%-W I I 6•-0' I 12'-' 6'-0' I s.-0. f 5 DORMER SEC ION I I j S j SCAlE:,2•a,'-0• I I I I T J — .• I I I I I I I I I NEW ENGLAND LIFESTYLES OESI6N 26 Barnstable Road Revised Fireplace Elevation j ExistingFireplace Elevation Hyannis,Mo.02601 4 1/4-- 1'-0' ph: 508-775-7756 fax: 508-775-7758 bm®nelintedors.com cell: 781-953-2849 tomhingham@yahoo.com cell: 781-724-8482 CONSULTANT: I I I I I I I I I I I I I HARDWOOD TRIM EXTERIOR DOOR SCHEDULE I - TYPE OUANTItt LOCATION DOOR TYPE DOOR FlNISHED ANDERSON REMARKS I I OPENING H) (v+x NUMBER i I � NEW WINDOWS "E"s0N5o AA I Master Bedroom Suite Ent Pocket Door x'-10'x 6'-B- •To match ExistingHouse Design NEW STAR LIGHT AND j I BB 1. Master Bedroom Suila Bath Hin ed Panel 24 I -6 xxx •To match Existing House Desi n I I cc , Master Bedroom Suite Balton Atrium Dow 4'-0'I C-6' - FWH4168 •To match Existin House Des n I RECESSED LIGHTING I NEW CLEARSTORY WNDOWS o DD 1 Moster Bedroom Su,te Closet- Bifold Door 3-0 I6-6 •To match Existing House Design I I N FROM NEW KITCHEN NEW BUILT—IN NEW SHELF cols Total BEYOND O STORAGE AREA I ° W COUNTER NEW SCONCES a s s EXTERIOR WINDOW SCHEDULE •Anderson 400 series � ' j n?E QUANTITY LOCATION WINDOW TYPE WINDOW UNIT ANDERSON REMARKS r Y N Y j ' EXIST. FflF SIZE(WxH) NUMBER 1 NEW I �j A 1 Lifestyle Room Transom 6'-II 7 8•x 1'-O' CTR32010 N N CHASE IN WINDOWS RELOCATED ' ` ; ; B 2 Master Bathroom Awni Z-3 1 i'x 2'-3 f 4 AAN2424 NEW PANTRY THIS I 1 N 1 I DA,E 06 February2012 CLOSET AREA FOR C I Entry Stair Oval 2'-Wx T-11 15 16• OVL2030 =key block kit on oval window W/PULLOUT MEP TO i NEW BUILT-IN sc— As Noted I D I Kitchen Transom '-11 14'x 1'-3 I, A 1 • Interior Flxed Transom SHELVING NEW ; I BENCH oRAwN en Tom Moloney MASTER jT t: j CHECKED Br:Brenda Meara BATH i ; RELOCATE SHEET TITLE: VENTS AS Sections-Interior ........................... ❑❑ ❑ NEEDED Elevations- Schedules ® SHEET NUMBER: A.01 36 ILI Ilk 36 lid REVISED HALLWAY REVISED BAY WINDOW AREA A. 08 5 W'indows otal rt L SCALE:1 �r-0' 1 SCALE:1/2-V-O' Bothwell Residence Cotuit, Ma. Floor Plans Interior Renovation OMER WITH 2-AW424 AiNDERSON j r STRUCTURAL SI@TGI1E5. SEE jI j I I GENERAL NOTES: N'L9'ATFDUY DOOMS j RALP G w/GLASS V61M PAL DESIGN — — — NEW HLLCONT. — — SFE STRIICRNL —— ORAMit1G4 , M CJ / / - --_----- --_—_—_ _— —-—- -- - — ❑❑❑ ❑❑❑ DOOrvmh uamm x- WP sVIC TO . ��.. OPENING TO HAVE BEL ODOR •• • , • \ ❑❑❑I '.❑❑❑ NEW POSTS TO SUPPORT NEW BALOONT. SEE aln - ❑❑❑❑❑❑❑❑ ; SIRU:NRN.DRAWWCS -- --- ---- --_-- —_ - ----- ---- ------------------ --- NEW 0 POCKET HER BOLT-W CR L W/STORAGE BELOW NEW ENGLAND LIFESTYLES DESIGN — —_—_ — -------_— 26 Barnstable Road sed Fr nt Elevation I Hyannis,Mo.02601 4 Re,/�.vi_ j Revised Rear IGara 508-775-7758 a Elevation ph: j ; I 2 t/4•- t'-O I fox: 508-775-7758 bm®nelinteriors.com cell: 781-953-2849 tomhinghom@yohoo.com cell: 781-724-8482 CONSULTANT: I i i i I I uREHaans EIZIE MIE I -- - - ----------------- - — -- - -- _ _ ( DATE' MIE OS February 2012 I — \ \ —_ — - \ ❑❑❑❑❑❑❑❑ 'i 7,. +. SCALE.' As Noted DID 1 ❑❑❑❑❑❑❑ r� DRAMs,. Tom Maloney _ — Ill 1, aEaaD an Brenda Meare SKEET TITLE: Elevation Existin Fr nt Elevation 3 1/4•- 1._e. I I I j 1 i2 J 1 L1..1 LI'1 .1l- _ . ]l .LIT[ITT!f 9 EE NU D3ER: A.01 jI I I i— — — — — —_—_--_ _ - - - - — - Existing Rear Garage Elevation -—-—-—-—-—-— -—- _------- ------ _ -- T A. 09 ,•-0• t� Approx. Mean High Water Edge of Salt Marsh �. N ` oi Approx. Mean Low Water Q 0 �D / -k 7 1 1 f I N Property Line Extension . • 1,,: 1 ( I i l l To p of Coastal Bank ,x + I Till Ill! III► iI 4-S�' N 8T32'S0" W 1 /J// /111 111 f I111 I } I / 185t' (BY PLAN) 1 J I 1 /Ill l 111 f1 1! I I I ' Existing Pier on 4"x4" Posts, I 53.0' Existin Pier I ///1 1 � Posts to be replaced �/ 1 //// lI ll lI 1 1 1 1 1 I J Lot 53 n 8 ' Piles 1- / //11 /11I !I l( /I Il i I 1 1 / / 23,570±SF record with 8" Piles I 1 / 14.�`'' ll i I i I I II (record) +� Proposed 8" Piles (Typ.) f I Ill/ 1111 IIII IIII III I 1 J / y;• I ii� Pro o ed Q) p 11 / IIII Illl 1J11 II11 11 1 1 I I� I I - O � on n8w 12' Flat 35' 8' 1I es Existing Stairway e Existing Ramp 1 - / TBM EI=35.35 ML W n-'``A Relocated ! 1 I 1 I l l l i l l l 1111 11 // I I i ", Existing Ladder 3 �- 1 I i I I I / / �,, � .f , PK set in pavement , 9 81' f III IIII 11 /.� I 11 fill ffir' f.',. 1 Exist 8" (Piles T IIII IIII 1 j 11 11 1 I 1 Proposed 4'x8' Platform g I ( ) 2.4t1' 1 1 11 I I IIII IIII ( I I I I 11 I I ws � r- N 7 on new 8" Piles + f ! I hou'>e /� 'l 01 -1:':0 1 III III 1 1111 1111 11 i t 11 I I I �" ' fi I'll O 1 52.X 1 1 ✓;.25 �a 11 111 / I i!� `'�2 1; o Existin Ladder n 1 I I I l fill i l 1111 1111 l l 1 1 II / 4 ''� Both Sides of Wolkw y I in th Interest f ill I I t l l I11 11 111 ! I '� } IIII III! 1111 1111 1: I � ,t !� PLANS ACCOMPANYING I Public \Trust Rig is u I N I !l l fo Ilhl f 11 f1 l l I - NOTICE OF INTENT- _ + + 1 I I IIij�Ili1�1111N11111�1111111� / I I PROPOSED PIER AND FLOAT `''4p.'�` I `, III 11 I toot' (BY PLAN REPAIRS AND IMPROVEMENTS 1 + -�' 1 I ` ' 111 fill 1111 1111{1 1 N 8732'S0" w SHEET 1 OF I I i + I j �IJI 1lll 1/ll �;1 \ ` .+ ' I } 111 I�l�l AT ,,� } i I I ;III ll 252 CLAMSHELL COVE ROAD 1.2 \ � + COTUIT, MA I \ I �ZN Of Mq FOR ss ROBERT J. BOTHWELL I a� 9C w I o EPcv�EL. sT AND SUSAN J. BOTHWELL IL BY: SITE PLAN b 9"°.3200' GiST o Q PESCE ENGINEERING SCALE.- 1" = 30'fFE�� (votes: / AND ASSOCIATES 1. Total running length of pier, ramp and float equal to 81' (63' Seaward of MHW). �^' EDWARD L. PESCE P.E. 2. Survey datum Mean Low Water (MLW) EL. = 0.0'. ENGINEERING SERVICES P.O.BOX321 SEPTIC SYSTE ,MA 3.. Base map prepared by CapeSurv, Hyannis, MA. �� 1 SITE SURVEYSM DESIGN OSTERVILL02 55 4. All wood materials to be non—CCA treated lumber except 8 ' Piles. PHONE/FAX:508-428-3730 5. Minimum depth of 8" Piles to be set 8 ft. into bottom sediments. 0 15 30 60 90 REV:APRIL ,2003 REV:APRIL 5,2003 REV:MARCH 15,2003 . DATE:FEBRUARY 13,2003 Y i 9 �-35' Proposed Repair 30' Existing Pier to Remain 4' PIER (EL=6.5') 2" x 4" HANDRAIL Existing Ramp -i 10' typ � I 8" PILE (10' D.C.) Mean High Water (2.4") I I - o 0 0 Mean'Low Water (0.0') ExiM 0 2"X6" DECK PLANKING _1 g Bottom G BOLT 2"X8" EACH 1 AL BODIA SIDE OF PILE MEAN Sea Level (MSL EL=1.2') LT o 2"X8" STRINGER Existing 8" Timber Piling ) Proposed Float Proposed 8" Timber Piling (Pressure Treated) (Pressure Treated) PROFILE OF PROPOSED PIER, RAMP, & FLOA T N TS I TYPICAL PL A TFORM/PIER SECTION NTS -� 12 8' PLANS ACCOMPANYING 1-1/4"X6" DECKING 2"X6" JOIST 1-114"X6" DECKING NOTICE OF INTENT- 16" o.c. 2"x6" Jo/sr 16" o.c. PROPOSED PIER AND FLOAT REPAIRS AND IMPROVEMENTS SHEET 2 OF 2 a��2"X8" FRAME j L.�jlEi7�2"X8" FRAME AT 1 2 MARINE 14" GALV CARRIAGE) 252 CLAMSHELL COVE ROAD 2"X6" SKID BOLT TYP 2"X6" SKID 1/2" MAR/NE PLYWOOD ( PLYWOOD COT U I T, MA 10"X20" CONTINUOUS 10"X20" CONTINUOUS FOR STYROFOAM STYROFOAM ROBERT J. BOTHWELL AND SUSAN J. BOTHWELL o��PVZH OF MRss9cti BY: TIMBER FLOAT SECTIONS PESCE ENGINEERINGEDWARDL AND ASSOCIATES NTS o CIVILE 9ro0.32001 EDWARD L. PESCE P.E. 90� �C�3T6P�O ti,Q ENGINEERING SERVICES P.O.BOX 321 _ E ��' SEPTIC SYSTEM DESIGN OSTERVILLE,MA ssi N SITE SURVEYS 02655 PHONE/FAX:508-428-3730 REV:APRIL 1ij,2003 � REV:MARCH RIL 5,2003 �• �9Cf1'{J/f\0 DATE EBRUARY003 13,2003 Iv COTUIT TOTAL AREA OF POOL & PATIO = 1 ,432 S.F. ± z LOT 54 TOTAL AREA OF BUFFER, ZONE REVEGETATION = 2,878 S.F. ± • CRAWFORD ROAD 1 W° W TOP OF 2 20878 S.F. AREA TO RECIEV i Co�ROAAD 20, o N COASTAL BANk; BUFFER ZONE PLANTINGS PROPOSED:4'WIDE X 4' DEEP DRYWELL ± o z o (W12' OF CRUSHED STONE) Locus ``� N87032'50"W l = 1 85'± 0; NOTE: POOL DISINFECTION BY OZONE INJECTION i I / ball, , 00 0)CN4 p l /p/1 N M I.' . . . .'.'.. . . ..'.'...•. . . .. . . . . . .cn O�V N "y�POPPONESSET N N co Co I Q I BAY ' III .3'. ..'•'• _ .�,. . /1 +M W I .'.' ... u3........ i. O O I rn - II Q �.� . . . . ..... _ ►� M �':::::: :....... 00 1 ,� O w . N I LOCUS MAP l� ':. :, :.'::' " E HE / N a � ` I►' :"�r ;.:.:,:.:.: PROPOSED �� w POOL :::� r N o jo.:::::.....::: GATE — 36 a "�� I o �............. I F 1 l O I W m �........ -.. ,,,,, GRAVEL Z I a o ,,;,,,,,,,,, I�I I ,.......... w I > a I ,`li' ". " : :':":":':' �:::�::::::::::::::::: DRIVE ' Q :'.".'. . .':".'.'.'.'.'.':' ::.. .........::: z ;;GARAGE ;; I I I> i I I I EXISTING PIER I ~ +1.. . ...... _ . . ....... . . & FLOAT . - - - - I [ono. .,. . I z � rROPOSED (4 ), FENC Co SHOESTRING �I ti�w� 2 J 2 "; t ' I w o I I 1 ► oo°^ ,o��, /I f. . ...�. .,. ., \ BRICK :: :;' %; 30.3.' `� Z (TIDAL)- o Q 4` oo°.� I / / ..._ .. . PATIO BAY I 1.:::: : ::::':�. 11 , I o . .: . . . . 1 r , II , : :�:'....': ':. . . .'.;\ GRASS Q :'J':':'. '. :'.'..'.'.'.':'• AREA / Lu ,. � , �C1Es o I III ( I \ p LOT 53 N ► --� w 1) BASE PLAN BY MACDOUGALL SURVEY I I I I 2) ELEVATION DATUM (MLW) EL=0.0 I I .I III '.•�-''�..... . . . :'.'.'.'� O �. .N.... .. .. .. ., I 1 N. .M 4 6 1 M .'�....'.•.•.'.`.'.'.'.• '• •. O LAN REF: 223/39 U' I INLl I i: =ED REF: 14742/54 �2 Jr' ,w 0N(NG: "RFn S 8 7'3 2'5 0"E SSESSORS MAP: 005 PARCEL 004 TOP OF , ESOURCE PROT. OVERLAY DIST. COASTAL BANK 50 COASTAL BANK .BUFFER. 200 LOT 5.2 . GRAPHIC SCALE 20 0 10 20 40 so is P�(t� :OF . PROPOSED POOL PLAY r -ED:WARD L. LOCATED AT .�PESCE C7. •'.N' A. 252 C �..c LAMSHELL�: �O'VE ROAD rIN':FEET .. CIVIL ` NO_ 32001d' l. 3e;, ,a C OTU=1 T A yt ��''(�� °:1't.. .Y ,y.. �yr`n. ..�ks.?�q :.t• eb Sri r a.,�451 RACY' ONE RDA PREPARED.;FOR: A .PLICANTS: ;' '�CisrEa�-° # f fit. r,. �'. � �-,' �``'P`LaY�NI O Cl�'H,"�M��1h•�0:��..6 0� `�C� � �'� REVISED: March 6. 2008 R.OB.ERT: 8c w SUS A7 V�I BOTH WELL epesce�comcast net Phone 5Q'8 T43 9206 3 p� cel'1 5D8 333 7:63.0 FAX 508 743.=02Y7` OCTOBER 3; 2007 SHEET 1- OF. 1 J#1103 - / ' - p,�/ESSE: T � • ? 4 • 7 � � M `�-O � •-��•-•�- C��BSE2i!•E�,V 6 '� � •� °, � a ,��-.� ��• � - ; r j a _ � f ; • G? J _ n • Cfo „ o /I mnd i m : : : �,,.�.�� -`� �_' •�•�•' � � - �� .:.� �;'/ �1�,� I� '� -- o •mil unkh r � _ _ __ _. __. ng Daniels t �dr\vl �k tip:• � �--. _ S � '�__ : _i•- r..;___. Mtn' _.-d.- �=--•�----_ 1A'� _- :. 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I ' w/Pield stone face p ----------------------- _ - ---- ------- tN 561 S.F. -- - ----- - --� -------------- - - N 105 L.F. _-- e . - ' 351-11" I ry I Igh field /fence extend stairs I • •wall, 25'-II" q_2. existinc; N 550e _ ' blue stone patio 14"blue / IIOOsf c �- blue stone treads -. I •r!!Pleld stone Face � 14: Iblue stone path wnch 5C,,ALE 1 /a 40 �I 10" i I q O • o . . 1 e;e I � pannef I blower \\ I filter prr blue stone treads with field stone face Jet pip ` $PO water f eature v water feature P pump auto fill { salt gen. N heater T -II 't dry wall f I _ � I I I I I I ------------------------- NAME: BOTHWELL RESIDENCE _ --------- ________________ ADDRESS: 252 CLAMSHELL COVE RD --- -- cITY: COTUIT MA. ZIP: -------------------- I RES.PHONE: BUS.PHONE: ! SEPTI i G SYSTEM I ------ I f �---- I CUSTOMER SIGNATURE: DATE ------------- __ VIOLA _ I ASSOCIATES I . o. 110 ROSARY LANE, UNIT A, - - -- - - HYANNIS, MA 02601 (508)771-3457 VIOLAASSOCIATES.COM DR .BY: REV.NO.: DATE: