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0099 TOWER HILL ROAD
�� ������ �� t i i i 1 • e f _?'^'^ .-ems ... ..� ......-,- t-- �.+--.�� - - - -—�..+-.r._ - � _ _ _ _ .�..r..+.r _ ..:, � + 'IHE:Tp�O Town of Barnstable ri 'A y a,►MSTABM Building Department-200 Main Street Hyannis, MA 02601 reoMA�A Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-3029 CO Issue Date: 10/30/2018 Parcel ID: 117-157 Zoning Classification: RC Location: 99 TOWER HILL ROAD, OSTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ROGERS AND MARNEY INC. Permit Type: Residential - Single Family Type of Construction: Design Occupant Load: 0 i Comments: THREE BEDROOM i 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Town of Barnstable Building Must be I<e- c�srr. arr+ _. ,. _ nd�tFirs Card. Posted_. � Post This Card SogThat�t is-Visible From the Street Approved Plans Must be Reiamed on Job a pt~�+ • • BAENSM113 '. ` •re xc do"1••!&i=-'3K:sP1T x7lis'='"xt ""- 7.1'#1" -x� dK^ «.j:= - - K y ,; l'- Permit P Until Final Inspection Has Been Made.���..+������`^• '�.axr, '' �„_' ��"����.�,,�,;�u �. • . "�` .��^ �S111. 03p. .e h...-rs�E� `•�,=.F- ...�w_.� �.a'�"'�`Y<�;c�r +fit' ,�,��fi,� •.. �► ;Where a Certificate of Occupancy is Required,such Budding hall Not 6e Occupied until a,Final Inspection.'has been made. Permit NO. B-18-3029 Applicant Name: BOYLE,ROBERTJ&DOROTHYA Approvals Current Use: Structure Date Issued: 09/24/2018 Expiration Date: 03/24/2019 Foundation: Permit Type: Building-Alteration INTERIOR Work Only- p Residential . Map/Lot: 117-157 Zoning District: RC Sheathing: 7. Location: 99 TOWER HILL ROAD,OSTERVILLE :2" .• rt" s' eY ontractor.Name ROGERS AND MARNEY INC. Framing: 1 Owner on Record: BOYLE,ROBERT J&DOROTHY A ° .r j y{x �s��4 Contracyt��or}LEGcen�e a 164688 2 ' C�.`�4`A �fc`-� ... ,'.���'- r"e..::sis f . Address: 99 TOWER HILL ROAD r;-f Est Protect Cost: $2,000.00 Chimney: OSTERVILLE, MA 02655 ° n Permit Fee: $85.00 Insulation: > V rr.z= r Description: Building permit to convert dining room into master bedrejom Fee Pao& $85.00 /0 �� cs � Final: "O• Date: . 9/24/2018 Project Review Req: NEW BEDROOM.SMOKE DETECTOR UPGRADE REQUIRED. ��„, � NEEOS FT.,eE. .J V, a*> - Plumbing/Gas Rough Plumbing: y,. Building Official -�- " Final Plumbing: • Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withiq_P_1 mmonths after issuance. c�at_ion and the approved construction documents forwhich thi All work authorized by this permit shall conform to the approved appli s permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures'shall be in compliance with the local`zonmg by laws and codes. This permit shall be displayed in a location clearly visible from access stfeet or road and shall be maintained open for,public inspection for the entire duration of Electrical the work until the completion of the same. .,ti • f;i G L ti'x iJ `-tTl, �hr Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided'on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: .: • ' �' Try 2 c- ` 1.Foundation or Footing. Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health ?�U7'�3 t+Via>( Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: t0 3C Work shall not proceed until the Inspector has approved the various stages of construction. Fire Departmen "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Postal CERTIFIED oRECEIPT Domestic Mail Only t� m _ V7 Certified Mail Fee f,-- $ Extra Services&Fees(check box,add fee as appropd O ❑Return Receipt(hardcopy) $ - O ❑Return Receipt(electronic) $ Postmark\ p ❑Certified Mail Restricted Delivery $ Here I3 ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ L-3 Postage o $ Y rq Total Postage and Fees LLI $ 7i 9 ram-- Sent To // / C3 ---- t4_ t= a �( .......... Street arSd Apt N�o.,yr P ox o. / y----- a m - ----------------- City,State,Z/P a PS Form :00 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service— Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders: Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). , or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is not available for requires the signee to be at least 21 years of ege, international mail. and provides delivery to the addressee specified ■Insurance coverage is not available for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retaip. ; of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your I endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion, of delivery(including the recipient's signature). of this label;affix it to the mailpiece,apply You can request a hardcopy retum receipt or an appropriate postage,and deposit the mailpiece. ,I electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records.- Ps Form 38OO,April 2015(Reverse)PSN 7530-02-000-9047 ' r i COMPLETE / ON DELI ■ Complete items 1,2,and 3. A. ' natu e . ■ Print your name and address on the reverse Agent so that we can return the card to you. �6 A dressee eceived by(Printed Name C. aTs o Deljvery • Attach this card to the back of the inailpiece, or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from Rem 1? M Yes f�B? If YES,enter delivery address below: y No I � I � I 3. Service Type ���❑priority Matt Expresse II I IIIIII IIII III I III I III I II I I I I II III I III III ❑Adult Signature ❑Registered Mail ult Signature Restricted Delivery ❑Registered Mail R Restricted 9�:rtitied Made Delivery 9590 9402 3630 7305 4650 57 ❑Certified Mail Restricted Delivery return Receipt for ❑Collect on.Delivery /Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery, ❑Signature Confirmation-,^ 171-I^sured Mall+• ; ❑Signature confirmation ` ' sured Mail Restricted Delivery ' Restricted Delivery' 7017�1000 0000 6757'"'3376 ger$500)a't PS Form 3811,'Juiy 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# First-Class Mail Postage&Fees Paid Permit No.G-10 9590 9402 3630 7305 4650 57 i United States •Sender:Please print your name,address,and ZIP+4®in this box* � i Postal'Service i TOWN OI BARNSTABLE BUILDING DIVISION 200 MAIN ST. HYANNIS, NIA 02601 I , Town of Barnstable Building ... .w--. -. .....-� - ' �� ; Post?his Card So~That it is.Visible*rom the Street Approved Plans Must be'Retained on lob and this Card Must be.Kept+ R�ARJMSTM" (Posted,Until Final:Inspection Has Seen Made z ; '" T{ y ti y• ` 163¢ , tir �.. - Permit 'Where a Certificate of Occu anc is Re wired,suchGBuildin shall Not be Occu ied`until a Final Ins ection has been made. lil Permit No. B-18-3029 Applicant Name: BOYLE, ROBERT J & DOROTHY A Approvals Date Issued: 09/24/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 03/24/2019 Foundation: Residential Map Lot: 117-157 Zoning District: RC Sheathing: .� ._-_-� _._ Location: 99 TOWER HILL ROAD,OSTERVILLE Contractor Name: ROGERS AND MARNEY INC. Framing: 1 Owner on Record: BOYLE,ROBERT J&DOROTHY A Contractor License: 164688 2 Address: 99 TOWER HILL ROAD Est. Project Cost: $2,000.00 Chimney: OSTERVILLE, MA 02655 t t Permit Fee: $85.00 Description: Building permit to convert dining room into master bedroom , I Insulation: Fee Paid:( ," $85.00 Final: I Project Review Req: NEW BEDROOM. SMOKE DETECTOR UPGRADE REQUIRED, Date:. ,I 9/24/2018 K Plumbing/Gas ",•_ ✓6V k Rough Plumbing: I .. ' Building Official Final Plumbing: ' Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permii shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. r Electrical f, Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire,Officials are provided on,this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT i BULLING DEPT ..... ..I.6,... � .. SEP 13 201E, A�ucasn.r ...:.. .............. ro� TOWN OF B AR .NsI a ko�.cmnro*......... .`.`.I..:......v.:........o�►�F�..... . .............' 061� Total Fee Pdd................... .....................,:...........I....... . TOWN OF D,ARNSTABLE p«*AppmW hy.. .... I ZYta. ..on... BMGDI 'G PERMIT ...................p"........... . ..................... APPLZCA'ION Section I--Owner's Information and Project.Locafion project Address 99 'Power Hill Road village Osterville- ownmNam Laura A. Zimmerman summer residence winter residence ()Mers Legal Address_ 99 (poy��,]. /* 124 Marshall street Watertown MA 024 phi erVilla State. MIS ,- Zip 02___655 _ Owners Cell#_ (617) 794 3673 r a 4 M. Section 2—Use of Structure - ❑--Comiuei idgttuctme-over3 --5;000-cubic-feet - Use Grroup ❑ Commercial Structure undar 35,000 oubic feet Q Single Two Family Dwelling Section 3—I'ypo of Permit [ El New Construction `] Move/Relocate ❑.Accessory Struct 0 ChAnge of use ❑ Demo/(one ) � � ❑ Finish Basement El Family/AmnesV ❑ Fire Ala= Rebuild ❑ Deck Apattment ❑ Spnnkler system �] Addition ❑ Retaining wall ❑ Solar ® Re'novafion ❑ pool Insulation other Specify Section 4-Work Description om _„fin 20QZ Building P,:..��p+r t4 er edro m • r.d„„ao+..i��lanmx i , I • i • i ApplioationNwnbor............ .................... .................. Section 5—Detail 2 000 cost.Of Proposed Construcfiort --� iftit� Square Footage ofpwjeot Ago of Sfractara 54 years Dig Smfe Nor NA #Of Bedrooms Existing 2 Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compllanrs Method ❑ MA Checklist❑WFC►d CheakU Deli . D � Section 6--Project SpeciiAcs i d Wiring ❑ Oil Tank Storage ( Smoke Deteoton ❑x plumbing ❑ pas • i .d Fire Suppression ffeating system ❑ Masonry Chimney ®Addhelocate bedroom Water Supply Public ❑ private Sewage Disposal �] Municipal '❑ on Site Iflatorlo District ❑ Hymnis Historic District .... .... __ ._ ..._ ....__. __._.. _ .__ _. _... -- _ .. Old Hlgharay Debris Disposal Facility; NA I am using a crane ❑ Yes No 'Section 7--Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No nx Section 8--Zoning Information Zoe ustriat RC l'xoposed Use Ring l o t:ami l y Lot Area Sq.Ft. Total Frontage—** perms of Lot Covierao #of Dwelling Units(on site) Setbacks Front Yard. Required__Proposed NA Rear Yard Ret*ed _ Proposed NA Side Yazd Required.Proposed---NA____ Has ihls Pmporty had relief from the Zoning Board in the past? ❑ Yes El No �`* Existing dwelling not: changed on foot print; Section 12—Department.Sign-Offs Health Depaitmant• ❑ Zoning Board(:Lf regatre tj Mtorio Distriet ❑ Sife Flan RMew-(if required) Piro Department CI Conservation For eon merclal work;please tdke your plans dtreedyto thefire departrnesit for rrpprnvaX .9ection.13--Owner's Authorization 'Laura A. Zlmmerinan as Owner of the-subject property hereby author Z9 Rogers&Marney Builders to act On my bet lf;in all matters relative to Nvork authorized by this building permit applieation for: 199 Tower xi311. RQaA refit-ei-..i i le ran 02GrS (Add ess or,job) t Auqust 1 ,,. 201:8 Signature o£.Owner date Laura A. Zimin'erman Mut Name i I r Application Number........................................... Section 9—.Constractiort Sapervi-sor Name Telepho Number Address 44K a, Y . stf►ta�,�,. ?�P d2 ._ LicenseNumbe -S-1 o 018q UcensaType _Expindon.Date 1 Contractors Email R gBSeA,:Mb ►)Q&� Cell# * S319. 424 S tom I mWwtmod my mTonsBsllf under the mlea oud regulations ibr Ucep nstrnction S In eccordm�ca with 780 CMR tho MessaclmseU3 Stato Building Code. I understand the constraeblon fnapmfiem pronadhres,qw fic inspections and docume ntation mgaued 80 and ft f Bamslable,Att=h a copy of your license. Si Data 3 A I �Sectton•10—Howe Improvement Contractor Name Tee onoNMber �i g•• 42% .il k Address 4 Citty 1 state !�(A Zap d2�Y Registration Number Ste$ Expffidion Data (O I2 q���19 I uadentand my responsiblMes under the rates and cugulatioas for Same R ,,l r ument Conhactors in ac curdance wish 780 CUR the Mossachusetfs Stato Budding Code. T modeistmd tho conshvcidan bnpecfl(m procedmr ,specl8a inspections and docirmgdationrequir. OCtigZaniitli �vu'ofBaiudtable.AffacliacopyofyowIUC... '—Signature Date e ' n 1-1—Home Owners License Exemption Homo Owners?tame: TelephonoNumbex Cell or Work Number 1 unden and my rsspansiblUes under the mles and regulations for Womsed Constmcdon Saparv4sor in eeeotdmw with 780 Cf R the Mwsachuseffs St da Building Coda. I madec land tho combuedoa Inspection pmcduroa,aped&inspections and dQ==nW0Arequirtd by 780 CMRagd the Town of Barnstable, Sipatm- Date APPLICANT SIGNATURE PrintNamo. Laura A. Zimmerman TeltphpneNumbgr _kZ Y E-mail uemirt to: ���pL,, -274•°)01`k. 0443 �JS 9,06 ESAmtp Mn►i?ns &o1�5,Cat4 i � � � q ' LN N . o r- 0 ro Donald R. Desmarais, R.S. Health Inspector S&RNSTARLE.a 'town of Barnstable Department of Regulatory services Public Health Division V Office Hours 2oo Main street,Hyannis,MA 02601 8:00-9:30 Daily Tel: 508-862-4W 3:30-4:30 Daily Fax:508-790-6304 y� Email-donald.desmarais@town.bamstable.ma.us Cv . Oq ACC)o® CERTIFICATE OF LIABILITY INSURANCE F DATE(MM/DDYYYY) 1� 0 / 02 218 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Teresa Van R Sw00d ROGERS & GRAY INSURANCE AGENCY INC PHONE 508)2582111 No: EMAIL tvan swood ro ens ra .com ADDRESS: 434 ROUTE 134 INSURER(S)AFFORDING COVERAGE NAIC# SOUTH DENNIS MA 02660 INSURER A: HARTFORD UNDERWRITERS INS CO 30104 INSURED INSURER B: ROGERS & MARNEY INC INSURERC: INSURER D: P O BOX 310 INSURER E: OSTERVILLE NIA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: 240064 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERIVIS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADD L SUER LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDYYYYI MMIDO YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S CLAIMS-MADE OCCUR OAMMAGE TO RENTED PREMISES IEa occurr=rce) S iMED EXP(Any one oerson) S N/A PERSONAL&ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S POLICY 0 PRO- JECT F_�LOC PRODUCTS-COPoIPtOPAGG I S OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT IEa accident S ANY AUTO BODILY INJURY(Per person) I S ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) S NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS (Per accident) S UMBRELLA LIAB OCCUR I EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE N/A AGGREGATE S DED I I RETENTIONS S WORKERS COMPENSATION v I PER OT`{- AND EMPLOYERS'LIABILITY YIN /� ST.>TUTE ER ANYPROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT S 500.000 A OFFICERIMEMBEREXCLUDED? NIA N/A NIA 6S60UB4977P25218 01/01/2018 01/01/2019 (Mandatory in NH) E.L. If yes.describe under M DISEASE-EA_ PLOYEEI s 500.000 DESCRIPTION OF OPERATIONS below E.L.DISCASE-POLICY LIMIT S 500.000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of ivlassachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at wAtw.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street AUTHORIZED REPRESENTATIVE -D-, (sL Hyannis MA 02601 Daniel M.Crowey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I The Coinnionwealth of Alassachusetts Department of Industrial Accidents 1 Con-Tess Street, Suite 100 Boston, AIA 02114-2017 ilvwm in ass.-o v/dia Workers' Compensation Insurance Affidavit: Btdlders/Contractors/Electricians/Plumbers. TO BE FILED YVITH THE PERN[ITT[NG AUTHORITY. Applicant Information Please Print Lecibly Name (BusinzssiOrganizatiori/Individual): Rogers& Marney, Inc. Address:445 Osterville West Barnstable Road City:/Stat�'Zip: Ostenyille, NIA 02655 Phone 508-428-6106 Are you an emplo%er7 Check the appropriate box: Type of project(required): L® 1 am a employer with employees 1 Full and or part-timer.* 7. ❑ New COnStrUCt!on ❑I am a sole proprietor or partnership and have no employees working for me in S. Remodeling any capacity.[No worked comp.insurance r quired] 9. ❑Demolition 3.a I am a homeownerdoim,ail wort:myself.[vo workers•comp. insurance required.)' q.❑I am a homeowner and will be hitim_contractorscontractors to conduct all wort on my propetrv. 1 will10 Building addition , ensure that all contractors tidier have worker•compensation insurance or are sole l 1.0 Electrical repairs or additions proprietors with no employes. 12.❑Plumbing repairs or additions 5.7711 am a general conu-accor and I have hired the sub-contractors listed on the attached sheet. These sub-contactor have employes and have workers'comp.insurance. 13.❑Root repairs 6.❑we ace a corporation and its officers have exercised their right of exemption per.10GL C. l '❑Other li 4r.and we have no employees.[No workers•comp_insurance required.] .'any applicant chat checks box-1 must also till out the section below show•im their workers'compensation policy information. Flomeow r ers who submit this affidavit indicating they are doing all wor!c and then hire outside contractor must submit a new affidavit indicating arch. -Contractor that check this box must attached an additional sheet slowing the name of the sub-contractor and state whether or not[hose entities have employees. I f the sub-contractors have employees,they must provide dieir wor;;ers'comp.policy number. 1 ant nu entployer tlutt is provitling workers'eotnpetts(ttioa ittsur•atice for my eiuployees. Below is the policy and job site information. Insurance Company Name:Hartford Undervvriters Insurance Company Policy_or Self-ins. Lie. 6560UB4977P2521$ Expiration Date:01/01/1 — Job Site Address:_ '9 TOE 4R— 4i City State;Zip:CPLA Attach a cop;;of the workers' compensation poQcy declaration page(showin;the policy number and expiration date). Failure to secure coverage as required under MGL c. 152. ;_5A is a criminal violation punishable by a tine up to S11500.00 and:•or one-year imprisonment. as Well as civil penalties in the form of a STOP WORK ORDER and a tine of up to S-250.00 a day again;( the violator. A copy or this sta[ement [i,a,/ be Forwarded to[he Office of lnvestrgat!otls of the DLL for insurance coverage verification. /do hereby certify undo- to�ainslllldpe s of petjtny that the information provided above is true(tilt correct. Si Date: �J Phone 508-428-6106 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): 1. Board of Health 2. Buildin;Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home ImprovemerityGontractor Registration _rn Type: Corporation ROGERS AND MARNEY,INC. Registration: 164688 Expiration: 10/29/2019 P.O. BOX 310 OSTERVILLE, MA 02655 Update Address and Return Card, SCA 1 <:• 20NI-05/17 Office of Consumer Affairs&/Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corooraticn before the expiration date. If found return to: Registration , Expiration Office of Consumer Affairs and Business Regulation 164688 :. :_:10/29/2019 10 Park Plaza-Suite 5170 ROGERS AND LIARNEY,INC..'_= Boston,MA 02116 GARY SOUZ4 - 445 WEST BARNSTABLE RD. OSTERVILLE,MA 02655 Undersecretary Not Vail Wig signature -- Y 1 Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards d Constr;odt*1!tU pprvisor ti CS-102999 a E�cpires: 08/16/2020 P a GARY J SOUZA P.O.BOX 316"�. OSTERVILLE MA�,026,5ti-� O ll'fJl. QZ�`� t V P Commissioner \Oxpi re5 81iL& ao a z TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map J / 7 Parcel /s ' - Permit# aooCo q 7.16 Health Division Date Issued Conservation Division Application Feed Tax Collector Permit Fee�. Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Village `T �� Owner �� �� � � r^� *'� i�^�. Address �i a ti.-���, �-O�� Telephone (-A 1 "C (e (:5� , Permit Request FA:k", rN r Square feet: 1st floor: existing 1%� � proposed g2nd floor: existing "I'— proposed Total new3� Zoning District Flood Plain 11Z)V_rx Groundwater Overlay Project Valuation aao dock Construction Type Lot Size — Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ` Two Family ❑ Multi-Family(#units) Age of Existing Structure I'7 3�S Historic House: ❑Yes XNo On Old King's Highway: ❑Yes No Basement Type: ❑Full Crawl ❑Walkout ❑Other ` Basement Finished Area(sq.ft.) ""e "— Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing CS new Number of Bedrooms: existing news Total Room Count(not including baths): existing �✓' new_ First Floor Room Count cn M e4Z) Heat Type and Fuel:' Gas ❑Oil Electric ❑Other Cen ral Air:XYes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes X10 Detached garage:0 existing ❑new size Pool:❑existing iew size Barn:❑existing ❑new size Attached garage xisting ❑new size Shed:El existing El new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes tXNo If yes, site plan review# Current Use Proposed Use ��f�UI D FORMATION Name C C_�>r,3Telephone Number Address i S iA \JJ)C�, License# C43 Home Improvement Contractor# r Worker's Compensation ALL CONSTRUCTIO DE IS RESULTIN FR TH S PROJ CT WILL BE TAKEN TO C .1I' SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED • + - ' MAP/PARCEL NO. - - ADDRESS VILLAGE , OWNER DATE OF INSPECTION: FOUNDATION ( 7 L) oar . 41 ' _ • rw T FRAME QDJ -n 1017 INSULATION FIREPLACE ' , a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ; } GAS: ROUGH FINAL FINAL BUILDING * , DATE CLOSED OUT ASSOCIATION PLAN NO. r .. r . J i • r I� • 7'xhtc d31-,Ih(eaai�aue� PrzxarfgiiYa F'x�luga far'Oaa s.std`�trwk'untty H.uldeafis(HAtidltt&r F.i`atrd trtt�t I�aztft littcir M-15v- hfrIa�•Yal3701 to 6400 HintingDr vt J).jr.so�0OS2 30 I9 19Q.SOI3 19 10 b 15 AFUEQ.36 31 13 0 NJA 24/A Nomszl U 15% Q,46 31 I9 19 10 1 6 Nartsal y I S% 0.44 is 13 2S NIA WA iS AFtTB 0131 �0 19 I9 10 6 ' is AFtlg 13! 032 31 13 25 NIA NIA Xom:at y ISY� 0.42 3E 19 ZS NIA NIA Xamsal z 1s'r, 0.47 3E 3 10 6L 'In AFuE 19 10 IO•APU)w I. ADDRESS OF PROPERTY: 2• SQUARE FOOTAGB OF ALL EXTERIOR WALLS,, �— 3. SQUARE FOOTACIE OF ALL GLAZING; _ 4— c4. %GLAZING AREA(93 DIVIDED BY 92); 5, SELECT PACKAGE AA see chart aboYa), 4— NOV.' OTHER MORE INVOLVED METHODS OF DETER MG ENERGY MQITaEKpNTS ARE AVAILABLE, ASK US FOR THIS WORMATION, BUILDING INSPECTOR APPROVAL: YES,, H0; , q-forma-980303 a i Town of Barnstable Regulatory Services Thomas F.Geiler,Director 01 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Gvcmer Must Complete and Sign This Section If Using A Builder I, i�n�a f� i4 /Ccy�Qr�" ✓ - /C,as Owner of the subject property hereby authorize s C.r�P W x a r- C'_r7 r-3 C°C • to act on my behalf in all matEers relative to work authorized by this building permit application for: 29 mef (Address o ob) S a e o Owner Date A Print Name R0 6 7- 7- �G yl e- Q:F0R a:0VR,&WERMISSION � ,` ✓fie �anrmwazuiea/ll. o�;.il�i.i�a��u9eY,la \ Board of Building Regulntions and Standards Licc,sc or registration valid for Individul use only : HOME IMPROVEMENT CONTRACTOR befoi a the expiration date. If found return to: Registration: 148154 Rom I of BuildingRegulations and Standards Expiration:.9/9/2007 Oue lshburton Place Rm 1301 Bost n 0210,1 Type: DBA �/. CAPE WIDE CONSTRUCTION DAVID LLEWELYN 11 STANDISH WAY �� , WESTYARMOUTH, MA 02673 Administrator Not valid without leg at re l' Commonwealth of MA p _ r i Div.of Professional Licensurei ✓/+� (ooan�rr�tu�eal(� o�✓l�iiaacu✓u�ee/td BOARD OF BUILDING REGULATIONS + liienseo License: CONSTRUCTION SUPERVISOR ' 660 Number: CS 090468 Birthdate: 03/29/19,46 Ezpirks 03/2972008 Tr.no: 90468 lalt9°203'S. I r• y RestHcted: '00 DAVID L GLEWELYN y�.. s DAVID L LLEWELYN 16STANISbWAY 15 STANDISH WAY -IgWYAR, OUTH,YtiIA.02673 W YARMOUTH, MA 02673 Licensed Real Estate Salesperson 1 Commissioner ; /TME ry- '1V Ty AA Vi iJ K11i1J%rM N-V . Regulatory Services aruvsrae . ' ' Thomas F.Geiler,Director 9� 16g9 .�•� Building Division , Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wwW towA.barnstable.ma.us fice: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW .SUPPLEMENT TO PERMIT APPLICATION MGL c, 142Arequires'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.of to structures which'are adjacent to \ such residence or building be done by registered contractors,with certain exceptions,along with other requirements- e of Work: h� L Typ Estimated Cost, os Address of Work: r . owner's Name: /� Date of Application: _43 7-0 I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Dob 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 IMTROVEMENT WORK DO NOT HAVE ACCESS TO ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIG D ER PENAL S OF PERJURY I here apply fo ermit as gen owner: 1 Dat Con ctor Signature Registration No. OR Date Owner's Signature Q;yip1i1e5.far=:homeafndav Rev 060606 Department ofIndnstriaiAccidents ' Office.of Investigations' ' . 600 W.ashington Street Boston,MA 02111' www mas&gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ApipUcant Information Please Print Legibly tZ.PhD �'—ll.®'� r-> ri=>A. Name (Business/organization/Individual): _G?�14� 1 �,ca,�9 '� )2 of Address: City/State/Zip: 2 ce r7 _ hone#:_ 5� 'S Are you an employer? Check the-appropria e b Type of project(required): 1.❑ 1 am a-employer with 4. I am a general contractor and I employees (fii1T and/or part-time).*' have<hired the sub-contractors 6 ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ emolition working for me in any capacity. workers' comp. insurance, g Bul7ding addition [No workers' comp. insurance 5• ❑ We are a corporation and its • required.] officers have exercised their 10.❑ Electrical repairs or.additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1Y.❑ Plumbing repairs or additions myself-[No workers' comp. c. 152,§1(4),and we have no 12,[] Roof repairs insurance required.]t employees. [No workers'' COMP.insurance required] 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such tContractors that check this box must attached an additional sheet showing the name of the subcontractors and their workers'comp,policy information I am an employer that is providing workers'compensation insurance for my employees.'Below is the policy and job site information. Insurance.Company Name: Policy#or Self-ins.Lia#: Expiration Date:_ i Job Site Address: --�4— tz-,,f�:k_City/State/Zip: Attach a copy of the workers'compensation policy declaratfon 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 penailties 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 d gainst the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of a DIA or insurance coverage verification. I do hereby rti Vefiainsy,d e a perjury th the information provided above is true and correct Si afore. Date:• �Q Phone#: `Z Official use only. Do not write in this area,to be completed by city,or town official City or Town: Permit/License# Issuing Authority(circle.one): 1.Board of Health 2..Building Department 3.City/Town Clerk 4..Electrical 6. Other Inspector 5.Plumbing Inspector Contact Person: Phone#• °F"Er,, Town of Barnstable Regulatory Services 98AMSrA I'E'g Thomas F. Geiler,Director Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 PLAN REVIEW Owner: 0 Map/Parcel: 117 /J 7 Project Address 99 Towe,— 9:, 11 Rd Builder:_ The following items were noted on reviewing: r ����t� la'ti o� hezel'Q� der (nc� .6aSev�,e,-X N Iav�S `rCe w�� '-.r10 u. �44011 QlcLns heAs Reviewed by: SPOKE UvIOAVz 1) 9*07 Date: ����� .. (;✓�..�� `P(Lc�� .i=�+`� Q:Forms:Plnrvw W v J 75 \-A v ' HE rower Donald R. Desmarais, R.S. C a Health Inspector BARNsrABLE.w` Town of Barnstable MAss. Department of Regulatory Services p�f0 MPy a Public Health Division lL✓�—� Office Hours 200 Main Street,Hyannis,MA 02601 8:00-9:30 Daily .Tel:•508-862-4644 � 3:30-430 Daily Fax:506-790-6304 Cf Email:donaid.desmarais@town.barnstable.ma.us O Anderson, Robin From: Grossman, Michael <mgrossman@commfiredistrict.com> Sent: Friday, June 22, 2018 2:42 PM To: Anderson, Robin Cc: McKean, Thomas; Florence, Brian; Winn, Michael; MacNeely, Martin Subject: 99 Tower Hill Road Osterville Hi Robin, I went to'99 Tower Hill Road in Osterville today for a resale inspection. The house was legally upgraded to the 6th edition of the building code in 2006 when a master bedroom was added. We did the fire alarm inspection in 2007. The plans at the time show 2 bedrooms and according to Lindsay there was a notation that the house was limited to 2 bedrooms because of septic capacity. At todays inspection, I found a yd bedroom in use that does not have appropriate smoke protection. This room was identified as a dining room in 2006. 1 called the agent, Kathy Deerman from Robert Paul to inform her of the issue. She told me she had gone to speak with someone from Board of Health and was told that the septic had been upgraded and they could now have 3 bedrooms. I explained to her that they still have to go through the building department to legally add a bedroom and that it involves upgrading the smokes. She became upset and said she will be having lawyers make phone calls to resolve this. Let me know if you need any additional information.* Mike Michael G. Grossman, Fire Prevention Officer Centerville-Osterville-Marstons Mills K Dept. of Fire-Rescue&Emergency Services (508) 790-2375 ext. 1/Fax: (508) 790-2385 ep{ pxq}} i 1 4/18/2018 p 99 Tower Hill Rd,Osterville,MA 02655 i MLS W21802189 Zillow 99 T°®we r Hill Rd® Osterville., MA 02655 3 beds 3 baths 2,132 sgft FOR SALE $949,000 View Zestimate EST. MORTGAGE $3,816/mo Get pre-qualified Osterville Village Charm. Beautifully renovated, 2008 expanded Cape-Ranch made for Summer fun with your family and friends. The Great Room has a spacious dining and seating area with a wall of windows overlooking the private yard, large-mahogany deck, and heated saltwater pool.. TThe aban-a-includ.s fui:bath-7 artist's st.`f o, outdoo.r sh.o_wer an_-a_r_o.o.mfr qi,l your pOOI yt. Delight in the Chef's kitchen with cherry cabinetry, 5 seat granite counter, Viking appliances and a bank of pantry cabinets. A separate Living. room has a gas fireplace and mullioned windows to welcome the morning light. Master suite with luxurious marble bath. Added features include maple floors, stunning perennial gardens, alarm, and A/C. Just a short stroll to village shops, restaurants, and sandy ocean beaches. Less Facts and Features Type Year Built Single Family 1964 Heating Cooling No Data No Data Parking Lot 5 spaces 0.35 acres Days on Zillow Price/sgft 8 Days $445 https://www.zillow.com/homes/99-Tower-Hill-Rd,-Osterville,-MA-02655_rb/ 1/4 a, a � I ��'e� 1� SS 10&/'yL �• Town of Barnstable *Permit# 7 41 F.Vb a 6 months from lssz&date ,,, , : Regulatory Services Fee Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 _ office: 508-862-4038 X®PRESS p . ,. ?ax: 508-790-6230 S E P EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY 2004 Not Valid without led X-Press Imprint OWN OF BARNS-F /parcel Number i t -7 l 7 ZZ rerty Address C c) ��a L• t2.:L Iesidential Value of Work YS'O O Minimum fee of-$25.00 for work under$6000.00 ier's Name&Address O 6 ii,-7 VOA ©'rl t S fie tractor's Name L Cn v u i r Telephone Number .2 q m2 1.2 Za ne Improvement Contractor License#(if applicable)_ istruction Supervisor's License#(if applicable) D 31 7 Vorkman's Compensation Insurance Check e: a sole proprietor ❑ I an the Homeowner ❑ I have Worker's Compensation Insurance A trance Company Name C oTTA D A rkman's Comp.Policy# 9 J �y of Insurance Compliance Certificate must be on file. mit Request(check box) i O ke-roof(stripping old shingles) All construction debris will be taken to ^ c' L-,'G ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this perrnit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. natuie L 4- - I 11trg + st063004 ✓die �ouue Board of Building------------- and Standards HOME IMPROVEMENT CONTRACTOR i Re910ra00: 120689 Ezpiiationc;'1'130I2006 Type -DBA J.L.Cp2EAULT JAMES CAZEAU4, /J 193 CLAMSHELL COVE COTWIT,MA 02635 Administrator I ° ° i; °F,NErp� Town of Barnstable ~ Regulatory Services RARMAB''E'MAM Thomas F.Geiler,Director o;�rp�e� Building Division Tom Perry, Building Commissioner 200 Main Street, Iiyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 0 b eR 1 o y ( e ,as Owner of the subject property hereby authorize e A Z rt A v �a to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) a Signature of Owner Date 1�0 �ex--r 00 , Print Name QTORM&OWNERPERMISSION i The Town of Barnstable " = Department of Health Safety and Environmental Services 39. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner TOWN OF BARNSTABLE Permit:36-S99 SOLID FUEL STOVE PERMIT Date:(�Ll2081 Fee: "' Owner: tT6y .� Phone: ��0—Sb.S,C LAAddress: l fir- i_ -' Village: Hs u I / Map/Parcel:l/ �`j 7 JDate: Z Stove A. New B. Type: Rad•Ian t 4t irc C. Manufacturer: Q-a � Lab. No. D. Model No.: Chimney A. Ne Exisfin (If existing,please note date of last cleaning) IC-A B. Flue Size "ekte C. Are other appliances attached to Flue? /r/o D. Pre-fab Type and Manufacturer Masonry Lined/Unlined Hearth A. Materials:__ C(c B. Sub Floor Construction— . Installer Name: �6 ��c 1� �- Address: t-- ele,,-a M- - Phone: d'G -ti Ci — 6 Location of Installation:GS-'e,-u( f APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Stove.doc wok f(c,i(,t "t `J Mar-30-07 O9 :44A P.01 r r �'.v: BOX2096-.oAhla�tlCti, MIA .�2�iE6;V FrfAONE 11608-648-0160 a W 3 FAX :. , �• �.. L";avaa:rsy. L✓1�s'.4 �`�`r%} l d ,� ry E,. �age�s h 7 c, Cl (L, W-tw 3 ....._,._...._............__.................._ .. ..............................................................................I...................... L,a 43it�'j�'3 t i 418 �t� 0 Lease CCA�b�'wnl C PleaseH"ky( i j Please�dtii�t':7� -.. .�f { ! I i .-'-. L,..L^fin...�.k l:� ��. i�"""r.,,t-- / � c^;�/�..�• 1�.. ,�.�,/p` ��'�^p,,.,�;..`�� � v. i' IF Y OU HAVE '1""ftiOUBLE READING i'HI 'SimE, PLEASE C UDINTAC T cc ................. ._., ......................_.: ._._.:....................._._.....__:.,�................._.__-____...•__.._.__. __.....- Mar-30-07 09: 45A P.02 PEI A ERICAN `EN GINS ERING :�- &-TESWGW R*1-448-SM f:AX:*7r3I--W1--f.).'-T-,0 .................................. .......... ......... MASS. L 1�-A V. PRC-S!DLN T 2u '20'07 E ze po r t 3 2(.,0 7 CE LAWMUC R21 NO ill Box M Si�IMN,vjch, PAA.. 0'�,56:3 JAWI Rd. Addi6uf) ditt vvrit.ex rcp.)t tv-J.ro in cider."nt which aL i'I'm AnNug and rundnS i.q.)at n.,,-40 degme aced by I" IL)r 2j'.3'g nf-0)4! Ip thc exivenfc Ai exposed kw'.T.er agg.reRwe com:xcte 1-4N W&V nox nm ujx "!)ad Ixtt fdRed uun-jrIeWly ail spatv bctwiT. .-I the 1w.g.-aggrept. IV1Ifl(!-k*tjcj,. a"homycomb"(it esnof.tIlifmv devellopme.1ir gyve fix;: gn 10"Q Oka pvwl wOMS&C A Ams not nw2n aH is kwt Q2lm"1;i6j %IVL'I,i in baubg Sol to Z not- 1, pm .......... Apr-02-07 07:47A P-02 AMERtCAN &TESMiue%, INTW. 11,11 ROG SAM PARK RO.A-D,RRAINTREG,WASS.7dIS4 'e%1`848-5184 FAX:781. 849-9'feo ,MASS.UCINSE NO.CT{.-017 CHMSTOPHERPEA-PIA.IESIDFNT LISA MONTGOME-AY-V,PRES(CIFENT Wl;-LIAM MONTGOMERY-P.E. Much.216, 2Cltl7 Rv.-pQrC.'.V(j_03 2W7-,C.,F La%vmwc,Rzdi PA ftux'2096 Sandwich, NfA 01161 Am.: Mr-.-Iack(yrejey Ile )9 TOWer]JIM Rd-Addi.6011 the %WiLct --cyortodzu the refc.rcRecd_w., incident of r-.Vcnjrd',h,)IjCyC0j)jh,WhiCl,11 11C on 3/44.407 k)examine all ad developed at the norT.11 ru"nillg Lip at a 40 degree 211,11C from le-ft-10 right for 2/3'.,.;of rhe wall jv:jgjj . Of"POSed larger aggl-CpU; of the COncrOt miN whtre mix Illairix had not filled c.c)T),.pletel),an Sp2ce.)-Jelwetm the larl;er a8gm-Sate- 'While SUCII-I '-hollCycomb"dg- Jes rtot alki-A,fm full dL Velopmervi of 61—K *080 sirc-ngth of lk given-Concrete mix,it does,npt p Van all j!,10&t. �xQ111,1_'sF,k_)Ij or Waft in question Slx;ws sufficicni LXII)Crele inW93-ity remains to allow for F4011--ce jold Truttstcr to Narms soil. PE T T P1 C 4-a n C-, NATIONAL LUMBER COMPANY ENGINEERING DEPARTMENT _ 65 MAPLE ST.,MANSFIELD,MA 026048 BeamChek v2005 licensed to:Bill WalkedNational Lumber Co. Reg#2308-64268 0701153-Cape Wide Construction 99 Tower Hill Road.,Ostervill RB01 Prepared by:AAS Date:2/02/07 Selection W 12x 35 50 ksl Wide Flange Steel Lateral Support at: Lc=5.9 ft max. Conditions Actual Size is 6-1/2 x 12-1/2 in., Min Bearing Length R1= 1.0 in. R2= 1.0 in. DL Defl 0.34 in Suggested Camber 0.51 in Data Beam Span 26.79 ft .Reaction 1 LL 4688# Reaction 2 LL 4688# Beam Beam per ft 35.0# Reaction 1 TL 7970# Reaction 2 TL 7970# Bm Wt Included 938# Maximum V 7970# Max Moment 53379 W Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/386 LL Max Defl L/360 LL Actual Defl L/656 Attributes Section in3 Shear in' TL Defl in LL Defl Actual 45.60 3.75 0.83 0.49 Critical 19.41 0.40 1.34 0.89 Status OK OK OK OK — -- h - Ratio 43% 11% 62% 55% Fb(psi) Fv(psi) E(psi x mil Values Base Value Fy 50000 50000 29.0 Base Adjusted 33000 20000 29.0 Adfustments YP Factor,Lc 0.66 • 0.40 Loads Uniform LL:350 Uniform TL: 560 =A ' Uniform Load A 0 R1 =7970 R2=7970 SPAN=26.79 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes . Actual Length =26-9-1/2" Punch Web and Bottom Flange Only w/9/16"Holes @ 24"O.C.Staggered Use a 3-1/2'x9-1/2"v-lam post for bearings BO and B1 'The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provi&d National Lurnber by the Customer, National Lumber is not responsible for checking the validity of this Information or to ascertain what further factors may be taken into consideration. It is the OF 4f,4 Customer's responsibility to satisfy themselves that the information and configuration shown is correct and �H satisfactory for the given structure and all parties involved. � LAWRE E yN C m ST TURAL (\ 30146 ENGINEERED WOOD DIVISION SSIONAL� 65 Maple St,Mansfield,MA 02048 (508)339-8020 02/02/'07 LSC-17108 Vvilserv3lwork\Work200AO701_Jan10701153\Public Submissions\Construction Documents\ELP\0701153 MA 2-2-07.pdf �04 Triple 1-3/4" x 11-1/4" VERSA-LAM®2.0 3100 SP Floor Beam11 131 BC CALCO 9.3 Design Report-US 2 spans No cantilevers 10/12 slope Friday, February 02,2007 10:57 Build 057 File Name: 0701153 Job Name: 0701153-Boyle Residence . Description:Beam @ 1 st Floor Supporting New Roof Address: 99 Tower Hill Road Specifier: Ted Cooper City, State,Zip:Osterville, MA Designer: Amilcar A.Sicaju Customer: Cape Wide Construction Company: National Lumber Code reports: ESR-1040 Misc: 65 Maple St, Mansfield, MA ! i i2 l I i i I I I l I i 4 1i t 3` I I t 11-03-00 17-00-00 BO,3-1/2" 131,7-1/4" B2,5-1/2" LL 1107 Ibs LL 8497 Ibs LL 1589 Ibs DL 994 Ibs DL 8643 Ibs DL 2128 Ibs SL 662 Ibs SL 3571 Ibs SL 1417 Ibs Total Horizontal Product Length=28-03-00 Load Summary Live Dead Snow Wind Roof Live Tau Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 28-03-00 40 14 01-04-00 2 Wall Unf. Lin. (plf) Left 00-00-00 28-03-00 0 65 n/a 3 Ceiling Joists Unf.Area(psf) Left 00-00-00 28-03-00 20 10 08-00-00 4 Roof Unf.Area(psf) Left 00-00-00 28-03-00 15 25 08-00-00 5 Load From Steel Beam Conc. Pt. (Ibs) Left 11-03-00 11-03-00 4688 3282 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pas. Moment 16493 ft-Ibs 49.8% 115% 15 2-Intemal Completeness and accuracy of input must Neg. Moment -19104 ft-Ibs 57.7% 115% 2 1 -Right be verified by anyone who would rely on End Shear -4138 Ibs 32.1% 115% 15 2-Right output as evidence of suitability for Cont. Shear 6190 Ibs 48.0% 115% 2 2-Left particular application.Output here based Total Load Defl. U355(0.561") 67.5% 15 2 on building code-accepted design properties and analysis methods. Live Load Defl. U591 (0.337") 60.9% 15 2 Installation of BOISE engineered wood Total Neg. Defl. -0.07" 14.0% 15 1 products must be in accordance with Max Defl. 0.561" 56.1% 15 2 current Installation Guide and applicable Span/Depth 17.7 n/a 2 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMER@,AJSTM, BO Beam 3-1/2"x 5-1/4" 2763 Ibs n/a 20.1% Unspecified ALLJOISTO,BC RIM BOARDI'll BCIO, 131 Wall/Plate 7-1/4"x 5-1/4" 20711 Ibs 96.3% 72.5% Southern Pine BOISE GLULAMTM SIMPLE FRAMING 62 Wall/Plate 5-1/2"x 5-1/4" 5134 Ibs 31.5% 23.7% Southern Pine SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. User Notes Bearing BO-Assumed to be an existing beam G.C. Responsible to verify that beam still works with the new laods Bearing B1 -Sill Plate Bearing B2 Sill Plate Page 1 of 2 'rre engineer's approval is for structural Engineer Lumber Products{ELPj only and is based solely on the information providad National Lumber by the Customer. National Lumber is not responsible for checking the validity I,this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and N OF�A satisfactory for the given structure and all parties involved. moo`' LAWRE E yGu+ C ST TURAL y .30146 A �DrST le: Q`��a��'Q ENGINEERED WOOD DIVISION SS/QNALEl1G 65 Maple St,Mansfield,MA 02048 (508)339-8020 02/02/07 LSC-17109 \Nntserv3\work\Work2007\0701_Jan\0701153\Public Submissions\Construction Documents\ELP\0701153 MA 2-2-07.pdf s0�$Ee Triple 1-3/4" x 11-1/4" VERSA-LAM@ 2.0 3100 SP Floor Beam11 131 BC CALC®9.3 Design Report-US 2 spans No cantilevers 10/12 slope Friday, February 02,2007 10:57 Build 057 File Name: 0701153 Job Name: 0701153-Boyle Residence Description:Beam @ 1st Floor Supporting New Roof Address: 99 Tower Hill Road Specifier: Ted Cooper City, State,Zip:Osterville, MA Designer: Amilcar A.Sicaju Customer: Cape Wide Construction Company: National Lumber Code reports: ESR-1040 Misc: 65 Maple St, Mansfield MA Connection Diagram Disclosure b' f—d—► Completeness and accuracy of input must a --�— be verified by anyone who would rely on • • . output as evidence of suitability for r particular application.Output here based c \ on building code-accepted design properties and analysis methods. ..1 • • Installation of BOISE engineered wood e , ° " products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide 12" or ask questions,please call b minimum=3" d= a minimum=2" c= (800)232-0788 before installation. e minimum=3" BC CALC®,BC FRAMERS,AJSTM, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO,BC RIM BOARDTM,BCI®,BOISE GLULAMTM,SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Nailing schedule applies to both sides of the member. PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are:16d Common Nails L.L.C. Page 2 of 2 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this it fannatior:or to ascertain what further factors maybe taken into consideration. It is the � OF bqq Customer's responsibiliiy to satisfy themselves that the information and configuration shown is correct and satisfactory for the given structure and all parties involved. LAWRE E tiN C 0 ST TURAL ti �. .30146 A /STEPE�a�t.�'Q ENGINEERED WOOD DIVISION SS/ONAL�G 65 Maple 51,Mansfield.MA 02048 (508)339-8020 02/02/07 : 17110 1lntserv3\work\Work200710701_Jan10 70 1 1 531Public Submissions\Construction Documents\ELP\0701153 MA 2-2-07.pdf MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION Two Center Plaza Boston,Massachusetts 02108-1904 (617)723-3800 Ma Only(800)392-6108,FAX(800)851-8424 714/2008 Form of Notice of Casualty Loss to Building Under Mass.Gen.Laws,Ch.139,Sec.36 BARNSTABLE BUILDING COMMISSIONER 367 MAIN STREET 367 MAIN STREET HYANNIS MA 02601 Re: Insured: ROBERT J BOYLE&DOROTHY A BOYLE Property Address: 99 TOWER HILL RD,OSTERVILLE,MA 02655 Policy Number: 0794831 Type Loss: Fire(including Fire caused by Lightning Date of Loss: 07/02/2008 Claim Number: 253261 Claim has been made involving loss,damage or destruction of the above captioned propert,which may either exceed$1000.00 or cause Massachusetts General Laws,Chapter 143,section 6 to be applicable. If any notice under Massachusetts General Laws,Chapter 139,Section 3B is appropriate,please direct it to the attention of the writer and include a reference to the captioned insured,location,policy number,date of loss and claim or file number. MPIUA Claims Division CMA00021 IdO'ISIAlE7 Z� Nd 6- 1(1(' 80U1 l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4#_Iwo - Map 7 Parcel I S7 Permit T, Health Division .% . Date Issued �[6, Conservation Division ��� - Fee- - Tax Collector Y C�5 .7)Z�/� Treasurer - Planning Dept. ' TOO (0 Date Definitive Plan Approved by Planning Board Historic-OKH C Preservation/Hyannis --� . Project Street Address —h Village Q s v k Owner ^v` Address 1 I(oyi �1 .Telephone Permit Request �T�l� �9 3� -0 i� Sko-A Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain C Groundwater Overlay Construction Ty e► �S zoo Lot Size i S H Grandfathiered: O Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family O Two Family ❑ Multi-Family(#units) c ge of Existing Structure Historic House: ❑Yes lNo On Old King's Highway: ❑ es O=No < — c Basement Type: ❑Full 0 Crawl 0 Walkout 0 Other_ I Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new— co M Number of Bedrooms: existing new 2 Total Room Count(not including baths): existing new First Floor Room Count eat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: Cl Yes ❑No Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑ No a Detached garage:❑existing 0 new size Pool:0 existing 0 new size Barn:O existing 0 new size Attached garage:0 existing ❑new size Shed:❑existing 0 new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded ClCommercial ❑Yes E/No If yes,site plan review# p Current Use �ts Us e1,(, Proposed Use BUILDER INFORMATION Name Ce -e 41t ca �,Sf /���� 04ZW c+ W, lephone Number i� 0 ozb Address S Y—S Gli License# q r r,o Home Improvement Contractor# 2 S 70 Worker's Compensation# ALL CONSTRUCTION EBRIS RESUL I F THIS PRO ECT WILL BE TAKEN TO � 7 IN- SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DAT41SSUED a MAP/PARCEL NO. ADDRESS VILLAGE t . OWNER DATE OF INSPECTION: J FOUNDATION FRAME _ { INSULATION FIREPLACE - r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL j GAS.- ROUGH FINAL FINAL BUILDING P6oL .d`►L�LI�a� Q�12 t O t DATE CLOSED OUT I ASSOCIATION PLAN NO. 6. Maximum mesh size for chain link fences shall be a 1 '/inch(32 mm)square unless the fence is provided with slats fastened at the top or the bottom which reduce the openings to not more than 1 % inches(44 mm). (see diagram below) i i .low..„.T4.,«, j CHAIN UK nNa WSW FOR►MATE nmemr.POOLS 7. Where the barrier is composed of diagonal members,such as a lattice fence,the maximum opening formed by the diagonal members shell be not more that 1%inches(44 mm). 8. Access gates shall comply with the requirements'of 780 CMR 421.10.1 items 1 through 7,and shall be equipped to accommodate a locking device. Pedestrian access gates shall open outwards away from the pool and shall be self-closing and have a self-latching device. Where the release mechanism of the self-latching device is located less than 54 inches (1372 mm)from the bottom of the gate: (a) the release mechanism shall be located on the pool side of the gate at least 3 inches(76 mm)below the top of the gate;and (b) the gate and barrier shall not have an opening greater than%inch(13 mm)within 18 inches (457 mm)of the release mechanism. 9. Where a wall of a dwelling serves as part of the barrier(fencing),one of the following shall apply: House Fence Pooll 9.1 All doors with direct access to the pool through the wall shall be equipped with an alarm which produces an audible warning when the door and its screen,if present, are opened and shall sound continuously for a minimum of 30 seconds. The alarm shall have a minimum sound pressure rating of 85 dBA at ten'feet(3048 mm)and the sound of the alarm shall be distinctive from other household sounds shall as smoke alarms,telephones and door bells. The alarm shall automatically reset under all conditions. The alarm shall be equipped with manual means,,such as touches or switches,to deactivate temporarily the alarm for a single opening from either direction. Such deactivation shall last for not more than 15 seconds. The deactivation touchpads or switches shall be located at least 54 inches(1372 mm) above the threshold of the door. 9.2. The pool shall be equipped with an approved power safety cover. 10. Where an above-ground pool structure is used as a barrier or where the barrier is mounted on top of the pool structure,and the means of access is a fixed or removable ladder or steps, the ladder or steps shall be surrounded by a barrier which meets the requirements of 780 CMR 421,10.1 items 1 through 9.(see diagram below) Pool ladder Pool ence A removable ladder shall not constitute-an acceptable alternative to enclosure requirements. • SWIlVE IING POOL FENCING REQUIREMENTS TOWN OF PLYMOUTH OFFICE OF INSPECTIONAL SERVICES 421.10.1 Outdoor private swimming pool: An outdoor private swimming pool,including an'inground,above ground, on-ground pool,hot tub or spa shall be provided with a barrier which shall comply with the following; 1. The top of the barrier(fencing)shall be at least 48 inches(1219 mm)abovd,fnished ground level measured on the side of the barrier which faces away from the swimming pool. The maximum vertical clearance between finished ground level and the barrier shall be 2 inches(51 mm) measured on the side of the barrier which faces away from the swimming pool. 2. Where the top of the pool structure is above finished ground level such as an'above-ground swimming pool, the barrier shall be at finished ground level or shall be mounted on top of the pool structure. Where the barrier is mounted on top of the pool structure,the maximum vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches(102mm). (see diagram below) 4"m auc,.,.,._ 48" min . n Above ground pool 3. Solid barriers shall not contain indentations or protrusions except for normal construction tolerances and tooled masonry joints.(as not to create a climbable surface) 4. Where the barrier is composed of horizontal and vertical members and the distance between tops of the horizontal members is less than 45 inches(1143 mm),the horizontal members shall be located on the swimming pool side of the fence. Spacing between vertical members shall not exceed 1 %inches(44 mm)in width. Decorative cutouts shall not exceed 1%inches (44 mm)in width. (see diagram below) ' 5. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45 inches(1143 mm)or more,spacing between vertical members shall not exceed four inches(102 mm). .'Decorative cutouts shall not exceed 1 % inches(44 mm)in width.(see diagram below) 1 3/4" MAX. CLEAR 4" MAX. CLEAR BETWEEN VERTICAL MEMBERS BETWEEN VERTICAL MEMBERS SWIMMING SWIMMING POOL SIDE POOL SIDE z n o h 2" MAX. 2" MAX. HORIZONTAL MEMBERS SPACED HORIZONTAL MEMBERS .SPACED 0 LESS THAN 45" 0 45" OR GREATER Flpure.421.10.10) PRIVATE SWIMMING POOL BARRIER CONSTRUCTION I i Town-of Barnstable yP °� Regulatory Services L useuaxsu�, _ Thomas F.Geiler,Director 9 RIA&S. 'a39 •e Bu1ldilncr Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 509-862-4038 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_ I-, 51) Estimated CostXd \ Address of Work: 4 w f pa Tk U I I .- owner's Name: a 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 FULLING'IMIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBT;th Pe=ut PROGRAM OR GU TY FUND UNDER MGL c.142A. UNDER PEN T1E ERJURY I hereby pply r a permit of the own i ob Da e .Contrac ame lFegistraLn No. OR Date Owner's Name Q:fonmhomeEffidav Town of Barnstable Regulatory Services 4 g Thomas F.GeUer,Director Building Division Tom Perry, Bmlftg Commissioner 200 Main Street, Hyannis,MA 02601 www town.barnstable.ma.ns Office: 508-862.403 8 Fax: 508-790-623 0 Property 0wvnner Must Complete and Sign This Section If Using A Builder I,�r-Q U /4- ;�Afkf J- gcSr�,as Owner of the subject prop" hereby authorize :�l C A e Gm, w Q c N to act on my behalf in all matters relative to work authorized by this building permit application for. (Address o ob) i r i S e o Owner Date Print Name Ro h ee 7- T 0o yte- Qxoxhs:OWNWER ssIox The Commonwealth of Massachusetts ap Department of Industrial Accidents ONCO8/1"esdpsdiis 600 Washington Street Boston,Mass. 02111 . Workers' Compensation Insurance Affidavit Applicant name ��2i`! �J,�%lJ/ �� r ice, /" L� � t�//y ,/G � !✓V � location: d J r A,w 422Y 14 11 y cii. Yw A—A-; �tl rA phone# � I am a homeowner performing all work myself. I am a sole proprietor and have no one workin_ in anv capacity I am an employer pro-,iding workers' compensation for my employees working on this job. company name- address: city: phone#• insurance co. -policy# I am a sole propriet . general contract or homeowner(circle one) and have hired the contractors listed below who have the follow in` woorrker_r polices. /!f7 • company name: address r7 Gem insurance co. �� policy# !1 Gil d� � & zF I-/ Nzw x company name: ��� address* 7 city' /� � / l /G C nhone#• �> ��3,� Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a tine up to$1,500.00 aadfor one years'imprisonment •ell as civil penalties in the form of a STOP WORK ORDER and a tine of S1 d 00.00 a day against me.. I understa. that a copy of this statement in forwarded to the Office of I vestigations of the DIA for coverage verification. /do•hereby certi u der 1he pains and pe lti o p ury J6aJ the ormation provided above is true and eorreeL Signature Print name �l a I ✓�� Phone# � TU f Lcont, nly do not..rite in this area to be completed by city or town official YARMOU111 _ permit/license# r]Building Department (JLicensing Board mmediate response is required 261 ❑Selectmen's Olfiee Health Department n: phone#:_ (508) 398t2231 ext. nOther JUN-7-2007 10:26A FROM:SCHLEGEL SCHLEGEL IN 15087710663 TO:15087900020 P.1 1 ACORD CERTIFICATE OF LIABILITY INSURANCE ^� 06/07/2007 PRODUCER THIS CERTIFICATE is ISSUED AS A MATTER OF INFORMATION SCHLEGEL INSUPAK 8 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 34 HAM ST HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. IMST. YAWlDUTIR, HK 02673 INSURERS AFFORDING COVERAGE NAIC# =UAW WSURER A.' PHENIR bMTOAL Ran Sughet Dba R H CONTRACTING OLsuRER e:A,IId MDTDAL 400 GREAT NI6ClC RD DrBURERC; D91981178R, MIL 02649 e COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VMH 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. LTR mm TYPE OQ unumum PWJLY NUMBER POUCV ZFFECTIVE POLICY emmATION LIMITSGATE! DATE EMMM A 094RULIABIM CPP0707401 10/18/2006 10/18/2007 EACHol:DLmyWCE $1,000,000 NODMMERCIALGENERALLIAIMM PREMISES IEaoeaMVI) $50,000 CLAIMS MADE S�OCCUR MED eIw Q"am Pam" •5,000 PERSONAL AADVUUURY 61,000,000 GENERALA00RE"TE s2,000,000 mVLAOGREGATEUMITAPPLIE pm PRODUCTS-COMPWAGO s2,000,000 PouCY ipm,SECT Loc AUTONOWLE UASUM aaMIT ANYAUTO s ALL OWNED AUTOS e=LY WIRY SCHEDULEOAUTOS Forpe gal s RREDAUTOS eooaruuURr s NON4WI ED AUTOS PROPERTY DAMAGE $ War-do" d"RAOE UABIITY AUTOONLY-EAACCIDENT f ANY AUTO OTHER THAN PAACC 6 AUTO ONLY. AG0 S EXC831 IMMOS A UAIRUri EACH OCCURAENCE i oTxuR CLAIMS MADE AGGREGATE $ t DEDUCTIBLE s RETENTION s s INDMMU COMPENSATION AND R .L.M ER 8 EMPLOoP UAB�mAWrm eurArE VWC6004827012006 11/02/2006 11/02/2007 EL EACH ACCIDENT $100,000 ANY PROFFICERI EMBER 'r E L DISEAeE-EA EMPWV6S $100,000 SSPEC W PRO NWObosm iB El_DIBEIL9E.pm=Lmrr IsSO0,000 OTHER oEaCIWnoH oP OPERATmHS I LOrATTONS I vaaal<S I EICLDAIMM ADDPD BY EmoanwMENT/B►ECIAL PlmwamNO THE WORMW C014P10s1SATION POLICY DOES NOT PROVIDE COVERAGE FOR RANDLL HUGBES CERTIFICATE HOLDER CANCELLATION LLEWELYN BUILDERS CORP. $NDULD ANY OF THE ABOVE OEKMIED P'OUCI D 9E CA MAW GUM TH9 EXPIRATION 11 STANDISH WAY DATE n1EREOF, THE WUq G MUREn w L EmouvOR To MAS.21 oAYB ww*TEN WEST YARI!DDUTB, MA 02673 NOTICE TO THE CERTIFICATE HOLOPR NAATED TO THE LEFT BUT FAAAME To DO so MIALL NmoSE No OBLIGATION OR UABLLTTY OR ANY WVJKER, rM AGEM OR REPRIMENTATMM. 8A8$508-790-0020 AunroRDzo IrEPItESExrA ®A ACORD CORPORATION 1888 ACORD 25(2MICS) Date: 12/4/2006 Time: 8:51 AM To: Cape wide Construction I9 y,I,nua'/yyyuzu xeu ILLS. ayc:y. reye: VVi Client#:23864 PECKDANI ACOR& CERTIFICATE OF LIABILITY INSURANCE ,tiO4/06°""Y"' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.So.Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 434 Route 134 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.0.Box 1601 South Dennis,MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: OneBeacon Insurance Co. Daniel J.Peckham INSURER B: dba D J Electric INSURER C: 87 Audrey's Lane INSURER 0: Marstons Mills,MA 02648 INSURER E: 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. SR AUDI TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR NSR DATE MMIDD DATE MMIDD/YY UMITS A GENERAL LIABILITY FBI U73280 08/03/06 08/03/07 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISS a "'cal $300 000 CLAIMS MADE a OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMP/OP AGG s2,000,000 POLICY 7 MR- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABRM AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE _ $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC STATU- OTH- FR EMPLOYERS'LIABILTTY ANY PROPRIETORIPARTNERIEXECUTNE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE•EA EMPLOYEE $ It yes,describe under SPECIAL PROVISIONS below E.L.DISEASE•POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS "PLEASE NOTE THAT THE WORKERS COMPENSATION CERTIFICATE WILL ARRIVE SHORTLY UNDER SEPARATE COVER,AS IT IS BEING ISSUED DIRECTLY BY THE INSURANCE COMPANY— FAXED TO:508-790-0020 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Cape Wide Construction DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAC IA DAYS WRITTEN 11 Standish Way NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL West Yarmouth,MA 02673 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001108)1 of 2 #25720 MLV o ACORD CORPORATION 1988 12-07-06 06:09pm From-AIG +973 331 8599 T-993 P.001/002 F-044 CeAT I�tCA I�lS,UR� :�Zrri oos PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Rogers&Gray HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 640 lyannough Rd ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Hyannis,MA 02601 COMPANIES AFFORDING INSURANCE COMPANY A GRANITE STATE INSURANCE COMPANY INSURED Daniel J Peckham 87 Audrey's Lane Marston Mills,MA 0264MOOD COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT WITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDMONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, Co LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE POLICY EXPIRATION DATE A WORKERS COMPENSATION AND EMPLOYERS'LIABILITY LIMITS HE PROPRIETOR/ ARYNERS&XECUTNE FFICERS ARE: STATUTORY LIMITS iNC A ExCL O 8741352 4/08/2006 4/08/2007 � n. [OTHER cvamse Applies to MA OpomlloftB Only. $ 100,000 CH ACCIDENT DISEASE POLICY LIMIT $ 500,00 DISWE-EACM EMPLOYEE 100 0 ESCRIPTION OF OPERATIONSNEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER CANCELLATION CAPE WIDE CONSTRUCTION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TNEREDF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 12 11 STANDISH WAY DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT WEST YARMOUTH,MA 02673 FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR RCPRESENTATIVMS• AUTHORIZED REPRESENTATIVE Ci!2� t, ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID DATE(Mnvoo/YYYY) A&ML-1 03 27 07 ' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE WK. F. Borhek Insurauce Agency HOLDER-THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 311 Plymouth Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Halifax NA 02338 Phones 781-293-6331 P'ax:781-293-2171 INSURER$AFFORDING COVERAGE NAIC0 INSURED INSURER A; Ohio Casualty Grow INSURERS; Arbella Protection Ins A & N Plumbing & Heating Inc INSURERC: 109 Rhode Island Rd. INSURER0: Lakeville, MA 02347-1370 INSURER E; COVERAGES THE POLICIES OF INSURANCE LLSYED BELOW HAVE SEEN 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, LTR TYPE OF INSURANCE POLICY NUMBER DATE IMM DAT(s Tiy LMn GENERAL UUIUTY EACH OCCURRENCE $1000000 A 8 coMMERCKGENERALUMLITY BX0 {061 52 53 42 11/24/06 11/24/07 PREMISES Eao=enw 3100,000 CLAIMS MADE FA]OCCUR MED EXP(Any arm parson) $10,000 PERSONAL BADVINJURY $1000000 GENERAL AGGREGATE $2000000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG $2 0 0 0 0 0 0 POLICY Jim 7 LOC AUTOMOBILE LIABILITY COMB)NED SINGLE LIMIT $ $ ANY AUTO 21768400000 01/ls/07 01/15/08 (Ebbcddanl) i ALL OWNED AUTOS BODILY INJURY $100000 X SCHEDULED AUTOS (Pat parson) HIRED AUTOS BODILY INJ $300000 NONAWNED AUTOS (Per eOCtlrinl) PROPERTY DAMAGE $100000 (Paracdclant) GARAGE UABIUTY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTMERTKAN EA ACC S AUTO ONLY: AGG S E(CESSNMt3RELI A LIA81UTY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ l7EOUCTIetF $ RETENTION $ $ WORKERS COMPENSATION A" YORY LIMITS ER A EMPLOYERS'LIABILITY ANY PRPRIE7rOpjp EXIECUTrVE IWO-08-5253'-42-15 01/27/07 01/27/08 E.L.EACH ACCIDENT $100000 OFFICERNEMBEREXCLUDED? ELOESEASE-FAMP AL PROVISIONS blowLOYE s 100000 pyea A�1�I/M� E.L.L DISEASE-POLICY LIMIT $500000 SPECI OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION CAPEWIO SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING tNSURER WJLL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,9UT FAILURE TO DO SO SkALL CAPS WIDE CONSTRUCTION IMPOSE NO OBLIGATION OR LIABIUTY OF ANY KIND UPON THE INSURER ITS AGENTS OR WEST YARN IDTIT MA REPRESENTATIVES, AVTHOR1=REPRESENTATIVE Ealifax House Acct to ACORD 25(2001/08) -"CORD CORPORATION 1988 T I ' vt {9 t AV . _C - r ............ i fA 19 J I I-J I y y 0 'I 3 s 1 z i IJ D-r Mgt y Ae iAl �� ra• ` ----- 4 ~� UT f j . . 6T stti BOARD OF BINLDING REGULATIONS' Licenser CONSTRUCTION'SUPERVISOR ` Numbe%;;_:CS 090468 BlrEhN �(13/39�.046 1Ezis 3(29/1008 Tr.no: 9U468 1 , _�rT�i DAVID L LLEWEEYN-t t l;=V.'1, i 15 STANDISH G- W YARMOUTH; MA 026�`3 Commissioner s..� ✓xzn t�ommoozcuea�i a�',-��tcaac`ucae(1 _ -- Board'of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration:. 148154 Expiration:,.:9/9/2007.. TYP.e: DBA CAPE WIDE CONSTRUCTION',: .DAVID LLEWELYN 11.STAND!SH WAY;. WESTYARMOUTH,MA 02673 Administrator .� 1i�ze"COorrunfr✓rar�.ol.�i� p�i(�Cal.:.a.:'.�u ' Board of Building Regulations and Stdards }"' an License or registration valid for WE _ HOME IMPROVEMENT CONTRACTOR before the expiration date. If fo Registration: 154837 Board of Building Regulations a Expiration: 4/10/2009 Tr# 254890 One Ashburton Place Rm 1301 Types=Private Corporation Boston,Ma:02108 LLEWELYN BUILDING CORP . DAVID LLEWELYN = =-- 11 STANDISH WAY':., W.YARMOUTH,MA 02673 Administrator N"with 1 Imperials 21 RADIUS RECTANGLE - 16 x 36 MANUFACTURING AND DISTRIBUTION I V 8'PLASTIC SIDE STEP OPTION (RIGHT SHOWN) T 16'x 36' 16'x 36'wl 8'PLASTIC STEP g 2R I 16'x 36'-4 CORNER wl 8'SIDE STEP FROM❑A TO: i PART NO. DESCRIPTION H 10'-9%a" 8'PLASTIC 7 6 6 05102 8'PLAIN PANEL CENTER LIGHT 36' STEP OPTION PANEL OPTION K 15'-7Yx' FROM©TO: 1 1 1 05104 8'SKIMMER PANEL L 28'-10%a" e I 8 8 B 8 I H 26'-3s 2 2 2 05108 8'RETURN PANEL 2R =� L— J 12 2R , 2R J 2R K 28'-7%" � 2 1 2 05123 4'PLAIN PANEL L 20' $� 2 05129 2'PLAIN PANEL t 2 / t 4 4 4 05161 2'RADIUS PANEL 4 '.t. 8 9 9 05188 ADJUSTABLE A-FRAME e 1 1 07418SNR 8'STEP-N-REST 35'-94" � =1 8' , 1 1 1 05202 NUT 8 BOLT PAK LIGHT 16' PANEL 05109 8'LIGHT PANEL 8 12' { q• 6' 14' K 4 �—� 2 4, FROM QD T0: € �, 2R L 2R H 28'-7s/e" J 20' 2R 2R FROM©T Cl O: 8 8 8 8 K 26'-3 e" L 12' { J 28'-10%- II A-D B-C K 10'-9%" ` L 24' T-A-FRAME BRACE ' i _ s DIVING PERMITTED ONLY FROM GALLONS- 18800 16 36' DESIGNATED DIVING AREA. PERIMETER- 100'-7^ I� --� 33"� Location of point 1.Pool is designed for use below grade and only in areas where the ground 3'-4" I on the water 3•-q^ �I water table is a minimum of below below grade. msmsvis envelope per ANSIlNSPI-5 2003 ' 2.Back fill with clean earth,free of roots and debris.Do not allow the height of 8 zoos ra"r❑A standards. back fill to exceed the height of the water in the pool by more than 6"nor the 8 �—2"MINIMUM water to exceed the back fill by more than 6". I i PREPARED BOTTOM , 3.Pour 2$00 P.S.I.concrete footing around entire perimeter,minimum 8"deep. L 4.3'wide concrete deck is to be poured at least 3"thickness and a slope of%"to 1'away from the pool. q•�—g�—4� 1 �—4'—1 6' 14' —� 12' 5.All inside pool dimensions are to be finished dimensions. 6.Finished bottom is to be 2"minimum of suitable material or undisturbed earth. SIDE BOTTOM SIDE BACK BOTTOM SLOPE SHALLOW 7.A safety line,with buoys,is to be permanently attached 1'0"to the shallow side WALL PAD WALL WALL PAD of the point of first slope change. 8.Stairs: For all stair layouts,refer to Imperial installation manual. 9.Construction Drawing: Different methods and precautions may be dictated by ALL DIMENSIONS ARE FINISH DIMENSIONS various ground conditions. This is to be determined by and is the responsibility of the contractor who is not an agent of the manufacturer of the component parts. 10.Installation is to be done in accordance with all federal,slate and local building codes,as well as N.S.P.I.suggested standards. CC o off/ I/f F bottom configuration shown conforms with current N.S.P.I.suggested minimum standards r G RUA��tR t ` for pools approved for use with manufactured diving equipment.If diving equipment is 200`I' e installed,follow the equipment manufacturefs installation,use and safety Instructions. OOOt-00�-1Ot0)• Ottet• MINA"N%w4M lt awl■MM uN Mlww �.l8�odwe�uo� ! i W�wroo�oa�t� 7 s slls�oG se��eg _ Pus a1sss1� • _ !! C ss a 0204 if REt rr vp p1r, CN �� �• � '•' � I � 3 NIA• � � a tl lip � Npa I Ism 11C ate R rgp q 09 a ax I . — Z 8 O m w M� pwO - N _ �i Par P' PIE Pie. all ix l 1 a s g o .gym is - •y logo 2• low ■ N » s I . � � � � �� O � m O Q$•I • o a �1 Id g lam. e■ i - � .:•.•- 1 ,'F � S • �•� � � � 1 �. Mq L ZONE: RC ; RPOD & WPOD MAP: 117 157 SOU TH IQ�AD A'''``` FLOOD ZONE. NON—HAZARD C Panel No. 250001 0016 D (712192) PLAN REFERENCE: BOOK 106 PAGE 37 (F2) BENCHMARK DATUM: ASSUMED POOL NOTES: 1. INSTALL 40 MIL. IMPERVIOUS LINER BETWEEN LEACHING AREA AND POOL TO PREVENT M/GRA71ON OF SEP77C INTO POOL. 2. A REGISTERED LANDSCAPE ARCHITECT SHALL BE 69 RETAINED TO PREPARE A REPLANTING PLAN WITH THE POOL INSTALLATION. PLAN77NG SHALL 68 TOWN OF BARNSTABLE REQUIREMENTS, SEC77ON 3510b. V J. A PROPERLY SIZED BACKWASH INRL7RA77ON SYSTEM e FOR THE POOL IS REQUIRED. THIS SHALL BE A MIN/MUM OF 25' FROM THE LEACHING AND RESERVE AREAS. 4. ALL ACCESS DOORS TO POOL SHALL BE ALARMED. v POOL GATES SHALL HAVE GATES WITH LOCKING ABILITY, PER TOWN REQUIREMENTS LEACHING AREA o FROM all S S>>28 j0 E AS—BUILT O 2/ FUTURE GRASS co PRpPpS f0 160,9, S �7 FENCE' o O v C� �Z o J2e• O �/\•cI 2.00 fs,, O ow �O r2p MIN QOO 8 O O 11 ` k O y� O All �`f rSTpNERF/Ap O O - 180-2 GRASS 3 00� Q0�0 O Q ar � L/NE- sHF J Op• O v H O �� 6 p• ��QO �� v �� �_��O 3/9p O `� WA TER T �� GAI b �� pRpP ,� O BOO ���� ;� ^00 e�j��� •JC;?4'd �C%� :. 4NA SEPTIC 36.58• 157 \l �u Civi. ces O TANK \� a 28.75 ,� 15,400 f sq.ft. \ No.35 Cla PROPOSED ^ FUTURE ^� o zso, N WASTE LINE iyj �OpOSFo ASS SITE PLAN 163�4 �`V W1 TH SEPTIC AS—BUILT AND PROPOSED POOL FOR ROBERT J. & DOROTHY A. BOYLE 156 99 TOWER HILL ROAD "PLAN REVISIONS" OS TER I/ILLE, • MASS. NO. DATE DESCRIPTION BY PA/PR 1 6128107 SEPTIC AS—BUILT/REV, POOL SAM Scole: L>elr Date: 6128107 Xarwick do Associates Inc. 63 County Road Box 801 DRAWN BY. csY DATE 12/r4/06 GRAPHIC. 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T.G. PLYWOOD FLOOF SUB ROOF / —EXISTING 2x4 ROOF BOYLE ROOFING BY OTHERS / TRUSS (TO BE / / BRACED & CUT) RESIDENCE 1 2" / PROPOSED 2.4 BEARING WALL 2 7/8"c7-- // 12" / PROPOSED (2) 1 3/4" x 9 1/2• LVL A&E FIRM PROPOSED SIMPSON HURRICANE / HEADER CONTINUOUS ALONG TRUSS W TULi is RNING MILL CLIPS H8 CLIPPED PORTION OF EXISTING HOUSE , oxxxxxxxxxx I PROPOSED 2.10 CEILING JOIST PROPOSED 2x10 PROPOSED (3) 1 3/4" x 7 1/4" HANGER SIMPSON U210-2 (TYP) CEILING JOIST TO CONSULTANTS,INC. LVL HEADER ABOVE DOOR I BE AFFIXED TO AND ECVC�STPR�C. G � THE HORIZONTAL eB TUPPIDT ROAD,uNrt s MEMBER OF THE PD BOX 1160.SANDAICB,YA 02669 EXISTING 2x4 remm IMm1 aaaaw-rm INro1 me-uw REMOVE EXISTING 20 WALL ROOF TRUSS. AND REPLACE WITH PROPOSED 2x4 BEARING �m LL SIMPSON H2.5 SITE ADDRESS I I HURRICANE CLIPS I n OYP) PROPOSED 2x6 IOR WALL 99 TOWER HILL ROAD EXTER 16•o.C. TYP 13'-o• OSTERVILLE,MA 02655 �0 FINISHED FLOOR SOLID BLOCKING 17'-0" 25'-0" EXISTING GRIT SUBMITTALS PROPOSED P.T. 2.4 ® 16. O.C. BEARING WALL WITH 1/2• COX PLYWOOD BOTH SIDES LOCATED IN THE EXISTING CRAWL-SPACE BELOW PROPOSED P.T. 2x4 SOLE PLATE CROSS SECTION A-A T A 02/28/07 ISSUED FOR REVIEW PROPOSED a• x 24• CONTINUOUS PROFES SCALE: 1/2" = 1'-0' S_1 FOOTING WITH (4) #5 REBAR GRAPHIC SCALE -2. 0 1' 2' 4. 1w .r • a . NOTE: ENGINEER'S CONCRETE NOTES DO NOT NOTCH OR ADD HOLES TO ANY FRAMING WITHOUT THE APPROVAL OF THE ENGINEER. UNLESS OTHERWISE SPECIFICALLY LABELED ON THE PLAN.EACH DIMENSION NOTED ON THIS PREUMINARY PLAN ET N REPRESENTS AN EXTERIOR CONCRETE SHALL HAVE A 3000 PSI MINIMUM COMPRESSIVE STRENGTH SILL SHALL BE 2x6.THEY SHALL BE ANCHORED WITH 1/2•DIAMETER BY 10"LONG ANCHOR BOLTS SPACED NOT MORE THAN 6'-0.O.C.AND AT 1'-0- DIMENSION AS ESTIMATED TO THE OUTSIDE(EXTERIOR)OF THE BUILDING. AT 28 DAYS. FROM EACH CORNER OR OPENING. PROVIDE 2"OIA.WASHERS UNDER EACH NUT. THE INTERIOR DIMENSIONS CAN VARY DUE TO CONSTRUCTION DECISIONS EXERCISE CARE WHEN FIELD APPLYING FORM RELEASE AGENTS TO THAT NEED TO BE MADE DURING CONSTRUCTION FOR REASONS DUE TO PREVENT COATING ADJACENT CONSTRUCTION JOINT SURFACES OR DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. DRAWN BY: P.T.K. UTILITY LOCATIONS OR PROPER ALIGNMENT OF INTERIOR WOOD WORK.DOOR, REINFORCING STEEL. BEARING WALLS WILL BE 2x4 AT 16.O.C.,UNLESS OTHERWISE NOTED. AND WINDOW LOCATIONS.OR STAIRWAY ALIGNMENTS ALL KEYS SHALL BE 2'x 4'(NOMINAL) UNLESS OTHERWISE NOTED. SOLE PLATES SHALL BE NAILED TO SUB-FLOOR AND JOISTS WITH 16D NAILS AT EACH JOIST. DISCLAIMER CHECKED BY: M.F.J. STRUCTURAL TIMER CONSTRUCTION JAMB STUD SHALL EXTEND IN ONE PIECE FROM HEADER TO SOLE PLATE. FOR ILLUSTRATION PURPOSES ONLY AS DOUBLE STUDS SHALL BE USED AT ALL WALL OPENINGS. SQUARE FOOTAGE.ACTUAL ROOM SIZES TIMBER CONSTRUCTION SHALL CONFORM TO ARTICLE 21. "BUILDING SHEET TITLE: AND FEATURES MAY VARY AND MAY CODE PROVISIONS FOR ONE AND TWO FAMILY OWELUNGS•OF THE HEADER SHALL BE SUPPORTED ON JAMB STUD AND BE SIZED TO SUPPORT LOAD IMPOSED. NOT BE THE SAME IN CONSTRUCTION COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE. DOCUMENTS AND/OR CONSTRUCTION TOP PLATES FOR BEARING PARTITIONS SHALL BE TWO 2x4'S OR A CONTINUOUS HEADER. PLATE MEMBERS OF PRINCIPAL PARTITIONS SHALL BE UPPED OR DRAWINGS. FRAMING SHALL HAVE A 1100 PSI ALLOWABLE BENDING STRESS. THE ANCHORED TO EXTERIOR WALL FRAMING. SPLICES IN LOWER MEMBER OF TOP PLATE SHALL OCCUR OVER STUDS. NAIL PLATES TO STUDS WITH TWO 16D CROSS SECTION MODULUS OF ELASTICITY SHALL BE A MINIMUM OF 1,400.000 PSI. NAILS 24"O.C. LAMINATED VENEER LUMBER BEAMS SHALL HAVE A MINIMUM TOP PLATES FOR NON-BEARING PARTITIONS MAY BE SINGLE AND WILL SPLICE AT STUD CENTERUNES ONLY.NAIL PLATE TO STUD WITH 16D NAILS. WHEN A-A ALLOWABLE BENDING STRESS OF 3f00 PSI AND A MINIMUM MODULUS TOP PLATE IS PARALLEL TO CEILING OR FLOOR FRAMING.INSTALL 2x4 ACROSS BLOCKING NOT MORE THAT 24'O.C. OF ELASTICITY OF 2,000,000 PSI OR APPROVED EQUAL TIMBER FOR STRUCTURAL USE SHALL HAVE A MOISTURE CONTENT OF WHEN TOP PLATES ARE CUT FOR PIPING OR DUCTWORK. REINFORCE WITH STEEL STRAPS. 15X. WHERE BEAMS AND GIRDERS OF NOMINAL 2•MEMBERS ARE SHOWN NAIL WITH TWO ROWS OF 16D NAILS SPACED NOT MORE THAT 24"O.C. TIMBER SHALL BE SO HANDLED AND COVERED AS TO PREVENT ALL BEAMS MUST SPLICE ONLY OVER SUPPORTS UNLESS SPECIFICALLY INSTRUCTED OTHERWISE BY STRUCTURAL ENGINEER. MARRING,AND MOISTURE ABSORPTION FROM SNOW OR RAIN. FLOOR AND ROOF PLYWOOD WILL BE 1/2"THICK INSTALLED WITH GRAIN OF OUTER PLIES AT RIGHT ANGLES TO JOISTS AND BE STAGGERED SO THAT END SHEET NUMBER: ALL LVL BEAMS&JOISTS SHALL BE INSTALLED WITH HANGERS PER JOINTS IN ADJACENT PANELS OCCUR OVER DIFFERENT JOISTS OR RAFTERS. - MANUFACTURER'S REQUIREMENTS. s-� PANEL EDGES SHOULD BE TONGUE-AND-GROOVE OR SUPPORTED BY 2"LUMBER BLOCKING BETWEEN JOISTS. STAGGER PANEL ENDS DIRECTLY OVER ' FRAMING AND SPACE 1/16". PLYWOOD SHALL BE NAILED WITH 8D COMMON OR 6D THREADED NAILS.' NAILS SHALL BE 6"O.C.AT SOLE PLATE AND ALL BEARING. TMC-S 7.03 T • _ GENERAL NOTES- �. WORK SUBJECT TO TOWN OF BARNSTABLE APPROVAL 1, AL 2, ALL WORK PER MASS STATE CODES, - 4 0 WORK BY LICENSED CONTR CTORS ' 3, PLUMBING AND ELECTRICAL _ .._ _....��. _._ Ulff- 10_6 DRAWINGS- SOUTH ST, TITLE H ET Ls� 1 _ V y J IMPORTANT - UPGRADE REQUIRED 3, X I S T L O O K A �} _ H STATE WILDING CODE REQUIRES THE UPGRADING OF 4, SITE PLAN � n �— ONE O DETECTORS FOR EA ENTIRE ADDED OR C ATE . ONE OR MORE SLEEPING AREAS Al'tc AUD!<J OR CREATED. G 5. SITE PLAN A A .. ....... MTE: A >SEP�TE PEWAIT M � FO?� THE _ 9 9 W INSTALLATION OF SMOKE L�ETWCTORS-THE ELECTRICAL 6. SITE PLAN B-B 3 �1T DOS SAMPY THIS REQUIREMENT. 7, 8, FOUNDATION - z-.I'oi5'7 9, FLOOR PLAN EXISTING AND ADDITION MAIN ST, 10. ROOF FRAMING z. - �`���� �.�...�...-.--�-�•-O S T E R V I L L E 11, ROOF PLAN str ,—;L UETLCTORs REVIEWED 12, .FLOOR PLAN MASTER SUITE d. z�`���� � LOCUS D•'[ L"gU" iLDiNG DEPT. DJE 13. FLOOR PLAN GREAT ROOM &. z�°�` \ HSTA C 14. FLOOR PLAN DINING ROOM 1� �-��\ �"� 4 15, REAR ELEVATION REDEPARTMENT DBOTH SIGNATURES ARE REQUIRED FOR PER 16, SIDE ELEVATION 17, SECTION 1 18, SECTION 2 _ 19. TYPICAL WALL AND INSULATION ADDITION & RENOVATION FOR MR. & MRS. ROBERT BOYLE 99 TOWER HILL ROAD, OSTERVILLE, MASS, TITLE SHEET 9/25/06 SHT #1 1 r' I 42'-0" 16'-0# I NEW BASEMENT Ma r-1=�� r�+E I ' '(_,th'..3. SST 5' x 5' OUTSIDE I '" I 2 X 12 A 00 '� o r-t G Lr�SE.'T �d 16 ❑.C, i Tcu 71 , 1 o NEW ASEMENT N � � 3' x 7' HIGH J 1 EXISTING-0' EXISTING GARAGE A LAB j EXISTING WALLS Will Ill i N Z" P' .� 2 x 12 EXISTING 16 O.C. i ?0A- I I a 49, -ram +eta g 1 f4 SV Q.Pflg-7 �A� T�o a �W C►.I L.L. , '�'GT� EXISTING CRAWL I SPACE smoo -c t----------------------------------------1 CTION ADDITION L RENOVATION FOR MR, L MRS. ROBERT B YL 0 E 99 TO HILL ROAD,.13STERVILLE, MASS. • SCALE=%#„ r' 9/25/06 SHT. # • I G1TFE �CEILDIG � FLOOR PLAN EXISTING & ADDITION #9 SCALE= 1/8 "" ""` W �� �✓ �-4'- WALK IN CLOSET T CHEAT ROOM li 1 NEW LBIDIG ROOM 'l -----i EXMTDrj GARAGE �oT vcIle „ To ,I -- ---� r------------ IIEXISTIIO LIV81G ROOM 'II ADDITION L RENOVATION FOR MR, L MRS. ROBERT BOYLE 99 TOWER HILL ROAD, OSTERVILLE, MASS, SCALE= g��r `9/25/06 SHT. # q Tg�Q="r 0 SHED DORMER 7'-0' LONG 4'-0' x 3'-0" SKYLIGHT CATHEDRAL DORMER (2 EACH) 2 2 2 2 2 2 2 2 NEW- o Oi W12 x STL. BEAM OD �- -� - O2 2 X 10 RAFTERS f I , I i i EXISTING � 2 x. 10 RAFTER 1/2 CDX PLYWOOD 1 i EXISTING STRAPPING PLASTER ROOF PLAN ADDITION & RENOVATION. FOR MR. & MRS. ROBERT BOYLE 99 TOWER HILL ROAD, OSTERVILLE, MASS. SCALE=8 ` r 7-77 79/25/06' SHT, # 10 16'-0' 8'=0' 2O 1. ANDERSON FRENCHWOOD GLIDING W/GRILLS ----------- ------------------ FWG8068 SERIES 400 (RD 8'-0' x 6'-8') 0 ----------- ------------------ 2. ANDERSON ARCH WINDOW W/RENAISSANCE GRILLS I ri AFFW602 SERIES 400 (RD 2'-10 1/4" x 5'-11 3/41) H 3. ANDERSON WOODWRIGHT DOUBLE HUNG W/ GRILLS, 1Ox i i Q o WDH2O32 ( RD 2'-2 1/8' x 3'-4 7/8') P•M're�� 4 L+�►S.S a Ww I i oe 4. ANDERSON WOODWRIGHT DOUBLE HUNG W/ GRILLS_ I I a WDH210210 ( RD 2'-2 1/8' x 3'-4 7/8')-Tmho\Pb y L+� ss = a 5. INTERIOR DOOR 2'-6' x 6'-8' II j LJ • 0 OD 3'-6' 11'-6' cu 1 r� Zo WALK IN CLOSET O I POCKET DOOR 48' HIGH 3 a Al i 0 0 i EXISTING GARAGE FLOOR PLAN MASTER SUITE ADDITION & RENOVATION FOR MR. & MRS. ROBERT BOYLE I 99 TOWER HILL ROAD, OSTERVILLE, MASS. SCALE= ' w 9/25/06 SHT. # J L i i i • 26'-6' 1. ANDERSON FRENCHWOOD GLIDING W/GRILLS OGREAT ROOM FWG8080 SERIES 400 (RD 8'-0' x 8'-0') 2. ANDERSON FRENCHWOOD GLIDING W/GRILLS CATHEDRAL i FWG8068 SERIES 400 (RD 8'-0' x 6'-8') I DORMER I ABOVE U) rA � I I Li j I �Fo. ten► d.J N co36' HIGH ___ BREAKFAST BAR ___ z VA w ' a COOK � V/O ! REF. 3' --- - ---- fd ---------------- i EXISTING LIVING ROOM FLOOR PLAN GREAT ROOM #13 SCALE 1/4 j7ADD!IT!ll03N L RENOVATION FOR MR. L MRS. ROBERT BOYLE TOWER HILL ROAD; OSTERVILLE, MASS. y SCALE=3 1? 9/25/06 SHT. # i - 1 I I ' 1. ANDERSON FRENCHWOOD GLIDING W/GRILLS —� FWG8068 SERIES 400 (RD 8'-0' x 6'-8') O2. ANDERSON ARCH WINDOW W/RENAISSANCE GRILLS N 2 ABOVE DOOR AFFW802 SERIES 400 (RD 2'-1/8' x 7'-11 5/8') O 3. ANDERSON WOODWRIGHT DOUBLE HUNG W/ GRILLS i co WDH210310 ( RO 3'-1/8' x 4'-4 1/8') 4. ANDERSON WOODWRIGHT DOUBLE HUNG V/ GRILLS i c WDH2O210 C RO 2'-2 1/8' x 3'-7/8') �M � 5. INTERIOR DOOR 2'-6' x 6'-8' ODINING ROOM 6. (2) BIF13LD DOORS 2'-6' x 6"8' 7. BIFOLD DOORS-9,'=b'Go C I N L/C zo w �+ N 6 O48'HIG O D Tlxi EXISTING BEDROOM IN z z re X NEW DINING ROOM PLAN #14 X W LJ ADDITION L RENOVATION FOR MR. L MRS, ROB ERT BOYLE 99 TOWER HILL ROAD, OSTERVILLE, MASS, SCALE—3�= I ' '9/25/06 SHT. # f ' r hardwired smoke O first floor plan 99 Tower Hill detectors p Osterville M . A . 02 655 Bedroom 1019 SMOKE DETECTORS REVIEWED 1Tx12• 16'x14' 9i1�i Deck _ �1 D!N DEPT. DATE 259x8l g-a FI DEPAR T t;tENT DATE O BOTH SIGNATURES ARE REQUIRED FOR PERMITTING WIC ' Great Cot combo 12'x6' 0 Bedroom Room -D2dg.DeVL o2 24•x29' go lo' 2' ,._... - Kitchen • Garage 0 16'xig' 00 BUILI7I�ir Coo combo o co .+j Q I:p SEP 13 2018 Living ' TOWN OF BAnNSTAU Bedroom 13fX13f Room 3'X5' Foyer 19'x13' . 6'x6' J�r It ICI i f oundat i on1 1 an : . 99 Tower H �.ill hardwired smoke detector O S t e r V Z 1 l e MA ' O 02 655 i unfinished basement Coj combo 0 hot water tank air handler t c i SEP 13 2013 crawl space row OF��da'1��,� q)5/6-7 ZONE. RC , RP OD & WPOD MAP: 117 157 SOU TH FL OOD ZONE: NON-HAZARD C t Panel, No. 250001 0016 D (712192) , PLAN REFERENCE.- BOOK 106 PA GE 37 (F2) BENCHMARK DATUM: ASSUMED 69 68 v O _ Q _ .s w�B 1p 15700 O N O ,� •96 V 6, 1 0 O ro 3 ry J - 15,400 f s .ft. � a . 180-2 o 9- � ,o -: o 0 Q ti .01 4r ry O N�3 ti � 10 �Y �o O co �6 PLOT PLAN 3.S 4 �l SHOWING NEW FOUNDATION N FOR O ROBERT J. & DOROTHY A. BOY LE 156 99 TOWER HILL ROAD T RVILLE OS E , MASS. PLAN' REVISIONS N0. DATE 'DESCRIPTION BY PA/PR „ , • _ Scale: 1 -20 Date. 315 07 TYarw2ck Associates Inc. OF H Af I q • P�- SS i y�`L qC o� GARY yG 63 Count Road Box 80> S. y o • BRIE...,... DRA1W Y. GSL DA7Lr 12 14 LA v, e / /� IC SCALE North Fdlmoutl� Mass 0,2556 _ .� No.40039 0 � GRAPH 90� q �a BlSTER 20 0 /0 70 10 s 508 563 — 77�'7 SHEET 1 0�- Z N 0 .CHECKED BY. AL LAN Fp.. �La d %�n P 4 w Projects 200 �BOYLE�dwg�BOYLECPP.d g IN FM ,s 1 inch 20 fL ZONE. RC . .,- , RP OD & WP OD , m MAP: 117 157 SOCK' TH ROAD FLOOD ZONE: NON-HAZARD C Panel No. 250001 0016 D (712192) PLAN REFERENCE: BOOK 106 PA GE 3T F2. OK BENCHMARK DATUM: ASSUMED I 1 NOTES: 4 1. 7NE EX/SI77NG HOUSE /S 2—BEDROOMS AND IS LOCATED IN A DEP-ZONE`11, THEREFORE, ANY INCREASE IN BEDROOMS WILLREQUIRE BOARD OF HEAL 7H APPROVAL AND MAY 1 I REQUIRE AN AL TERNA 71 VE SYSTEM FOR NITROGEN REMOVAL. 69 2. SEP77C SYSTEM DESIGNED FOR THREE 3 BEDROOMS ANY AD01710NS / RENOVA71ONS SHALL NOT INCREASE 68 THE_NUMBER OF BEDROOMS WITHOUT BOARD OF HEALTH APPROVAL. J. FINAL GRADING SHALL MATCH EXIS77NG COND177ONS AREA NG I L AC HALL BE SLOPED AT 2.°!;: TO PREVENT LEACHING A E S u PONDING OVER:LEACHING AREA. V ARROWS INDI CA 7E DIRECT70N OF LOT GRADING 4. EXIS77NG SEP77C TO BE PUMPED, REMOVED AND DISPOSED J F ANT T AR F`H A REQUIREMENTS. 0 0 PURSU 0 BO D 0 E L TH 5. OUTSIDE SHOWER TO BE PLUMBED TO THE SEP77C SYSTEM. o 2. ?8 6. 'ROOF DRAINS TO BE CONNECTED, TO ADE UA TEL Y SIZED l - o �O 4 E- _ HOLL Y DRY WELLS. SHOWN AS (DESIGNED:BY OTHERS . ill � < � � Q. 7RE 93g G I 'E. TO.BE S O ►� ti ( F, 7. IT IS RECOMMENDED THAT '7NE .INSTALLER PERFORM A , O 160RELOCA TFD .g W Sl1L�°INSPEGT70N PRIOR TO CONS7RUC710N I AS 7NERE 6 � v IS RELOCA 71QN OF HOUSE PLUMBING REQUIRED. o i 3 ?. HOLLY � O 8. EXlS71NG PAWED DRIVEWAY AND 'WALK SHALL BE CHAR i'ED TO 110, EE �' Rp W1=LL rzo; SSTONE GRAVEL SHELL OR OTHER APPROVED PERV/oU_, SURFACE. � e qFD 6Q' V .o D O� Dho 1 5 7 i ?6 O O GF 15,400 f sq.ft. S Z Q Z 49, / Q 58 0, 60 . o / st D Q _ S �' �. � o c e. . o r Q F{ ® � E g `a t) s 7 . 180 2 .3 6 p 4,9p-\ l WA TER 2 � O ,♦ i Q W v �O o, O �l GA 7E 1 60.E O o,� A c� HOLLY' H Q Q TP-3 O IO O / TREE (T0 BE TREE .� 4 r '� p ., `-/W RELOCA TEU �'s. q � ti Fp y, l LEACHING AREA G/ q _ (2 BEDROOM) 3 Q POOL NOTES. 5 S1RlP OUT'REQUIRED ; zs V lQf O h o cv s.o 70 1. IF THE RESERVE AREA /S U77LIZED, / O 1 I TP-1 THEN INSTALL 40 MY IMPERVIOUS LINER DRY O / - BETWEEN RESEIRVE AREA..AND POOL TO WELL _ O UNSUITABLE. M PREVENT IGRATI'ON OF SEP77C INTO.: POOL. _60 E ` , 17 / s� s� 2 A REGISTERED LANDSCAPE ARCHITECT, HALL BE / + DEEP , E s �, / S/TLC' & ` SET°TI C DESIGN PLAN REtA/NED Ti7 PREPARE A REPLANTING PLAN / S4 P W1 TN PROPOSED POOL WfTH ..THE POOL.''':INSTALLATION. PLANTING SHALL , FOR TOWN OF BARNSTABLE .REQUIREMENTS SECTION 3510b. Q) J. A PROPERLY SIZED BACKWASH /NnL 7RA 77ON SYSTEM TH Y FOR I I MINIMUM ROBERT J. & DORO Y A 80 LE 0 THE POOL IS REQUIRED. THIS..SHALL BE A MlN UM FIELD LAYOUT F 156 9 TOWER HILL ROAD OF 25 FROM A . l 9 FR THE. LE CH NG AND RESERVE .AREAS . DESIGN AREA.` 448 SF , LEACHING AREA R VI L MASS. OS TE L E, (3 BEDROOM) PLAN REVISIONS" Q,R 2 BEDROOM HOUSE . s,.N N0. DATE `' DESCRIPTION BY PA PR S7R/P T DEPTH TO 9 oyLA3;17 1 —20 l S Date: 1 07 1 1129107 cae. 29 SEPTIC DESIGN SAM h o.•i;a�a / / (/rip 2>. 212107 500 GAL. CHAMBER DESIGN SAM 2-500 GAL.,CHAMBERS / ��� T c > arw2cle 14ssoc2ales Inc. u;; T l 63 County Road Box. 801 • . ORANN BY. GSL DA lE: 12114106 h , � _;�", GRAPHIC SCALE North Falmouth Nass 02556 20 � , . „: n. C /�& c1,► D ar. swu I OF 2 U (508,) 563 7777 NOTE: ONE ACCESS PORT �`° ,... N C SHALL BE WITHIN '6" F 0 I r P. �Lond Prokcts 2004\80YLE\dwg\BO)1E.dwg FINISH GRADE. ( It FEET zo Revised: 212107 = i 1 inc., it FIRST. FLOOR ELEV: 61.8 5 DIA. OUTLET(S) NOTE: ONE ACCESS _ CCE S PORT GENERAL NOTES TOP OF FOUNDATION EL. 61.Ot REMOVEABLE COVER SHALL BE WITHIN 6 OF , FINISH GRADE OVER DIST-BOX EL 60.4 FINIS GRADE. e FINISH GRADE AT FOUNDATION EL. 60.5 H S (58.67 MIN. 61.0 MAX.) T 1) ,THIS SEWAGE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN CONFORMANCE WITH H .THE ' FINISH GRADE OVER TANK EL. 60.6 60.38 MIN. 62.63 MAX. REGULATIONS OF TITLE 5 -0F THE STATE ENVIRONMENTAL,CODE AND THE REGULATIONS. „ OF THE LOCAL BOARD OF HEALTH. 3- 4 DIAM. ACC PORTS 2 ACCESS 0 S „ _ 9 MIN. - 2) THE LOCAL BOARD OF HEALTH AND THIS FIRM ARE TO BE NOTIFIED. (TOP 59.63) A PRIOR TO BEGINNING CONSTRUCTION 1N THE EXCAVATION FOR THE PURPOSE OF ------ - SOIL EXAMINATION TO INSURE CONTINUITY OF PERMEABLE MATERIAL. „ ______ (B) PRIOR TO BACKFILLING THE COMPLETED SYSTEM FOR THE PURPOSE OF 6 - - PROVIDE WATERTIGHT PERFORMING'AN AS-BUILT INSPECTION. J. FLOW LINE' - 0 „ JOINTS TYP. (C) PRIOR TO CONSTRUCTING THE 'SYSTEM IN A MANNER OTHER THAN SHOWN 13 „ _ C ON THIS DESIGN. \58.70 3 FROM SEPTIC`TANK „ 14 4 PVC OUT T '58.05 C 0 58.30 LEACHING FACILITY 3) CONTRACTOR`TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH 57.17 - „ - DIG SAFE AND OTHER APPROPRIATE AGENCIES. 'REPORT ANY DISCREPANCIES TO THE _ 6 _ DESIGN FIRM. PIPE DIST. 2 57.00 1,500 GALLON OPTIONAL --------- 17, 48 ------ CONCRETE SEPTIC TANK ZABEL OUTLET 4) ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H 10 LOADING UNLESS LOCATED OR EQUIVALENT (TANK TO MEET SPECI- FILTER GAS IN AREAS UNDER PAVEMENT, DRIVES, TRAVELLED WAY ORWITHIN 10 OF PAVEMENT, DRIVES FICATIONS OF 310 CMR 15.226) BAFFLE OR TRAVELLED WAY IN WHICH CAS THEY SHALL WITHSTAND H-20 LOADING. „ C E TO BE MADE WATER TIGHT BY OR DB-3 DISTRIBUTION BOX 3 OUTLET DISTRIBUTION BOX MANUFACTURER 5 WHERE;R REQUIRED W MO LOAM, SUBSOIL AND OTHER OR APPROVED EQUAL ) EQ ED CONTRACTOR ILL REMOVE ALL A , ________________ _ UNSUITABLE MATERIAL IN THE AREA BENEATH AND FOR 5 FEET ON ALL SIDES 10.63 � ____ ____ ____ (BOTTOM 'S3.63) TO BE SET ON 6" OF CRUSHED STONE OF THE LEACHING FACILITY. THE CONTRACTOR SHALL REPLACE ALL UNSUITABLE PLACED ON A COMPACTED LEVEL BASE (10 --MIN. REQUIRED MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE ) " ', TO BE ,SET ON ,6 . OF CRUSHED STONE MATERIAL. REPLACEMENT MATERIAL TO` HAVE AN INPLACE PERC RATE OF TWO MINUTES PLACED ON A-COMPACTED 'LEVEL BASE FIRST 2 OF OUTLET PIPES TO BE OR LESS:'` A ,5 STRIP OUT IS REQUIRED. LAID LEVEL AS PER TITL E LE V. I - 6) 4„ SCHEDULE 40 PVC PIPE WITH TIGHT JOINTS TO BE USED IN DISPOSAL SYSTEM `..NOTED: I SEPTIC TANK ` PROFILE DISTRIBUTION BOX DETAIL UNLESS OTHERWISE N.T.S. N.T.S. 7) THIS "SYSTEM ,IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL NOTE. INSTALL ONE ACCESS PORT NOTES : TEST PIT DATA FINISH GRADE OVER LEACHING AREA EL. '60.40 SHALL BE WITHIN 6" OF ` . (58.32 MIN... 60.57 MAX.) VENT RECOMMENDED 1. NO HEAVY EQUIPMENT OVER SYSTEM FINISH GRADE. Q INSPECTOR. DONALD DESMARAIS; BARNSTABLE BOH 2. SEPTIC TANK &' FLOW CHAMBERS TO BE STANDARD ` ` PRECAST REINFORCED` CONCRETE UNITS. DATE: JANUARY 25, 2007 3.6 2.75 2.75 3. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN „ PERFORMED BY. SCOTT MOLES ACCORDANCE TO REVISED TITLE V OF THE STATE MIN. 2 OF 1/8 1/2 WASHED PEASTONE MIN. MIN. _ FREE F MIN. ENVIRONMENTAL CODE, MINIMUM REQUIREMENTS EL. TOP 60.7 � 0 FINES AND IRONS ; 57.57< FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE.' ' .. .......:...:. .............:....:........:. EL. WATER EST. 43.5 1 7 + ..............,........ ....... .... ... - , • •-•••••• � � �� ����- �� �� �� �-�� 4 ANY CHANGES TO THIS PLAN MUST BE APPROVED' BY THE BOARD OF HEALTH. PERC RATE = ASSUMED < 5 MP1 IN SAND` LAYER `- 5. AT THE COMPLETION 'OF .CONSTRUCTION, PRIOR TO A FI IA.B CK LLING THE _BOARD OF HEALTH `AN THIS FI L D S R TEST ;PIT 2 TEST PIT 3 0 0 0 ® Q O O SHALL BE NOTIFIED o L FOR INSTALLATION`INSPECTION: .." 6. PITCH:ALL SEWER LINES 4 P ES 1/ PER FOOT. ;A' A 56.65 UNLESS INDICATED OTHERWISE. [� C� LOAM LOAM 0 0 0 [ . IN STALLER NSTALLER TO PROVIDE` TWO ACCESS PORTS. 3/4 - 1-1/2 " 10YR 4/2 10YR ,4/2 0 0 Q 0 0 8. '`EXCAVATION CHECK DURING INSTALLATION. 9 8 DOUBLE WASHED STONE 0 � � � 0 g 9. INSTALLER TO EXCAVATE TO THE C2 SOIL LAYER., 105„ OR B I Q DEEPER IF NECESSARY WITHIN THE LEACHING AREA. SANDY LOAM SANDY LOAM n 10YR 4/6 10YR 4/6 BOTTOM AT ELEV. 54.65 30 _ 36 0 10. SAMPLE TAKEN FOR SIEVE ANALYSIS OF C2 SAND LAYER. I O O 0 SIEVE ANALYSIS "RESULTS. BY 'TIBBETTS ;ENGINEERING Cl Cl .INDICATE ASAND / LOAMY SAND :MATERIAL. SANDY LOAM SANDY LOAM CLASS I SAND DESIGNED AT .74 GPD SF. " 10YR 6 4 10YR 6 4 ELEV. 48.5 f " � 105 105 b8 WIDE 11. INSTALLER TO CONTACT. THIS FIRM AT TIME OF 5 MIN. C C2 25.0 12.0 EXCAVATION OF THE LEACHING AREA. 2 _ Q SAND SAND 2 500 GAL. CHAMBERS) ) _ (2 500 GAL. CHAMBERS) 2.5Y 7 4 2.5Y' 7 4 R G OUND WATER SEE SHEET FOR LAYOUT SEE SHE FOR LAYOUT� � SEE .NOTE #10) (SEE NOTE#10) EST. EL. 43.5 i GROUNDWATER CHECK DURING ( N M (NO MOTTLES) ( 0 MOTTLES) 500 GAL. CHAMBER PROFILE SYSTEM INSTALLATION END VIEW 156" (NO WATER) 156" (NO WATER) N.T.S. N.T.S. SHEET 2 OF 2 I ANALYSIS)(C2 SAND LAYER SAMPLED .FOR SIEVE L ) A SYSTEM DESIGN DESIGN DATA SEWAGE DISPOSAL SIG S S E FIELD STRIP OUT LAYOUT P ROGER T J. & DORO TH Y A. BO YLE CAPACITY R CAPACITY ITY PROVIDED DESIGN AREA. 448 SF SQUIRED 99 TOWER HILL ROAD RESIDENTIAL 2 BEDROOM = 220 GPD SYSTEM SIZE. 2 (500 GAL LEACHING CHAMBERS LEACHING AREA� OSTER I/ILLE MASS. TOTAL 220 GPD MINIMUM BOTTOM AREA: (3 BEDROOM) O , i o DESIGN. 330 GPD SECTION: DIMENSIONS _2 BEDROOM HOUSE LOCATED AT: AREA (SF) N 99 TOWER HILL ROAD 12 x25 ' 300 (STRIP-OUT DEPTH TO 9 CAPACITY PROVIDED ( ) \ / SYSTEM SIZE. 2 500 GAL.: CHAMBERS BOTTOM AREA: 300 NOTE. ONE ACCESS PORT O S T E R V I L L E , M A S S A C N U S ETT `BOTTOM AREA:' SHALL`BE WITHIN 6" Df 12 W x 25 L = 300 SF SIDE AREAS. SEE LAYOUT ,�: ,,� DATE SCALE DRAWN CHECKED JOB NO. DWG. NO. FINISH GRADE. �, ,:., 1 SIDE AREA. 74 x 2 HEIGHT 148 SF SECTION. PERIMETER HEIGHT AREA SF .t.. yu� ( ) . P 1 29 07 N.T.S. SAM BOYLE BOYLESHT2 DESIGN .AREA. 448 SF , �;. ti t 74 2 148 mil r� .. r,+!ir. �. ,.i .: . TOTAL'DAILY FLOW:; 448 SF x .74 GAL/SF �!,t;; � T,/l D,, Inc.SUM OF SIDE AREA. 148 �_a !... �'i' a ZUZc 4G Associates 1 TOTAL DAILY FLOW: 331.52 GAL DAY REVISIONS , / � � ry 1., ' NO. DATE 'DESCRIP110N !3Y „ SEPTIC TANK r n � {,, <:�:. 6 Count Road Box 801 TOTAL, AREA: 300.00 + 148 448 SF 12s 07 SEPTC DESIGN SAM ;,v w / ;� Xortli Fcalmout Alas 0,2556 330 GALS X 20090 = 660 GALS. DESIGN CAPACITY , u, lt, .. . 6 .TOTAL DESIGN FLOW 448 F - 212107 � ._ _ � , S x .74 GAL/SF _ 331.52 GAL. 2 500 GAL. CHAMBER DESIGN SAM; �,.�.. .-. :, USE 1,500 ,GALLON `SEPTIC TANK ���� /508 563 7777 e . 1 2 /.40 16 I f NEW BASEMENT I National Lumber Company's design is limited to I the new engineered g neared wood .products and steel shown on othis Ian for gravity loads. Where new framing i OUTSIDE p g Y gs ,. f supported on existing framing or foundations, •t j ::....::...n. ::: n sw .. ... s the re sponsibility of h._...........k:....:..:L........v....:....:.CS......nnn.>..n.'�..fin...... :.......: t e Contractor to ensure — p 1CD 26 0 Y that those existing members have sufficient A 2 X 12 1 capacity pp to support the new loads. 00 CU i g 16 O , C , #F 1131 FLUSH t# 3 - 1 3/4 X 11 -. 1/4 ,tL cu � r k .., rkk1 CD I LVL TO SUPPORT .�.£k i s: WALL, ATTIC AND �J - 1 I�,OOE ABOVE CD ME �1, 111�`s; T M H T � ALL ru _ _ TAT TN ............. F I i 3a 7 1ew I Iful t EXISTINGJAIV PROVIDE777 M C� ;,, ;.• . BLOCKING UNDER :..:` Is �SLAB . , . BEAM TO GIVE ` .y l O ru< :t. r BEAM LEASTCD �_.; E ?� T d;i� T N 'WALLS - .N POST UP TO t 7 1/4 : OE SEARING ...r STEEL S 6;:� L EAM } :: POST UP TO2 12 STEEL BEAMOJ EXISTING 16 OCo, Rkkk>: s 9. N3Y'vCsip. riny� .hk�: .. \' '» f` ,'` >s..z3. c?w`Y£'3`. 8k:.:.o.::;.,, x:: :ari�?Yt :t4 ,>. .� :. ..: 1,:3 } .. .3# .: .. :yA.. .. ........`.'....>� .� .:...k�tm.�S'+.�� �.�..�.[.....��b.�.�. .4[...t,td.........<.ti �'hA .:.'iv'.k....'Sk..[:n?2.?%E ,:.t.B �.:.:..........t:ntt''.. .,?'?'fi �.w.sn..,n � #�� i{`K<E'�.,.f:<..4#i #H:�ni'�tt4..<.::w'I,..n.�i �'£rk3i.:, M n�.. �'t't>Ad #. ,. . 1:.... .1 t !??:� .t.r....,. �" s...t...i...t....vt.. .c... ::...;:............ I + f+ I EXIINGST ASSUMED LOCATION OF D CRAWL EXISTING SEAM. AD . f ADDITIONAL COLUMNS 1 SPACE AS NECESSARY I j . ® _ am 0-p". an .w� low +M -MMMMO�W SECTION A — A ADDITION & RENOVATION FOR MR, & MR ROBERT BOYLE 99 TOWER HILL ROAD, OSTERVILLEP MASS, I . SCALD 9/25/06 SHT* I � i 16•_®. ARCH IN CATHERDAL N Nir I _ FLOOR PLAN EXISTING ADDITION #9 SCALES- 1 /8 Ii � I II ,I I � r I 1 ' 26`-0• ' " • ,r r WALK I CLOSET GREAT ROON l � � f a NEW DINING RMN � DEMIERVMS IABOVE I I t E � � i I _ _3 1/2 X9 1/2 V LAM POST J �r ,2 i EXISTIfs i G+4RAW v., `<A,.. `:'` ...: .>.s `T?':'?.�< 3 Milli.:. ( , » t .. .....: F`....�.. .:... : .....:.. : , ..}�v .. ..v... ......YES....: .. ...t.. ... ..2E .. .. .. ... . ... ...t.�,. ..»<»,. .. h , ..,,.�ik...�t:..:x..<.k.2EE,...r..£....3.. .�. .: s ,.. .... s ... >. ..k.....Y ..S .....f..,.,...ci.....v„A$`.Sn...Eu.,.,...£<.,.n...c...n..<•k..............+::.,...:2:<.sY k.,. ... .... .. .. :. ., .. ..}, .::::. :.:::::: .... ....::.,.5.,..,..rr.. ,�. •�. dl 2.£ #..,..J..,•.t.....v.»»»,<.........t»......k.....�7.4......:...,..»,.:.:.......n,:.�,,, '� 1 - LTV t..• 11 _ _ Natio L x: _3 1/2 Xs 1/2 v LAM POST nC I umber Compah s design is limited to . .. I I Y g the new eng ineered wood products and steel � p eel shown on this play .for. gravity loads. Where new framing is RB01AB E� I1 ted on existing framing or foundations, it su o W12X35 X I is the iL' s onsibilit of the Contractor to ensure 26 9-1/2 1 p Y r that those existing members have sufficient II BEAM CHANGED IN SIZE TO r,,apacitY pp to support the new loads. STAY 'r l : V ITHIN N.L.C. 4 1_Y--m_ qm _ �� _ �Y �� — DEFLECTION - EXISTING BEDROOM � 1I RECOMMENDATIONS I I I I IONS. .. I II EXISTING LIVIM iI 1I 07(107 JAN f !" r II # • I , rn I I I I r ! I rD _ 0.. r ' UMft — rl � r1 MA ADDITIONRENOVAUrION MR, & MRS, DT BOYLE 99 TOWER HILL" ROAD , ! -OSTER1fILLkE, MASS, H T. SCALE- -� � 9� 5/ .�-