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0207 TOWER HILL ROAD
«, �, ., . d�� . �,�'�',�,;vim:- , ,�/�:-�� ,�.�� �, .. � v � � �� �� �� ,. o '� �� .. i �., ,. � o i � �. � �, �� �, � d� �� .�h.. �� ��,. � v �� ., a '. � � ,� a. G, v � � �, �. � �. � o „ �, �r� K � � � ' � � ��. n A o, .� 11 , � � � i � �� � '- n .: � ,� n � i �, o „ ., .� m ,. r' � ° � � .. .. �� � �� ,. °��' � r - �. o o .. � n ' �. ., � ,� .'. �' o ,� ��' .� U � .. 9 n �. .. � u, ,. � ,.. �� �.� .. ,, �.` ° ., � ,,; ±r 'II- �� .,. 1Y , ,, , e�. �. � _ �-, e .. .. ,.�, - �.n " �� i � �,. � ry i, � �. a �, �� � � � � � � � � o �i, �. o ,. .� ° r ..� ,. �� -,� � u .. i � �i i - - .-. i .. �� � „� �. �. � .�� "' � � � a � � � � ,. � ,. o ,� .�' � � u � - �<.�.-._ ,, �,. .n � � -_� ,., �. �. - �, r � - �.. r- �� �' .. � o r� ' ,. Town of Barnstable Building _ • Post This Card So.xThat it'is Visible Fr"om.the Street Approved Plans Must beReteinecl on Job anand;ahis C d ust be Kept n t +$ Posted.Until`Final Inspection Has Been`Made: �t + ; ,?� z 4 � ermit eaN,Ae' Where a Certificate of.O,ccupancyis Required,such,Buildingshall Not tie Occupied until a Final Inspection has been made Permit No. B-18-2161 Applicant Name: JOHN M CHAPMAN Approvals Date Issued: 08/08/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 02/08/2019 Foundation: Residential Map/Lot: 142-010 Zoning District: RC Sheathing: Location: 207 TOWER HILL ROAD,OSTERVILLE 4 -. act `Y Contractor Name''�JOHN M CHAPMAN Framing: 1 �, b 6 115 Owner on Record: CLOSE,LOUISE&MATTHEWS,JOEL Contractor License: CSFA-066395 2 Address: 7 SUNVIEW BOULEVARD Est. Project Cost: $34,800.00 Chimney: FORT MYERS BEACH, FL 33931 Permit Fee: $227.48 Description: 2nd Floor Garage Renovation.Add Half Bath 6x5x6 Existing ` Insulation: - ci s " $227.48 Plumbing already at Location. Insulate Finish with Dry Wall,Trim / Final: Base and Windows Finish Stairs and Floor. Date: L 8/8/2018 b Project Review Req: NO SLEEPING-REC/CRAFT ROOM PER APPROVED PLANS ftsy -- Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: Rough Gas: t I Final 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. 0 - Electrical 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 permit 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 Service: work until the completion of the same. _.�... Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and`Fife Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 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 Final: S.Prior to Covering Structural Members(Frame Inspection) 6.h;sulation Health j 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). The Commonwealth of Massachusetts Department of Indus&WAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Cantractors/Electricians/Plumbers Applicant Information Please Print Ledbly Name(Business/Organization/lndmdue):K kruill"aP� r�vc,1 fGL Address: /V (4,, Fjr/��j�r � Or City/StaWZip:W\4�jj& k,;lI G Phone#: j —, ! Are you an employer?Check the appropriate box: Type of project(required): 1.KI am a employer with 4. I am a general contractor and I 6. O New c.onstruction employees(full and/or part-time).* have hired the sob-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. %Remodeling ship and have no employees These sub-contractors have S. Demolition working for me in any capacity. employees and have workers' 9. El Building addition [No workers'comp.insurance comp•insurance.: required.] 5. We are a corporation and its 10.❑Electrical repass or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers' comp. right of exemption per MGL 12.[]Roof repairs 1 -- --- -- --- --.----- - --- --.- _-- --_ _--— -----mc�;ranae required.]t--- c.-152, 4 ,-and we have no.- ---:------ - § 13.❑Oilier employees.[No workers' comp.insurance required.] *Any applicant that checks box#I must also till 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 mast submit a new affidavit indicating such. tContractDrs that check this box must attached an additional sheet showing the name of the sub-cont actors and state vrbcther or not those entities have employees. If the sub-contractors have employces,they must provide their workers'comp,policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepoUry and job site information. Insurance Company Name: A AA �/.Z71.e, vl Policy#or Self-ins.Lie.#: VULIC— /GD�o? 3 U6� � - Expiration Date: 611 S -Z2l Job Site Address:= ZW�7 r0('-jam o City/Sbwzip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a tine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains andpenaliies of perjury that the info rmation provided above is true and correct Sian a A� Date: T 4,-Il.Z Phone#• 7- Official use only. Do not write in this area,to be completed by city or town official City or Town: PermiMcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector. 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws cJhaptes 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an enTloyee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more tuan.fl=apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of sucli employment be deemed to be an employer." MGL chapter 152,§ C(�25 also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bu fldirip in the commonwealth for any applicant who has not produced*acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the wohiu:ers'compensation affidavit completely,by checlang the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for con$rmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured'companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/licens applications in any given year,need only submit one affidavit indicating current e policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)..".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have my questions, please do not hesitate to give us a call The Department's address,telephone and fax number. The t,^,,onunonwealth of Mmsa+cliusetts Department of Ind al Accidents Offfm of Rivestiga. s 600 Washington met Rosban,MA 02111 TeL#617-727-4900 ext 446 or 1-977-MASSAFE Fax#617-727-7749 Revised 4-24-07 WWW M ,Pvl& ............................ c�xe epa»unaaruce�cll/r,rr�G�/�aaaac�cmel/d• :- Office of Consumer Affairs&Business Regulation i HOME IMPROVEMENT CONTRACTOR I Regisfration valid for Individual use only TYP,E:,Individual before the expiration date. If found return to: I Registration —, Expiration Office of Consumer Affairs and Business Regulation 1 -= 10 Park Plaza-Suite 5170 175658 - .,Q8/29/2C19 Boston,MA 02116 ° JOHN M.CHAPIIVIAN, ; F_-F-` D/B/A CHAPMAN GONSMUCTION JOHN CHAPMAN. /- ,E Cffi . 78 WHISTLEBERRY `v A.{ MARTSTONS MILLS;-MA 02648 Undersecretary 14ot valid without bignature Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constructio SAPlisi?T:1 & 2 Family l !f. C`SFA-066395 , � Igo -41P s: 01/13/2020 ' K. I JOHN•M CHAPMAN - m 78 WHISTLE61�ttRY D O MARSTONS M((LLrS MA,_026,48, c�'QIRS i_fv�� Commissioner F Applici&nlfta,112?... 40 MABEL Pew$Fee...._ ....Other Fee... Total Fee Paid............... .:�V ... ....... ... ..on: .... 1.�l TOWN OF BARNSTABLE Pea�d Approval�.... .. ................. .... BU"INO PERMIT Map....»...».......�. ....PmxL......... 1.!»..�..»...................... APPLICATION Section 1— Owner's Information and Project.Location .Project Address A 0 7 `ever— H-j t I rri village 6s7ed`V I r e Owners Name L-044,E e. Owners Legal Address 7 ,.S- vs vk w City �r l er ecc State �L- ziP 31N.J Owners Cell# 47A -q60 E-mail Section 2—Use of Structare LQ/N'G-©Epp, ❑ Commercial Structure over 35,000 cubic feet Use Grroup � L- 1 2018 ❑ Commercial Structure under 35,000 cubic feet TOWN OF R.4PNSTgaLE Dq Single/Two Family Dwelling Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(enfn strwtiae) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ,Renovation . ❑ Pool ❑ Insulation Other-Specify ..Section 4-Work Description a7r Jo�aY� �r itA+ Iry; 14h--c T ACt undste&1J9=1 8 Application Number.................................................... Section 5=Detail-� Cost of Proposed Construction-'J-- -0Q Square Footage of Project j 60 Age of Structure ,� � Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms(proposed) J. , _ . . 110 MPH Wmd-Zone Compliance Method 0 MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing ❑ Gas .❑ Fire Suppression Heating System ❑ Masonry Chimney 4 ❑Add/relocate bedroom Water Supply 14 Public ❑—Private -- Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: vv-�o rsT1^ �rz�%&, . I an using a crane ❑ Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft ©• " Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Rap in Dd Proposed Side Yard Required Proposed' Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Lastwawh-i:2/9=19 ApplicationNumber............................................ Section- Constrtaction=Supervisor Name _�D h tv\. G ku wyu, Telephone Numiber Addresses cvh'�/e-ham, -a- City n-t4�'S ,S State 11414 Zip Da6yf� License Number (o License Type i I-L 6.,4Expiration Date Dl�/3`a2U,ZD Contractors Email S4 it/ <P 6� ,,y tleT Cell# I understand my respa.adbfitties wader the rules and regulations for Licensed Cmstucdoa SWpervisor in accordance with 780 CMR the Massachusetts State Bmldmg Code. I tmdamtand the construction inspection procedures,specific inspections and do=meutation regaired by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature 4-:L: - Date_ 0�/�, ,$��d/511 Section IOiHome-:Improvement_Contractor Name �o�vl 1''�el^-- L,. Telephone Number k Address w!n%S�i'�b vti. CitYMg-t7�,S M&S State !M/+ — Reestiation Number / ,5- Expiration Date G�1�2ZaCSl9 I undmstand my responsibMes under the Tales and regulations for Home Improvement Contactors in accordance with 780 CMR the Massachusetts State Bmldmg Code. I understand the construction inspection procedures,specific mspections and docimmentution regmred by 780 CMR and the Town of Bamsstable.Attach a copy of your H.I.C... Signature 1011 , Date -Fu 4, 0<S' Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsbIffies under the roles and regulations for Licensed Constzvction Supervisor in a=rdm=with 780 CMR the Massachusetts State Bu�Tdmg Code. I understand the construction inspection procedures,specific inspections and docunenlafion required by 780 CMR and the Town of Barnstable. Signature Date "rPLACMWSIGNA Signature pk—, Date UZ,- Print Name �j v 6� /1/� C 9,/)1M 4 Telephone Number E-mail permit to: Section,12-rn-Depar-tment,Sign-Offs _ Health Department FLI Zoning Board(if required s Historic District Site Plan Review(if required Fire Department r ❑ . : - , Conservation J. For conunerdd work,please take your plans directly to the fire dep=Wt=t for gWmaL Section 13=Owner-'s=Authorization L J��� ,�;/ , as Owner of the-subject property hereby authorize to act on my behalf in all matters relative to work authorized by this building permit application for: �) (Address of j ob) ' Co Signa#ure of Owner date o-Q-1 (Vi R�1fit�� • Print Name La t uDd$tc&2/92018 �j Town of Barnstable r � Building Department - 200 Main Street MAS& Hyannis, MA 02601 9� 1639. ,�' (508) 862-4038 RFD Id1A�A Certificate of Occupancy Application Number: 201309597 CO Number: 20150187 Parcel ID: 142010 CO Issue Dater 09/01/15 Location: 207 TOWER HILL ROAD Zoning Classification: RESIDENCE C DISTRICT Proposed Use: SINGLE FAMILY HOME Village: OSTERVILLE Gen Contractor: HOSTETTER,ADAM Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: ' Building Department Signature Date Signed 7 _ r TOWN Or h..�R�JTABLEIla BuIldina ,r . 201309597 BARNSTABLE, Issue Date: 02/07/14 Permit MASS. 9� i639. �� Applicant: HOSTETTER,ADAM Permit Number: B 20140259 1 Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/07/14 Location 207 TOWER HILL ROAD Zoning District RC Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 142010 Permit Fee$ 1,249.50 Contractor HOSTETTER,ADAM Village OSTERVILLE APP Fee$ 100.00 License Num 152124, Est Construction Cost$ 245;000 ' Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT NEW 3 BEDROOM HOME PER PLANS I THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BASSETT,COLLEEN M BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 3914 IVY ROAD INSPECTION HAS BEEN MADE. CHARLOTTESVILLE,VA 22903 Application Entered by: PR Building Permit Issued By: L4-, :'-� THIS PERMIr CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY,GRADES AS WELL AS DEPTH-AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT•1\ROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. a. ! MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL-BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE.PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ® o o � 'a BUILDING INSPECTION APPR4XLS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I r . ok 3• iS ���f� l 1 Heating Inspection Appro als Engineering Dept -� I Pei c. Fire De 71 �/�. � p���� and Gf Health, r A i j a/1 `t �5 1 Town of Barnstable Geographic Information System November 20,2017 139004 162004 -1014 62 #:145 139059 139057 139056 #511 O 1#6533 1#557/ 139005002 A #184 #169 477 • #131 1391 139058#1.83. #157� e1612002 16201538 �[162026002 4#22 #15 139 #173 • 139060 13906 n 1 162026001 #84 162016 #25 1< 139092 #50® • #150 �063 162025 139093 # '�-'- #19 .::#51:;. 162017 At 70) 139065 1 , #32 : :•::139069 #124 .. x '.:''#'S4 dig,. :•. 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"�'���::•;t�.�..:�,.::..-•..•.:,t:::� i 115022 :'":139066 l /1/ .•.•::. .: ::.::. ;:': 162019 #114 #100:. : :' '� #379 1p....::'. , °r �fl. /,! /// ;,.;'(;::ii:.;:;..;?.:•;; 162024 30 139071 � � �#80 f�f��l ✓�l� r r/i x ::... 162020 #150 139072 #70 :. 139080 t * 9f /'B" /!/;,' ...•.. :.•'.:v:a.. #170 �'- -® 'i 139 !/`•• �//..�....,.....- #175'f.iii: � 162 ..'� •���--. #2 " �• #193�-. 1�1� #153 138007 1 0 138030 #232 # ::ii:: '. `ll'' ;:.. :r'•;ii;: "' #242 -:.:. #202>.'::{:. 1 022 138006 138013:: .. .:..:. :: #171 l� ':#216'::..:138014:: ' 138012 p �q 215 138015 138011 #19 61 138010 f#242 �► 138016 138009 #252 138017 #206 125 3eooa #264 1380 #2,5 DISCLAIMERS:This m r planning purposes only. It is not adequate for legal Map:139 Parcel:07 Zoning Board of Appeals(ZBA) Selected Parcel boundary determinatio r regulatory interpretation. Enlargements beyond a scale of Abutter List Typ, Parties of interest are those directly opposite subject lot 1"=100'may not me established map accuracy standards. The parcel lines on this map w E are only graphic representations of Assessors tax parcels. They are not true property any public o rivate street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properti within 300 feet ring of the subject lot. such as building locations. Buffer -1-Wj� Q4) C 12--4--%7 1IN7 4#4**x LJIIA .�%'�- mg detail for Assessor's Office, complete _ 1 date of application. 17" scaled 1/4"= 1' & fully dimensionalized ross'section, framing schedule, insulation detail & with a Red `S'.) R STRUCTURAL-STEEL,ENGINEERING r addition. 'orm must be submitted for`any workers hired. In the ntractors,h i red must-supply this. Copy. of Insurance c ovement Contractor's License OR � submitted if homeowner is acting as.general, `er of Permission, a be paid upon receipt of application number, nstable e, no plot plan required cense AND Home Improvement License. OWNER to the forms issued by the Aeronautics NO w 151 .20' 6� U W Q I - O � I lJl I'W � N I `) O O n/ Q ___ LL Un O 2 z O Ln 0 J m 0 z CD (rj J Z ' g n � � z ►I n Q U- ILJ 37.3' co ------------ O .p I I N L I • I � i 1 1 27.73' BUILDING LOCATION PLAN FOR 207 TOWER HILL RD., OSTERVILLE, MA 1,{OF PREPARED FOR °yam HOSTETTER HOMES elr N W N� SCALE: DATE: DRAWN BY: o RU 5 91 -' I " = 30' 04-1 0-201 4 TMW N JOB NUMBER: REV1510N: 5HEET NUMBER: �0 1 3-025 CPF'- I L WELLER ASSOCIATES I G45 FALMOUTH RD., SUITE F9 �¢ P.O. BOX 417 CENTERVILLE, MA 02G32 TELEPHONE: (508) 328-4G92 EMAIL: tri5weller@gmall.com REGISTERED LAND SURVEYORS ENVIRONMENTAL CONSULTANTS Traver5e.PC PROJECT � ADDRESS: PERMIT# Q l 36 ScI 77 PERMIT DATE: Z LARGE ROLLED PLANS ARE IN: B® ► LOT � Data entered iia N AP,S PZDgram on: L B Y:. PR0JE NAME: I o. t ADDRESS: PERMIT# ZO 13 Q.I �1 .PERMIT DATE: 1 M/P: .LARGE ROLLED PLANS ARE IN: B®X SLOT Data entered-in MAPS program on: 3 t_3 q , B Y: • Unable to gain access to the first unit. • Screen missing from front storm door. • Lower level male tenant arrived prior to our departure. • He advised he is employed by landlord. • He was upset about complaint and stated that they are quiet and clean. • He indicated that this complaint is really about discrimination because they are from Brazil originally. • He stated he works very hard and they are quiet and clean. • They do not make trouble and occasionally have guests over for a barbeque. • He added that subsequent tenants may not be so quiet or clean and then his neighbors will miss him. • I advised him that I found no issues and I am closing the complaint as the result of this inspection. • The favorable result will be part of the official record. • The tenant was reminded about the inoperable smoke and CO detectors. • He noted he had batteries in his truck and would replace them immediately. • No violations found I �. 207 Tower Hill Road • Reported to this at 5:30 PM. • Found property to be posted for sale as a demo. • Lawn overgrown. • Property appears vacant and abandoned but for the for sale sign. • Dwelling in poor condition. 628 Craigville Beach Rd, Centerville Property Owners: Steven C &Jan Lundberg 32 Brigham Road, Berlin, Ma 01505 978-838-9414 Complaint: Two reports from BPD concerning "flop house"used by foreign nationals. Property inhabited by occupants on student visas from United Kingdom. This is a nonconforming(mixed use)property (Craigville General Store) in a single family residential zone. The street file indicates there is a two bedroom apartment on the second floor. • Reported to site approximately 6:30 PM. • Walked around site. Found nonconforming sign to be removed. • Found hand written sign in window box stating closed—reopen 2012. • Found three vehicles in rear of building. • N-oted taxi dropping off two young adults, male and female. 2 BIRST INSPECTIONS JUNE 16,2011 Inspectors: James Parziale (BOH), Jeff Lauzon(Bldg). LT. John Cosmo (Hy FD), Robin Anderson(ZEO) BPD: Chief Paul MacDonald, Officer Chris Kelsey 56 Tower Hill Road • Reported to site approximately 6:15 PM • Property file contains notation on jacket from former BC R Crossen recognizing this to be a NC two family dwelling. • Appears that property is being painted and or power washed. • Property neat, no signs of overcrowding • One unit may be vacant at this time but no resident responded. • No violations found 71 Tower Hill Road • Reported to site 6 PM. • Joseph Sullivan, Jr. was outside in driveway. • Discussed unregistered vehicles. • Two unregistered vehicles have been removed. • Mr. Sullivan is helping tenant. • Two adults and two children reside her. • The camper is likely to be towed to Mr. Sullivan's grandmothers' house off-Cape. • The boat will be towed to Mr. Sullivan's grandmothers' house off-Cape. • It is their intention to also transport the camper there as well but are waiting to get a vehicle with a trailer hitch. • This should occur within a couple of weeks. • Discussed keeping a low profile and maintaining a neat yard. • No violation found 76 Tower Hill Road • File indicates this is a NC property with two units. • Reported to site at 5:45 PM. • Property consists of two units. • Property very well maintained outside. • Found one vehicle on site MA plate.54K L68 • No screen on front door. • Ownef is Adam Hostetter. • Admitted to lower unit by tenant. • Found clean one bedroom apartment occupied by two adults. • Missing one CO detector—later found,unit removed due to chirping • Advised to replace batteries and reinstall. • Smoke detector needed new battery. • Female tenant advised that one male tenant resides upstairs. 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ��/z Parcel . Giion D1:.vP7r4, Health Division Date Issued 1 l Conservation Division 1c- Application%ee I /1�0�. ny Planning Dept. Permit Fee I Date Definitive Plan Approved by Planning Board Pk Historic - OKH _ Preservation/ Hyannis i Project Street Address c),0 7 4/�Al /nzi ,f-A Village ,Owner Address Telephone Permit Request �n_� :;.,1 Ems } mAje- &S!> _( Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 2 Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type A0,n/ Lot Size I�s�{ _% Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family (# units) Age of Existing Structure /YC Historic House: ❑Yes &No On Old King's Highway: ❑Yes ❑ No Basement Type: T(Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.)_ Basement Unfinished Area (sq.ft) y Number of Baths: Full: existing new 2 Half: existing n@v Number of Bedrooms: existing "S new r o Total Room Count (not including baths): existing new First Floor R g m Count',, Heat Type and Fuel: C,�'Gas ❑ Oil ❑ Electric ❑ Other cn CVntral Air: M<es Q.No Fireplaces: Existing New Existing wooc'coal stove: ❑ s ❑ No ti r- Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑ existing LI new size_ Attached garage: ❑ existing &new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Cutrent Use Proposed Use y APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) OSOz G-t 11 + Name W T �T05 9elephone Number Address /I/V ct-i ,1 tsmeilia-kF License # y�Q�-- • Qr�(�afs Home Improvement Contractor# Sa a Worker's Compensation # �8.�6 Ii`604A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO W1 bp Ljas)t, '/ft ,J SIGNATURE DATE ���T f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS iVILLAGE OWNER �r DATE OF INSPECTION: — FRAME — — �— ��— P 7 — i4 :INSULATION U,44" FIREPLACE t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT. ` f ASSOCIATION PLAN NO. s The Commonwealth of Massachusetts Department of Industrial Accidents TiOffice of Investigations 600 Washington Street Boston,M4 02111 wwrv.tnass.gov/ilia Workers' Compensation Insurance Affidavit: BuilderslContractors/Electtzcians/Plumbers Applicant Information Please Print Le:;ibly Name(Business/Organizationlfndividnl): Address: o *1+18 . I City/State/Zip: Phan#- �( Are.yoo an employer?Check the appropriate bog: Type of project(required): am a employer urith� 4. ❑ I am a general contractor and I employees(full 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 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance.I required-] 5- ❑ We are a corporation and its 10_❑Electrical repairs or additions 1❑ I am a homeowner doing all work officers have exercised their 11_E]Plumbing repairs or additions myself[No workers'comp- right of exemption per MGL 12.❑Roof repairs insurance required_]F c_ 152,§1(4),and we have no employees.[No workers' 131❑Other comp.insurance required.] •Any applicant that checks boa T1 must also fill our the section below showing their workers`compensation policy information_ t Homeowners who submit this affidavit indicating they are doing all work and then hire outride contractors must submit a new affidatit indicating such. 'Contractors that check this box must attached an additional sheet showing the name of the sub-connectors and state whether ar not those entities have employees. If the subcontractors have employees,they rm, provide their workers'comp.policy number. lain an employer that is prmiding workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 4 Policy 4 or Self-ins.Lie.4: - ?)&���p(�� Expiration Date: Z Job Site Address: 4p, � .�� �-lu—' City/State/Zip: 0 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to-the.Office of Investigations of the DIA for insurance coverage verification. I do hereby certify ander a pains and penalties of perjury that the it foriration provided above is true and correct Si tune: Date: Phone 0: 4r.--4zk--- O icial use only. Do not write in this area,to be completed by city or town official City or Town: Pe.rmiVUcense# Issuing Authority(circle.one): 1.Board of Health ?.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: t r - '4� , CERTIFICATE OF LIABILITY INSURANCE DAT2103/2DIYYYY) 12/03/2013 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 Mark Sylvia Insurance Agency,LLC NAME: Sarah 404 Main Street PHONE 508 957-2125 a/C No: 508 957-2781 ADDRIESS:mark marks Centerville, MA 02632 Iviainsurance.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Montpelier US Ins CO INSURED West Bay Management Trust INSURER B:Travelers Insurance CO T70A Main Street INSURER C: Osterville,MA 02655 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR BR ADDL SU LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP MMIDD MMIDDIYYYYI LIMITS A GENERAL LIABILITY MP0006001012633 12/4/2013 12/4/2014 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 CLAIMS-MADE ❑X OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/013 AGG $ 2,000,000 X POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS AUTOSED PROPERTY DAMAGE $ Per a 'dent $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ B WORKERS COMPENSATION UB-7B15805A 3/23/2013 3/23/2014 WCSTATU- OTH- AND EMPLOYERS'LIABILITY YIN X ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERWEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ 500,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,H more space Is required) Residential Carpentry CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD i Massachusetts -Department of Public Safety i Board of Building Regulations and Standards ('nn.tnirtinn tiulur�i. r . License: CS-094302 ADAM HOSTETT%R 770 SUITE A MAIN OSTERVILLE Mid 02� Expiration Commissioner 12/22/2015 I � r - ` 1 J• i . r n %fir f(nnrnrr ilurll���r/n�IrlJJar�nJr��J �\ Of(icc of Consumer Affairs& Busloess Regulation License or registration valid for indivldul use only OME IMPROVEMENT CONTRACTOR before the expiration dale. If found return to: eglstratlon: 152124 Type: OfTice of Consumer Affaln and Business Ilegulellon txplrallon: 8/2/2014 DBA 10 Park Plaza-Suite 5170 —;y Boston, MA 02116 WEST BAY MANAGEMENT TRUST ADAM HOSTETTER 770 A MAIN ST. Q..-s--�dLd�. -- -- --•— ----.._..._. _._ .. OSTERVILLE,MA 02655 Undersecretary Not valid without signature oxt"E BARNSrnBM Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,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 as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: i -2- - jilt (Address o Jo ) Signature o wner Date H Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. T:\KEVIN D\Building Changes\EXPRESS PERMIT\EXPRESS.doe Revised 061313 I - Commonwealth of Massachusetts �� -Sheet Metal Permit it _ . api� I- Parcel �p Date': 6- 0.1 /6® RESSPERMQ 1. Estimated.Job.:Cosi:S. J U L 17 2 3 A Permit Fee: $ Plans Submitted; YES NO Plans Reviewed: YES NO- TOWN OF BAR STABLE Business License# Applicant Llcense# 7 S Business Information: Property Owner✓Job-Locatio.n Information: Name: 'L ame: II &M, Street: Street- 2e7 i n►. t, '��l CJ City/Town: City/Town: jj Jjk Telephone:�'S:Q!g ai l (, _17 _ Telepho Photo L.D.required/Copy of Photo I.D. attached: YES NO SiaNIORW J-1/.M-4-unrestricted license I J41 M-2-restricted to dwellings 3-stories or less and commercial up to 10'000 sq. I/2-stories or less Residential: 1-2.family Multi-family Condo/Townhouses Other i Comunercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other. Sgnare Footage:. under 10,000 sq.ft. over.10,009 sq.ft. -Number of Stories: i Sheet metal work to be completed:' New Work: Renovation: HVAC .. Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing I Provide detailed description of work to be done: VI �bOt C.C . C c j .INSURANCE COVERAGE: I'liave a ccirrent jjjjfy insurance policy or its equivalent which meets the requirements of M.G:L Ch.111 Y No❑ If you:have checked yjj�%'indicate the type': coverage by checking the apProp'riate:box below: A liabilityinsurance.policy :other type of indemnity ❑ Bond ❑ OWNER'S_INSURANCE WAIVER: I am aware that the Licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this penpit applicatiop-waivesthis requirement Check One:Only iowner ❑` Agent ❑ Signature.of Owner or Owners Agent f By checking this boib,.l.hereby certify that all of the details and inforinabon 1 have submitted(or entered)regarding this application.are true and accurate to.ttra best of owl'edge and that all sheet inetai work and installations performed undd3 ttie perrtiitissued for this application will tie' in campliance with all pertirientprcv"on ofthe Massachusetts Building Code and Chapte.112 of the General Laws. Duct inspection required.prior to.insulation installation:YES; NO Proeiress Inspections Date Comments Final Inamtiou Date Comments Type.of License: 3y Master rme ❑Master-Restricted . tyfrown ❑Joumeyperson Signature of Licensee 21er4# ❑Joumeyperson Re tricted License Number. y S-S 7 =ee$ ❑ Check at www.massmoyldnl I nspector Signat#e:of Permit Approval The Commonwealth of Massachusetts DepartmentofIndustrid Acddwts Of fice Of Invadg'adoyu- " 600 Washington Street Boston,MA 02111 www.massgovI&a Workers'Compensation Insurance Affidavit:Bainders/Contractors/Electricians/P11lmbers Apiplicant Information Please Print Leffibly Name(Bnsmesslorganizationllndividnai): . •Address: .. - • C*/State/zdp: 0227Z Phone.#: 6c Are:yon an employer?Check appropriate box: a of ia eci , �. I am a general contractar-and I P ) (Ieq��:: > I.am a emgiioyer with ❑ t 6. New ca nstraction . employees(fall and/or part time).*. have hired the sub-contractors _ 2..❑ I am.a•sole*oprictor or.partner- listzd:on 1he•attached sheet. 7. ❑Remodeling ship and have no employees Tie soli-doctors have 8: ❑Demolition working for me fir ay capacity, employees and have workers' 9. ❑Bmlding addition [No wow'comp.insurance comp.insmanoe.t- �) ; 5. ❑ We are a corporation and its 10:❑Electrical repairs or additions officers have exercised their '3.❑ I am a homeowner doing all work 11.❑Phm�bing repairs or additions ' myself [No Worl='camp. r�of exemption per MGL 12.❑ reP Roof MPn drip regaim&j t c.152, §1(4),.and we ban no • employees.[No workers' ❑ � comp.insurance required:] 1*1 'Any appli=t that ehedm box#1 mast also fill out the section below showing tixuvo3s'c=p=ssaS=.pofiayiaf=majon. t Homebameis who s lrart.this afdavitindicating they an doing all`wmk and tua his outside con tsacEois'anistsubmit anew affid-itm�such xCantract=9utchcrk this box must skui ed as additional sheet showing the name of t he sub-eouhaetocs®dstati whcfi=ornot those entities have employees..If d 'mb-contraltos bm c=iployees,&tymmtproviclb&sir worioss-=mp,Glicyn®ber. lam an employer Litt is providing workers'compensation insurance for my employees. Below is the policy and job site information. `np. Insurance Company Name: I Il rY(t (/--C��� b) )a2L 0 Policy#or Self-ins..Lic.#: ( )B q•l 2-$ 1 -7 5 Fxpiration Date: ZO)Y Job Site Address: tl i. I �kJ CWStatm/Mv:_( (r Attach a copy of the workers'compensation policy dedarafion page'(sbowing the policy number and expiration date). Faib=,to secure coverage as required m>der Section 25A of MGL e. 152 can lead to the imposition of minimal penalties of a fine up to$1,500.00 and/or one-year=pmonmm& as we U as civil penalties in the form of'a STOP WORKORDER and a fine of up to-$250.00 a day against.tht violaton Be advised that azapyof this.stafeme it may be forwarded to tha Office of hwestigations:of the DIA.far..msmanee coverage verification. I do hereby certify art penalties of perjury that fie informadon provided above is true and correct Signature: Date: I Phone#: v_q Pfficial use only. Do not write.uc this area,.tb be completed by city or town officiaL :City.or Town:. P'ermWLii:e=e-' -Issaing Authority(circle one): 'A.Bo.ar•d of Health. Z.B ' ' ins peparlment:3.C ity/Town al In Clerk 4:Blectiicspector.5:.Plumbing Inspector or Other Contact Person: Phone#h i I 1 r Town of Barnstable Regulatory Services �a"RN � Richard V.Scali,Director 1639. �0 0. 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 Owner Must Complete and Sign This Section If Using A Builder S j-e'Ite , as Owner of the subject property hereby authorize /"e T S'�V sf K to act on my behalf, in all matters relative to work authorized by this building permit application for. Z 0 7 (Address of Job) '*Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print,Name Print Name ✓ -7 7 Date QTORMS:O WNERPERMISSIONPOOLS Town of Barnstable Regulatory Services 1 ���it+E roryy Richard V.Scali,Director Building Division r t " Ra8xsz'asIL4 Tom Perry,Building Commissioner Mass. s6;� ��� 200 Main Street, Hyannis,MA 02601 QED a www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OR HOMEOWNER Person(s)who owns a parcel of land on which he/she resides.or intends to reside, on which there is,or is intended to be, a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner" shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. I Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.1S) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor_ The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a formlcertification for use in our community.6y Q:\WPFILESWORMS\building permit formslEXPRESS.doc Revised 061313 I Mass. Corporations, external master page Page 1 of 1 William Francis Galvin Secretary s Oa oftheCommonwealth ofMassachusetts OA Corporations Division Business Entity Summary ID Number: 900440308 Request certificate ( New search Summary for: QUALITY MECHANICAL SYSTEMS, LLC The exact name of the Domestic Limited Liability Company (LLC): QUALITY MECHANICAL SYSTEMS, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 900440308 Old ID Number: 000915021 Date of Organization in Massachusetts: 01-23-2006 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 143 GREAT NECK ROAD City or town, State, Zip code, WAREHAM, MA 02571 USA Country: The name and address of the Resident Agent: Name: PETER SAVARY Address: 143 GREAT NECK ROAD City or town, State, Zip code, WAREHAM, MA 02571 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER PETER SAVARY 143 GREAT NECK RD. WAREHAM, MA 02571 USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address http://corp.sec.state.ma.us/CorpWeb/CorpSearch/C6rpSummary.aspx?FEIN=9004403 08&... 6/30/2014 I COMMONWEALTH OF MASSACHUSETTS T' SHEET METAL WORKERS. .. AS A MASTER-UNRESTRICTED l ISSUES THE ABOVE LICENSE TO: i i I .PETER, J . SAVARI' #� ( 143 GREAT NECK RD WAREHAM MA 02571 242E 4557 09/28/14 240878' • . �MA�SISACHtU--___�_----__. --� DRI ER'S pi OP LIC NSE 9a ENO qtl NUMBER .� F+ _ - jF,01 NONE , f rax sy a: +—_ 1 A55A (` c»S0 1�s�1�1;'R NE 15 SFX.M tfi GT J~�S V. i2 PETER i a 143 GREAT NECK AD i WAREHAM, <Ljo bq t MA 02571-2426 _ 02-I012 Rev 07• 2009 DATE(MMODIYYY I) CERTIFICATE OF LIABILITY INSURANCE 6/30/2014 THIS CER` IFICATE 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 endorsements . PRODUCER - CONTACT NAME: g Mar aret Viera Morse Insurance enc Inc. PAC (508)748-9577 FAX (508)748-9579 y r A/C No El: AIC No: 354 Front Street EMAIL .maggieviera@morseins.com .Suite 4 INSURER(S)AFFORDING COVERAGE NAIC E Marion MA 02738 INSURERAMain Street America Assurance 29939 INSURED INSURERBNGM Insurance Company 14788 QUALITY MECHANICAL SYSTEMS LLC INSURERC:Travelers Indemnity Co of CT 25682 143 GREAT NECK RD INSURER D: INSURER E: WAREHAM MA 02571-2426 INSURERF: COVERAGES CERTIFICATE NUMBER:2013 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 TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLISUBIR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSP VVVD POLICY NUMBER MMIDDfYYYY MMIDD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE 0 RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 500,000 A CLAIMS-MADE �X OCCUR 5432 1/7/2013 1/7/2014 MED EXP(Any one person) $ 10,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY JECT LOC $ AUTOMOBILE LIABILITY (Ea a dentINED SINGLE LIMIT B ANY AUTO BODILY INJURY(Per person) $ 250,000 ALL OWNED X SCHEDULED 5432 1/7/2013 1/7/2019 BODILY INJURY(Per accident) $ 500 000 AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ 250,000 X HIRED AUTOS M AUTOS (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ C WORKERS COMPENSATION TO STATUS X ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $ 500 000 OFFICERIMEMBEREXCLUDED? B4128TO73 1/7/2013 1/7/2019 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 500 000 lies describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Peter Savary is included for coverage on the worker's compensation policy. CERTIFICATE HOLDER CANCELLATION (508)790—6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis, MA 02601 rgaret Viera/MMV �+ 1 4.a.�.— LJ W^--- ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CM R 5301.2.1.1)' 207 TOWER HILL ROAD OSTERVILLE, MA Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust).................................................................. .................................................110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 2 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ..................................................12<_12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q BuildingWidth,W ...............................................................(Fig 3).................................................. 26 ft <_80' Q BuildingLength, L ..............................................................(Fig 3)...................................................78 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4).....................................................3 5 3:1 Q Nominal Height of Tallest Openingz ...........................................(Fig 4)..................................................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry.................................................................... ................................................................ N/A 2.2.ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)..................................7................ 32 in. Q Bolt Spacing from end/joint of plate .............................(Fig 5).........................................12 m.5 6°—12' Q Bolt Embedment—concrete.........................................(Fig 5)..................................................7 in.?7" Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_ 15" N/A PlateWasher................................................................(Fig 5)...............................................>_3"x 3"x'/<" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)......................................................9 ft:5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft 5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft 5 d N/A Floor Bracing at Endwalls...................................................(Fig 9).................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)............................................—ft 5 d N/A I r AWC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 C M R 5301.2.1.1)' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11)............................................. ft?W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection (no.of 16d common nails)..............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)..............................................................3 Q Load Bearing Wall-Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.<_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_11' Q Full Height Studs (no. of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................9 ft 0 in.<_12' Q Sill Plate Spans.... .......................................................(Table 9).................................. ft in.<_ 12" N/A Full Height Studs(no.of studs)....................................(Table 9).................................... ...... ............3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"s 6'8" Q SheathingType..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................91% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest O enin z "< SheathingType......................................7.......(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)...................................................... 17% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ Q 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Roof Overhang ................................................... (Figure 19)...............2/3 ft<_smaller of 2'or U3 0 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf 0 Lateral.............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)................................................S=77 plf 0 Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T=_plf N/A Gable Rake Outlooker......................................... (Figure 20).............. ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L=_lb. N/A Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................518 in. >7/16"WSP 0 Roof Sheathing Fastening............................................(Table 2)...........................................................8d 0 207 TOWER HILL ROAD MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW', APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a......................................................Steel Straps per Figure 5 b......................................................20 Gage Straps per Figure 11 c...................................................... Uplift Straps per Figure 14 d......................................................All Straps per Figure 17 e......................................................Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a...................................................... From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b......................................................Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i........... Panels shall be installed with strength axis parallel to studs. ii...........All horizontal joints shall occur over and be nailed to framing. iii...........On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv...........On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. .......Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph. Wind Zone Massachusetts Checklist for Compliance (780CMR5301.2.1.1)' 5h9 IETJ THIS EDGE REM ON FRAMING USE W NAILS AT 610.E --..---------- 1-I 11 11 11 11 11 1 11 1 it 11 11 I 11 11 11 11 11 11 11 11 11 11 11 M 1-I 1 1 11 11 O 1 11 Il - 1 ..tt 11 11 N 1 14 Y 11 li, 1 ' Il � 11 11 Q 1 It m I l 0 1 1 Z m n l � Q 11 11 Ir OQ 11 Ir 1 ' W X I W 11 11 g 1t Z 11 11 0 II a 11 r 7 1 a u 1 1 u i'e ¢ 1 I Q I I i t W I (� II 11 H la r n rl rl it I 11�------r I y. n 11 t 401.10LE SAGE `-- NAILSPACING ----- + F PANEt d 1 v 31 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78o CM 5301.2.1.1)' CC Z 1 I I ' I t� I , JJ aa u 1F io RAMING MEMBERS F I I i EDGE,,,E,,ME,.TE �~ 1 1 1/ I i I I , I i -- ---L- I 1 - --f -- -moo STAGGERED 3'MN. 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JF, ..-..... 12...7G* ..__..`.........� 4C....__ ................ S.0 .....Q.q,.9 z,' _._ Z_•.Co .._0.1<_ i Dec. 27. 2013 2: 33PM Nstar. No. 3022 P. I ONSTAR One NSTAa Way EL EC TR/C Westwood,Massachusetts 02090 GA S December 27, 2013 Colleen Bassett 207 Tower Hill Road Osterville, Ma 02655 RE: 207 Tower Hill Road, Osterville, MA Dear Ms. Bassett: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of December 18, 2013, the electric service to 207 Tower Hill Road, Osterville, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (781)441-3341. Xinda rely, Tavares New Customer Connects national rid December 18,2013 To: Chad Hill Re: 207 Tower Hill Rd This letter is to notify you that after our investigation it has been determined that there is No Gas service @ 207 Tower Hill Rd, Osterville,MA. If you have any questions please feel free to contact me at 781-907-2926 Sincerely David Bregoli GAS CUSTOMER FULFILLMENT National Grid 40 Sylvan Rd Waltham, Ma 02451 781-907-2926 Crt,mrFl;RV.rLLI,'-.OSTF.RVIL..I,E-M.4,RST(>,N-',S Il'u.; WATER:DEPARTMENT' PO-136069- 0-2-6.15 ..................................... OFf;I(:F-oF BOARD OF WATER CO.NfMiSSIONENS NVATIER 04r Tel 508-428-6691 F\ SO&A28-3598 DE plr.' Via fax December 12, 201.3 Town of Barnstable Building Department. 367 Main Street Hyannis, Ma 02601 Re- 207 Towerhill Rd.-Osterville Dear Mr. Perry: Please find this letter as notice of termination of the water service to'the above residence. The owner plans to rebuild and service will be restored at the he appropriate time. Should you have any questions please call, Sincerply, Craig A,.-'.Crocker Superintendent Cc* Hosteter realty A w Bk 18565 Pg116 �35901 05--07-2004 c'1 03=46p QUITCLAIM DEED KNOW ALL MEN, that I, DIANE M. BERNE, also known as DIANE J. BERNE, Trustee of the VROOM FAMILY REALTY TRUST under a Declaration of Trust dated December 3, 2003, and recorded at Barnstable County Registry of Deeds on December 10, 2003 at Book 18015, Page 169, with a mailing address of 3669 Amelia Avenue,The Villages,Florida 32162, for and in consideration of THREE.HUNDRED TEN THOUSAND AND 00/100 ($310,000.00)DOLLARS paid hereby grant to: COLLEEN M. BASSETT Individually of 6 Chayne Gardens, Flat 6, London, England, with QUITCLAIM COVENANTS, the land in Barnstable(Osterville),Barnstable County,Massachusetts;bounded and described as follows: Bounded on the North by land of Leroy Hopkins et ux, one hundred fifty-one and 20/100 (151.20)'feet; Bounded on the East by Tower Hill Road,one.hundred three'and 83/100 (103.83)feet; Bounded on the South 'by land of George C. Carven, one hundred twenty-seven and 73/100 (127.73)feet; and Bounded on the West by land of George Scott, formerly of John B. Lebel, ninety-six and 96/100 (96.96)feet. Be any or all of the said measurements more or less, or however otherwise the granted premises may be bounded,measured or described. Property Address: 207 Tower Bill Road,Osterville,Massachusetts 02655 For title see deed dated December 3; 2003 and recorded-at Book 18015, Page 168 in Barnstable County Registry of Deeds. The undersigned hereby certifies as follows: 1. I am the sole Trustee of said Trust; 2. Said Vroom Family Realty Trust has not-been altered, amended or revoked and is in full force and effect; 3. All of the beneficiaries of said"Trust are of full age and legal capacity and under no disability or incapacity. 05/03/2004 15:56 5087786B66 RHL LAW Bk 18565 Pg 117 #35901 4. All benef cranes of Vroom Family Realty Trust have assented to the sale of the premises at 207 Tower Hill Road, OstervMi e, Massachusetts for the consideration recited herein,i.e., $310,000.00. IN WITNESS 'WHEREOF, DIANE BERNE, also lamwn as DIANE J. BERNE. Trustee,hereto sets her hand and seal this day of May,2004. w t 4n . erme aWa Diane J.Berne STATE OF FLORIDA County: Sumter On this day of May, 2004, before me, the undersigned notary public, personally appeared DIANE. M. BERM, also know as DIANE J. BERNE, as Trustee, proved to me through satisfactory evidence of identification, why was t BSc , to be the person whose name is signed on this document, and•aclaaowledged to me that she signed it voluntarily for its stated purpose. Notary Public My Commission Expires: "+ RONI FlNK ,- MY COMMISSION H DO 015688 EXPIRES:APd 5,2005 .rn( Bonded ThN Noteri Pubb Ue&m&M nASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 05-07-2004 D 03:46vn CtIt: 2157 Doc:: 35901 Fee: $IY060.20 Cons: $3101000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 05-07-2004 8 03:46vm MA: 2157 Doc`.: 35901 Fee: $706.80 Cons: $310,000.00 BARNSTABLE REGISTRY OF DEEDS r � Taylor Design Associates, In.c. P. O.-Box 1313 Forestdale. MA 0264 AuL'ust 20. 2014 Mr.Kevin Werner Fine Line Design 8 West Bay Road Osterville. MA 02655 RE: Residence 207 Tower Hill Road Oster-ville, MA Dear Mr. Wemer, The design of the roof ridge that spans .16 feet over the family room complies «rith the structural requirements of the Massachusetts State Building Code, 8'' Edition. The beam is 1 — 1 3/"x16" LVL, engineered lumber;beam. The approved stamped building pen-nit submission dra\vings indicated this beam. S nc ely, AYL to IZ..Grego F or. Eric. :ii==i;:O � � OF t TAYLOR DESION _ � 14, Cti_CK=.:)3Y A T ri DF ?AT y o L F Zp ,4tGL PL,- Z tt- Zg co P 3� .4., ZSoo S o 74 --j S Z f CG /L l7L 43 Z Pc.F} 317 PL 0 34 70 f„4c47ck . CF 1ME Tp� I� ��\ Town. of B amstaa )16 • Regulatory Services BABNSTABLE. „ M 3 Building Division ':F r 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice - Type of Inspection ' Location r)-'ID �'7 ` W 15p Permit Number +•""Owner l'T 4 US4Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting1)o�7 qA/ �E 1!� L) r ILL LL l b LDS u o r + 770 r4 Please call: 50 -862-4038 f r re-inspection. Inspected by Date i ) • J - -- � u�e� .�.., _ µFa � 207 Tower Hi11 Rd; Osterville 7/22/14 �- - t ram. u s , F j 7 t A z w Y O �t CD CL a t /e Fy i � I + a � d: i1 6 t• �11 r -�� 207 Tower Hill Rd, Osterville- �.; �• 'may .. �' �' .a C Ap F , 40 E � � ' ., �el��' �� :�ti' �.9. 1- ! I�- 1. t J � �`T{� *� �t ! �•� `i � L ,` Qzi L - � y ,� .r�+;+'S.^�`' ♦.,tea. .�"�b �; _, �`l. X .`.,�. � , /� 1 .� - �• � � � t i t� ,!r �r� � ..a � R t-� ` • -ye �., _ '.. «+ '`� � +� +1 a � d , '" ha• * Y% "� Mi ,,h2'07,Tower.HilI Rd, Osterviile. •. � :� : , -1�// 7/2241.4� ., n r '.1 F L v 5 S 3F i Tf 267 • - Maio- - rville 7/22/14 i n ` t r., h �v a 1� ti i CENTERd.IL.LE-.OSTE12dTL.Lr4,-M RSTONS.MILLS WA TER DF...PARTM ENT PO Bb.X'369-1138 A� km STur -:'v TO OF �f�1ST�� LE 0S_VER:VILI,H:,AAA t13635 ------------- _23[_�.CC?:ti 7013 aIr 12 Pr 3: 20 BOARD(WWA.I`ER C(AflA4iSS10\_E)2S SAYATER SL'0FRIV7'E:ti()E I' Tel 508-428=6691 EN- 5fl8"428-3508 DI V ISIC)'t � b4( TPcFt 11e $q.,PERT.Iw Via fax' December 12, 201.3 Town of Barnstable Building Department 367 Main Street Hyann.is;. Ma 026.01 Re: 207 Towerhill Rd.-Oste.rville. Dear Mr. Perry:- Please find this. letter as notice of termination of the water service to the above residerice, !he owner plans.to rebuild and service will be restored at the appropriate time.. Should you.have-any questions please call:. I Sincerely; Craig..A:,-:Crocker Superintendent: Cc: Hosteter realty REScheck Software Version 4.5.0 Compliance Certificate qD Project 207 TOWER HILL ROAD Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,946 ft2 Glazing Area 11% Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: HOSTETTER HOMES Compliance:Pas ses using UA trade-off Compliance: 3.7%Better Than Code Maximum UA: 381 Your ILIA: 367 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Ceiling 1: Flat Ceiling or Scissor Truss 1,500 38.0 0.0 0.030 45 Ceiling 2: Cathedral Ceiling 446 30.0 0.0 0.034 15 TOTAL WALLS:Wood Frame, 16" o.c. 2,682 21.0 0.0 0.057 132 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 258 0.310 80 Door 1: Solid 63 0.280 18 Door 2: Glass 42 0.310 13 TOTAL FLOOR:All-Wood J oist/Truss:Over Unconditioned Space 1,946 30.0 0.0 0.033 64 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 207 TOWER HILL ROAD Report date: 01/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\207 TOWER HILL.rck Page 1 of 8 L� i CREScheck Software Version 4.5.0 �J( Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Recl.ID 103.2 ;Construction drawings and ❑Complies [PR1)1 .documentation demonstrate ❑Does Not energy code compliance for the ;building envelope. []Not Observable ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 1documentation demonstrate 1 ❑Does Not [PR311 !energy code compliance for I lighting and mechanical systems. ❑Not Observable !Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the commercial code. 403.6 Heating and cooling equipment is; Heating: ; Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr I Btu/hr -❑Does Not on loads per ACCA Manual J or ® other approved methods. Cooling: Cooling: ;❑Not Observable Btu/hr 1 Btu/hr :❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 207 TOWER HILL ROAD Report date: 01/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\207 TOWER HILL.rck Page 2 of 8 i 2009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. :❑Does Not i ;❑Not Observable :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 ; Low Impact(Tier 3) Project Title: 207 TOWER HILL ROAD Report date: 01/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\207 TOWER HILL.rck Page 3 of 8 Sections' Plans Verifietl �,Field yerified�s #' framing/Roug'h-In Inspection Gomplies? Corimm en,,ts/Assumptions` & Req.ID Value Value _ 402.1:1, ;Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FR1]1 :(-)Not Observable ; , ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U U- . ;❑Complies ;see the Envelope Assemblies 402.3.1, ;average). :❑Does Not ;table for,values.' 402.3.3, 402.5 `j❑Not Observable [FR211 UNot Applicable 303.1.3 ;U-factors of fenestration products ❑Complies. [FR411 ;are determined in accordance ,` �,4' w. ❑Does Not with the NFRC test procedure or I !taken from the default table. :4 ❑Not Observable + ❑Not Applicable 402.3.5 ;Sunrooms enclosing conditioned U U-_ ;❑Complies [FR811 space have a maximum ;❑Does Not i fenestration U-factor of 0.50 in ;Climate Zones 4-8. New glazing ;❑Not Observable separating the sunroom from :❑Not Applicable ±conditioned space must meet ;code requirements. 402.3.5 ;Sunrooms enclosing conditioned ; U- U ;❑Complies [FR9]1 :space have a maximum skylight :❑Does Not U-factor of 0.75 in Climate Zones 4-8. ❑Not Observable � j❑Not Applicable 402.4.4 1 Fenestration that is not site built ❑Complies ; [FR2011 I is listed and labeled as meeting a Bi' ❑Does Not 1AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC ;- . `~w f []Not Observable ; 400 that do not exceed code ! s ❑Not Applicable limits. _ 402.4.5 IC-rated.recessed lighting fixtures w _ ❑Complies [fR16]2 sealed at housing/interior finish x „� ❑Does Not and labeled to indicate:52.0 cfm ' leakage at 75 Pa. ❑Not Observable ew _ ❑Not Applicable 403.2.1 ;Supply ducts in attics are ; R-. R- ;❑Complies [FR12]1 insulated to >_R-8.All other ducts R_ R_ ❑Does Not . i in unconditioned spaces or , ;outside the building envelope are ;(:]Not Observable I insulated to >_R-6. j❑Not Applicable . 403.2.2 ;All joints and seams of air ducts, ❑Complies ; [FR13]1 !air handlers, filter boxes, and ❑Does Not I building cavities used as return ;ducts are sealed. ❑Not Observable ; ❑Not Applicable 4032 3a Building-cavities are not used for `x ❑Complies r� [-R1]3 supply ducts. ❑Does Not []Not Observable . ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- R- ❑Complies [FR17]2 above 105 QF or chilled fluids UDoes Not below 55 QF are insulated to>_R ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies ; [FR181z :;. pipes-are insulated to.R-2. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact,(Tier l) 2 Medium Impact(Tier 2) 3 j Low Impact(Tier 3) Project Title: 207 TOWER HILL ROAD Report date: 01/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\207 TOWER HILL:rck Page 4 of 8 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ; ❑Complies ' [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ' ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 207 TOWER HILL ROAD Report date: 01/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\207 TOWER HILL.rck Page 5 of 8 Sectiori Plans VerifietlField Verified- � #•: ;Insulation Insp'echon �Comphes? Comments/Assumptions & Req.ID Value- ;Value All installed insulation is labeled ❑303.1 Complies , [IN13]2 or the installed R-values4 ❑Ooes.Not CAA provided. Not Observable ❑Not Applicable 402.1.1, 1 Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 [IN 1]1 ;❑.Steel ❑ Steel :❑Not Observable E)Not Applicable 303.2. ?Floor insulation installed per. ❑Complies • E. t 402.2.6 manufacturer's instructions,and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor. �. . ❑Not Observable ; ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a;, R- R- OComplies ;See the Envelope Assemblies 402:2.4, mass wall with at least 1/2 of the Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.5 !wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass El Mass ❑Not Observable requirement applies. ❑ Steel ❑ Steel I❑Not Applicable OR 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]1 !manufacturer's instructions. ❑ Does Not sJ . . ❑Not Observable ❑Not Applicable 402.2.11 ;Sunroom wall insulation has a R R- �;❑Complies ; [IN8]1 i minimum R-value of R-13. New ❑Does Not ;walls separating the Sunroom ;❑Not Observable ;from conditioned space must ;meet code requirements. j❑Not Applicable 303.2 i Sunroom wall insulation installed ❑Complies .M, ; [IN9]1 !per manufacturer's Instructions "1] ❑Does Not 0) ?' ❑Not Observable ❑Not Applicable 402.2.11 ;Sunroom ceiling minimum R ; R- ❑Complies ; [IN10]1 ;insulation R-value of R-19 in :❑Does Not !Climate Zones 1-4, and R-24 in Not Observable ;Climate Zones 5-8. ❑❑Not Applicable 303.2 Sunroom ceiling insulation is ❑Complies [IN11]1 i installed per manufacturer's ! ❑Does Not i instructions. a ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 207 TOWER HILL ROAD Report date: 01/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\207 TOWER HILL.rck Page 6 of 8 Section Plans Verified Field Verified # FinalInspection Provisions Value Value Complies? Comments/Assumptions &_Req.ID 402.1.1, ;Ceiling insulation R-value.Where R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, > R-30 is required, R-30 can be ❑ Wood ;❑ Wood UDoes Not ;table for values. 402.2.2 used if insulation is not ❑ Steel ❑ Steel ;❑Not Observable [FI1)1 ;compressed at eaves. R-30 may f I be used for 500 ft'or 20% ;❑Not Applicable (whichever is less)where sufficient space is not available. 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 !manufacturer's instructions. i ❑Does Not [F12]1 :Blown insulation marked every 300 ft'. ❑Not Observable ❑Not Applicable 402.2.3 ;Attic access hatch and door R- R- ;❑Complies ; [F13]1 I insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable ' 402.4.2, ;Building envelope tightness ACH 50 = ; ACH 50= ;❑Complies 402.4.2.1 (verified by blower door test result: ❑Does Not [FI17]1 !of<7 ACH at 50 Pa.This ;requirement may instead be met ; ; ❑Not Observable , ,via visual inspection, in which ;❑Not Applicable I case verification may need to occur during Insulation Inspection. ; 402.4.3 Wood-burning fireplaces have ❑Complies [FI8]2 gasketed doors and outdoor ❑Does Not combustion air. Q ❑Not Observable ❑Not Applicable 403.2.2 ;Post construction duct tightness ; cfm ; cfm ;❑Complies [FI4]1 !test result of s8 cfm to outdoors, ❑Does Not !or:512 cfm across systems.Or, ❑Not Observable rough-in test result of<_6 cfm across systems or:54 cfm ; ❑Not Applicable !without air handler. Rough-in test: I I I ;verification may need to occur !during Framing Inspection. 403.1.1 Programmable thermostats ❑Complies [FI912 installed on forced air furnaces. ❑Does Not Q ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps. 1 ❑Does Not I ' ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. Q ❑Not Observable j ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools. 1 ❑Does Not �-J ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters IE]Complies [FI19]3 and pumps are present. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1311 Low Impact(Tier 3) Project Title: 207 TOWER HILL ROAD Report date: 01/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\207 TOWER HILL.rck Page 7 of 8 I - Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.9.3 Heated swimming pools have a ;' ❑Complies [F120]3 cover.Covers on pools heated I ❑Does Not over 90 QF are insulated to R-12. " ; ❑Not Observable ❑Not Applicable 404.1 ;50%of lamps in permanent ;-:; ❑Complies [F16]1 ifixtures are high efficacy lamps. []Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ' ❑Complies [F17]z - ❑Does Not " ) IE]Not Observable ❑Not Applicable 303.3 Manufacturer manuals for , - ❑Complies [FI18]3 mechanical and water heating 7 ❑Does Not equipment have been provided. ) W ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 207 TOWER HILL ROAD Report date: 01/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\207 TOWER HILL.rck Page 8 of 8 I 2009 IECC Energy Efficiency Certificate Insulation . Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 Door 0.28 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments r � .III �,[�/"1Z � ��L.t/�t� i • r ' nrnr iJ .I• t n:I rl -r•u•�.r-leu,: ♦ I I Ott •��lar: Iri.rl' urn � I --- - --—-- '-- I t II • U, M - �11� i i �:1: v I •1:1' • S rr 1 " K 111 Ill; �L _1• is.'.�1•• — __ _ �.—__ — ---�. _ — — t. 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DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING tQ FFFM ® CARE ON MONOXIOf Ib1UST BE INSTALLED A�lg MASSACHUSETTSgH pf# a QQ I I I I I I I L___j Q REAR ELEVATION i SCALE: I/4" I'-O° / � w_ p 3-L > > w w 12 4� i ® ® SPIFFY I OF 8 1 � IL I L-__J L_--J I I I I I RIGHT ELEVATION LEFT ELEVATION I I JOB:_ IU U KH DRAWN BY: KW SCALE: 1/4" 1'-0" SCALE: 1/4' - 1'-0" REVISED: I/28/14 DATE: I/5/14 0 78'-0' • 20-0' 14'-0' • .. 2'-10' 29'-2' 1'-8' 5'-4' 7'-0. B'-I' 7'-6' 17'-3' 8-2' I . o0 PECK IE AND.2432-2 AND.2 -2 _ AND.I 24314-4 29 //---J 10 B'-10Ld " 1 1 1 -- T KITCHEN I IN gW�o ' 3 m _ O —' - --------------- ao BRoor, //•((�\ - ISLAND CLOSET 2 yJ MASTER ib i d) REF. 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R30 FIBERGLASS INSUL. 4'COF1C.SLAB FIRST FLOOR_0 ..—..—. W.I�.6/.B.'_LAG.BOLTSJ6'1LC._.._._____.._..—_.___—___.._.._.. __—___..—. —____.—_._..—.._._—..—..—.. .._..__._.__.._.. 91nT B 2x10'S 6 16'O.C. 'L .—.. P.T.2X6 SILL.SILL SEAL PST�� .—.—. ANCHOR AT 32 D.C.—(3)2x10 GIRDER +' 9'_O• STAIRSI I I II I I 46'CONC. 3-2z12 ARRI BASEMENT IER9 \ (2) CC RS REBAR TOP,BOY TTP. I I l P U 19'_4. - L_J 9 In'LALL7 COLUMNS B'z7'-9'CONC.WALLS 26'-0. 3 In'LALLCONC SLAB (2)g REBAR TOP♦BOT TYP. DAMP PROOF BELOW GRADE 0 W-O' NI O 26'-0' Q GROSS SECTION "AIL CROSS SECTION "E311 _ "a SCALE: 1/4" - V-0" SCALE: I/4" - I'-O" �/ Z w — Q u b t SHEET 5 OF 8 L-5-2 .......... ..... JOB: 1301 DRAWN BY: KW REV15ED: 1/28/14 DATE: 115114 ��Vt��-OZ-d-gOS 'SNOHc1 Nt>-Id U_ m m Y SSSZO `dW `STIA*M31S0 Cl`d0Z:i ;`dl@ 1.SSM 9 ` ' 1 �TT b'W '31-11A� 42150 co M-DISHQ EMIEM64 CJVO?1 -1-11H 2GM01 L0Z: N 3 W ono 0 C4 0 W - N W .0-,9L L Cn u FO O� w �f • LLJ a tea• �O NCZ m6= Wup N I I II�JJpYY 1 • 1 II o Z I a I J W Al V � Z nAI.Y/I b(L) I lL o -lA1.Y/1 b(L) I Q . 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EDGE AND FIELD CORNER TO CORNER ' A OVER MULTIPLE OPENINGS � O DOOR TRIMMER STUDS I H2.5 0 EA. RAFTER 2-5/5'ANCHOR BOLTS II TOP PLATE RS O O w/3'v3'PLATE WASHE II EACH NARROW WALL SECTION _I1 h ®RAFTER TO PLATE CONNECTION O SCALE:N.T.S. Qa }O I NARR01141 HALL BRACING AT GARAGE DOOR L� SCALE:N.T.S. r DOUBLE ROW STAGGER NAILING INTO BOTH PLATES ' 2r6 DEL TOP PLATE VERTICAL NAILED UR4L PANEL NAILED Bd COMMON 0 3'O.C. EDGE - AND 12'IN FIELD r JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING VERTICAL COMMON NAILS BOX NAILS - DOUBLE ROW STRUCTURAL PANELS Q STAGGER NAILIN - BREAK ON SECOND FLOOR O ROOF FRAMING INTO eorH PLATES RIM JolsT Q 2.6 DEL TOP PLATE BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-IOd EACH END RIM BOARD TO RAFTER(END NAILED 2-164 3-I6d EACH END J WALL FRAMING - TOP PLATES AT INTERSECTIONS(FACE NAILED) --T 4-16d 5-I6d AT JOINTS SECOND FLOOR W STUD TO STUD(FACE NAILED) 2-16d 2-I6d 24'O.G. - RIn JOIST HEADER TO HEADER(FACE NAILED) I6d 16d 24 O.C.ALONG EDGES VERTICAL VERTICAL Z STRUCTURAL PANEL STRUCTURAL PANEL 1.1 FLOOR FRAMING NAILED M COMMON NAILED Bd COMMON W O 3'O.C. EDGE a B.O.C, EDGE JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 4-I0d PER JOIST AND 12"IN FIELD AND 12"IN FIELD J BLOCKING TO JOIST(TOE NAILED) 2-Bd 2-IOd EACH END O BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-I6d EACH BLOCK W LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-I6d 4-I6d EACH J015T JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-I0d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-I6d 4-I6d PER J015T BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d PER FOOT Q O U ROOF SHEATHING DOUBLE ROW DOUBLE Row ST WOOD STRUCTURAL PANELS AGGER N41LIY II STAGGER NAILING RAFTERS OR TRUSSES SPACED UP TO 16'O.C. ad IOd 6'EDGE/6"FIELD INTO BOX AND SILL INTO BOX AND SILL RAFTERS OR TRUSSES SPACED OVER 16'O.G. Bd IOd 4'EDGE/6'FIELD GABLE END ALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Bd IOd 6'EOGE/6'FIELD `1 GABLE ENDwALL RAKE OR RAKE TRUSS w/STRUCTURAL Ed IOd 6'EDGE/6'FIELD OUT LOOKERS li II GABLE ENDwALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Bd IOd 4'EDGE/4'FIELD , CEILING SHEATHING GYPSUM WALLBOARD 3d COOLERS - 7-EDGE/10-FIELD SHEET B OF B �I WALL SHEATHING r WOOD STRUCTURAL PANELS Bd IOd 6'EDGE/12'FIELD STUDS SPACED UP TO 24'O.G. 1 /6';'AND��FIBERBOARD PANELS Bd - 3' EDGE FIELD ' )j'GYPSUM WALLBOARD Sd COOLERS - 7'EDGE/10'FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS FULL HEIGHT SHEATHING —SINGLE FLOOR FULL HEIGHT SHEATHING —MULTI FLOOR I'OR LESS Bd IOd 6' EDGE/I'FIELD O SCALE:N.T.S. SCALE:N.T.S. GREATER THAN V IOd 16d 6-EDGE/6' FIELD - JOB: 1301 DRAWN BY: KW REVISED: 1/20/14 DATE: I'— ( SMOKE DETECTORS REVIEWED' VfVA ILDI DEPT. DATE . I �� �°AsO.y.Oyvia f FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING BUILDING DEPT. 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T r (2)9 1/4 LKs D Z 3 a �6R m m 207 TOWER HILL ROAD F �` DESIGN W IN L11�IL OSTERVILLE, MA �-' 0 8 WEST BAY ROAD OSTERVILLE, MA 02655 � o10 PLAN PHONE: 508-420-1296 A i I I II II MAR WALL ° tr-•• n II n II — \ D a TC as II aIB mMOM" II a — o' — � II II II II e � II II •'�• II II _ II II II II — 1 vat 1 O vil ^ D Y a A 8 O $ a o D • Z Y�I< 1 jaa f q 8•-0- 1�•-O' I]w m m zoo TOWER HILL ROAD FINE LINE DESIGN OSTERVILLE, MA 4 +1 8 WEST BAY ROAD OSTERVILLE, MA 02655 � otoPLAN PHONE: 508-420-1296 A Ln Lc) c0 N EXTEND NOR TO CORNER 2.5 DBL TOP PLATE 0 FULL MGT.STUDS z Q JACK STUD TO MAIL TOP OF wn ,�) APPLY SIMPSON NSTA18 CONNECTOR u0u /�� W/2 ROWS OF ISd NAILS ON THE INSIDE FACE OF HEADER O 3'O.C. TO EACH JACX STUD T^ w NAARED ad COMMON ANEL IEAOEN TINUOUS HEADER �1 O 3'O.C.EDGE AND FIELD CORNER TO CORNER RAFTER O l6'O.C. rTl J O OVER MULTIPLE OPENNCS TRIMMER STUDS A LL_ V A H2.5 O EA RAPIER w LXJ 2- ANCHOR/3 3 PLATE WAASMOTS TS TOP PLATE v, O EACH NARROW WALL SECTION I - O 1 Ii u, Q Li O RAFTER TO PLATE CONNECTION r O z SCALE: O ONARROW WALL BRACING AT GARAGE DOOR SCALE:N.T.S WNO ZONE WALL COMPLIANCE: DOUBLEc ROW / .� . W- 26S OF EACH WALL RUN STAGGER MAwxG T, VERTICAL SHEATHING NTH INTO BOTH RATES 8d NAILS 3•EDGE/12-FIELD 2.0 OBL TOP PLATE (4)16d NAILS PER FT BOTTOM PLATE 17X OF EACH WALL RUN �r-� VERTICAL SHEATHING NTH W ' 80 NAILS 3-EDGE/12'FIELD (4)16d NAILS PER FT BOTTOM PLATE VERTICAL +.v �.�• STRUCTURAL PANEL •'.p. NAILED Bd COMMON - O 3'O.C.EDGE 'AID 12'IN MELD JOINT DESCRIPTION NUMBER a NUMBER OF NAIL SPAONG .VERTICAL COMMON NAILS BOX NAILS DOUBLE ROW 'STRUCTURAL PANELS STAGGER NAILING BREAK ON SECOND FLOOR INTO BOTH RATES RIM JOIST Q ROOF FRAMING 2.6 Oft TOP PLATE Q BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-IOd EACH END O RIM BOARD TO RAFTER(END NAILED 2-16d 3-160 EACH END WALL FRAMING J cQc TOP PLATES Ai INTERSECTIONS(FACE NAILED) 4-160 S-l6d AT JOMIS SECOND FLOOR J G STUD TO SNO(FACE NAILED) 2-1ed 2-16d 24"O.Q RIM JOIST HEADER TO HEADER(FACE NALED) IBd Ned 24'D.C.ALONG EDGES VERTICAL VERTICAL Li STRUCTURAL PANEL STRUCTURAL PANEL �v J Z FLOOR FRAMING MAILED 8d COMMON: NAILED Eld COMMON IL JOIST TO SILL.TOP PLATE OR ORDER(TOE NALCO) 4-8d 4-1 Od PER JOIST AND 7'CIN FIELD AND WC IN FIELDDGE W J a BLOCKING TO JOIST(TOE NAMED) 2-Bd 2-1oa CACH END R MAI ��v J . BLOCKING TO SU OR TOP ATE(TOE LED) 3-18d 4-16d EACH BLOCK Q IL LEDGER STOOP TO BEAM OR OROER(FACE NAILED) 3-16d 4-16d EACH JOIST ~ Ld JOIST ON LEDGER TO BEAM(TOE MAILED) 3-6d 3-1 OU PER JOST BAND JOIST TO JUST(END NAMED) 3-16d 4-16d PER JUST (n BAND JOIST TO SILL OR TOP RATE(TOE MAILED) 2-160 3-150 PER FOOT o O ROOF SHEATHING CN RUBLE ROW '�. ooLSLE Row WOOD STRUCTURAL PANELS STAGGER NAgJNO II ' STAGGER NNUNC II INTO BOX AND SILL INTO BOX AND SILL RAFTERS OR TRUSSES SPACED UP TD 18'D.C. Bd NCH 6'EDGE/6'FIELD RAFTERS ON TRUSSES SPACED OVER 18'0.C. BO 100 a'EDGE/6'FIELD II ii CABLE ENDWALL RAKE OR RAKE TRUSS./e CIiBIE OVERHANG BO 10Q 6'EOGE/6'FIELD T .� CABLE ENDWALL RAKE OR RAKE TRUSS./STRUCTURAL Bd lod 6'EDGE/6'FIELD OUTLOOKERS 11 GABLE ENDWALL RAKE OR RAKE TRUSS./LOOKOUT BLOCKS Bd 10d 4'EDGE/.'FIELD CEILING SHEATHING . n GYPSUM WALLBOARD SKI COOLERS - I'EDCE/10'FEW ; SHEET 9 OF 9 WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24'0.C. Bd .104 6'EDGE/12'FIELD AND % FX3RBOARO PANELS Be - 3'EBGE/6'FIELD !j GYPSIJY wAL180AR0 x CODERS - r EDCEnO'FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS FULL HEIGHT SHEATHING -SINGLE FLOOR FULL HEIGHT SHEATHING -MULTI FL nnR 1'OR LESS 80 10d 6'CDCEn'FIELD SCALE:KT.S O SCALE.M.T.S. GREATER THAN I' lOd l6d 6'EDGE/6'FIELD JOB: 1301 DRAWN SY: KW ' DATE: 3 11 14 rY' \C V i d t Y I 1 4 I r u g 1 , l INSTALL R15ER5 COVERS TO PIPES TO BE LAID LEVEL FOR 2" LAYER OF DOUBLE WASHED PEA5TONE o WITHIN G" OF FINISH GRADC 2' OUT OF DISTRIBUTION BOX OVER 3/4" 1 V2" DOUBLE WASHED STONE w (5EE PLAN VIEW FOR LOCATIONS) ALL AROUND WATER TEST D-BOX FOR LEVELNESS FLOW Q EQUALIZATION d f O EL. 47.0 - - - _ EL. 4G.5 IA ,< - - Q - - EL. 4G.5 T.O.F. @ , 4° scrl - - - - xx. ' O 4 SCH 40 P�C 40 PVC 4" SCH 40 PVC O EL. 48.0 OP @ EL. 43.7 r� oC T ` p 14 (2) 500 GAL. PRECAST DRYWELLS j v z �-44.00 43.754 Q N INSTALL GA5 BAFFLE 43.37 43.20 BOTTOM @ EL. 4 1 .00 w o w BASEMENT FLOOR IN OUTLET rEE @ EL. 40.5 43.50 43.00 Q DB-5 (H-20) ZONING DISTRICT. RC ' G.5' ZONE OF CONTRIBUTION: WP INSTALL TANK D-Box SALTWATER ESTUARY PROTECTION ZONE 1500 GALLON PRECAST. ON G LAYER OF CRUSHED STATE APPROVED ZONE II SEPTIC TANK STONE BOTTOM T.H. @ EL. 34.5 r GENERAL NOTES 1 . 5EPTIC 5YSTEM 15 TO BE INSTALLED IN ACCORDANCE WITH _ 3 10 CMR 1 5.00: TITLE V II 2. TH15 SEPTIC'5Y5TEM 15 NOT DESIGNED FOR THE U5E OF A GARBAGE DISPOSAL. 3. THI5 PLAN 15 NOT TO BE U5ED FOR PROPERTY LINE DETERMINATION. 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DE51GN ENGINEER FOR ANY REQUIRED INSPECTIONS. 5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ANY UTILITY, ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATION . . . OR CONSTRUCTION. DESIGN DATA w DAILY FLOW. (3) BEDROOMS x I 10 GPD = 330 G;PD ' TBM = EL. 48.0 4G SEPTIC TANK: 330 GPD x 200% GGO GPD J U5E: 1 500 GAL. PRECAST 5EPTIC TANK as "7 DISTRIBUTION BOX: 5) OUTLET DB-5 NAIL SET IN POLE 1 ( 7,3 I r-aa ISOIL ABSORPTION SYSTEM: I I U5E: (2) 500 GAL. PRECAST DRYWELLS LINED 46 I I r w/4' OF DOUBLE WASHED STONE ALL AROUND I I 44 ' 151 .20' I / CAPACITY: o it BOTTOM: 13' x 25' x 0.74 = 240.5 GPD i 1 / 51DEWALL: 7G' x 2' x 0.74 = 1 12.5 GPD DEEP OBSERVATION HOLE LOGS TOTAL: 353.0 GPD \ ' I W TH I I 1 I I DATE: 10-29-201 3 #1 4 I G2 #40 I I 1 TEST BY: D. COUGHANOWRA, CSE �-' 3- - #2� TI1 ' i i WITNESS: D. MIORANDI, HEALTH AGENT ® , I PERC RATE, < 2 MIN./INCH f 100% I #1 I Q O I � EXPANSION I W �i N O O I ' n DEEP OBSERVATION HOLE#I EL. 4G.5 o , a O 113 I AREA L 1 4.3' N ... 4 1 DEPTH SOIL SOIL SOIL COLOR SOIL OTHER f11 L I I FROM HORIZON TEXTURE S1101, !\ I (MUNSELL) MOTTLING C� (fi I V I SURFACE N OF PAS t�� r r C7 a cp I 1- -4G o-3:: o orR3/z �( qs p I I S ��~ rn r � I � m 1 3-4" E LOAMY SAND IOYR3/I PERC TEST @ 52" ��� qC r /Z� I I 4-9" A LOAMY FINE SAND I OYR4/4 24 GAL.<1 5 MIN. _ /�[� �- yG . � r�vEM WOOD A V+ I �, 434' B LOAMY SAND IOYR6/4 /''�0 Df'1f'� � Lr) R _I F' UMBA ' 34-136' C MEDIUM SAND IOYR7/2 y It U "J i ;o N0.3579 rn o �: �-' DECK CP U I >Y Q I 1 P lr r I I ATER SERVICE I c� 1c ;. > 70 \ O I PROPOSED W _.-- � � I I ------- ,' �I,� F 6. 1140 ' DEEP OBSERVATION HOLE#2 EL. 4G:5 ( 1 STEP DEPTH 501L SOIL ' CRAWL5PACE GARAGE FROM SOIL COLOR SOIL OTHER r \ PROPOSED •�- I SURFACE (MUNSELL) MOTTLING i e I 1 HORIZON TEXTURE ER 5LA5 @ DRIVEWAY 1 W I 1^-3' 0 o L AM IOYU/2 3-4' E LOAMY SAND 1 OYR3/I 5 l' ^7 I - 4'-9' A LOAMY FINE SAND IOYR4/4 EL. 4/.•�. . 1 9-34" 8 LOAMY SAND IOYRG/4 i 34-138° C MEDIUM SAND OYR7/2 .,�:. ...a ul ---'- ------------ 3 7.3 r SITE --- SEWAGE PLAN I LOT AREA: I N' I I DEEP OBSERVATION HOLE#3 EL. 47.0 FOR j I DEPTH 501L 501L 501LCOLOP, 501E 207 TOWER HILL RD.., OSTERVILLE, MA I 13543.E S.F. I cn I FRoM OTHER I a SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING - PREPARED FOR Ap SANDY LOAM I OYR4/2 PERC TEST @ 52" 9'-3G" Bw LOAMY SAND I OYRG/4 3G"-1 32' C MEDIUM SAND I OYR7/2 24 GAL.<15 MIN. h OSTETTE R h O M E5 1 27,73' I 4G S 1 1 I I 1 ` 11 I v W I SCALE: DATE: DRAWN BY: II = 20' 1 1 -1 4-20 13 TMW JOB NUMBER: REVISION: 5HEET NUMBER: 44.8 13-025 03- 1 2-2014 5P- 1 I I -� DEEP OBSERVATION HOLE#4 EL. 47.0 44 DEPTH SOIL SOIL 501L COLOR SOIL OTHER WELLED *- A550CIATE5 SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING Ap SANDY LOAM I OYR4/2 I G45 FALMOUTH RD., SUITE F9 I 9��-36" Bw LOAMY SAND fOYR6/4 P.O. BOX 4 17 CENTERVILLE, MA 02G32 36"-132" -C MEDIUM SAND IOYR7/2 TELEPHONE: (506) 328-4G92 EMAIL: trl5weller@cgmall.com NOTE: NO GROUNDWATER ENCOUNTERED IN ANY OBSERVATION HOLE REGISTERED LAND SURVEYORS ENVIRONMENTAL CONSULTANTS Traverse PC , II j