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0180 KETTLEHOLE ROAD
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(508) 8624038 Certificate Of Occupancy Permit Number: B-18-2353 CO Issue Date: 10/29/2019 Parcel ID: 109-038 Zoning Classification: RF Location: 180.KETTLEHOLE ROAD, WEST Proposed Use: Single Family Home BARNSTABLE Name of Tenant: Sprinklers Provided: None Gen Contractor: WILLIAM LIIMATAINEN Permit Type: Residential - Single Family Type of Construction: VB: Any building material permitted by code Design Occupant Load: 0 Comments: 22 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Application number................................................ Old ""' Fee 0�... ......................................... .. ...................... 3 Building Inspectors Initials. .................o...... Date Issued: ..l..Q .�..�....k.. �...................... .. ... .. ........ fMap/Parcel......... ..o.�.....-........OS.............................. TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATIO`N/ ^ PROPERTY INFORMATION - "IVG Address of Project: ISO [Z-a " Ot�,��c,_ Zta�n NUMBER STREET VILLAGE Owner's Name: t�L,- ncl ► 7 gf) CE-'5S-kZ,4-- Phone Number Email Address: rYr.rC eto- �7 `{Q-�Cell Phone Number Project cost$ Check one Residential Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK ❑ Siding ..Windows (no header change)# ❑ Insulation/Weatherization ❑ Doors(no header change)# Commercial Doors require an inspector's review ❑ Roof(not applying more than 1 layer of shingles) Construction Debris will be going to 1A.J I r 11-Ozy— re.o fGlU 3 94S'hQ,-3 'f k:� b mu CONTRACTOR'S INFORMATION Contractor's name Home Improvement Contractors Registration(if applicable)# (attach copy) Construction Supervisor's License# (attach copy) Email of Contractor Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY/S IN vn0 8 AAR icr nerve#A# u1ern0J0ft w eennvw I occnnc w OCIRRA r rw lki ne#CC#►rn APPLICATION.NUMBER........................................................... *For Tents Only,* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide-a site plan with the location(s)of each tent Fuel source being used LP tank 20 lbs. or>Yes No ,if yes, a gas permit is required. Natural Gas Yes No___, if yes,a gas permit is required. If food is being served at-your event please obtain wHealth Department approval between the hours of 8:00am-9:30 am or 3.30 pm-4:30pm. Commercial events may require Fire Department approval: *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE Signature C%t,� Date C� All per pplicadons are subject to a building official's approval prior to issuance. i �Im Town of Barnstable Building t anx� Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept °AM Posted Until Final Inspection Has Been Made. Permit a63p.p�� ,et Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3329 Applicant Name: COSTA, HENDRIGO& MARCELA Approvals Date Issued: 10/07/2019 Current Use: Structure Permit Type: Building-Addition/Alteration- Residential Expiration Date: 04/07/2020 Foundation: Location: 180 KETTLEHOLE ROAD,WEST BARNSTABLE Map/Lot: 109-038 Zoning District: RF Sheathing: Owner on Record: COSTA, HENDRIGO& MARCELA Contractor Name-'- Framing: 1 Address: 286 SUDBURY LANE Contractor License: 2 HYANNIS, MA 02601 Est. Project Cost: $0.00 4 Chimney: Description: Build Exterior rear back staircase(back deck) Permit Fee: $85.00 Insulation: Fee Paid:ff $85.00 Project Review Req: Date: / 10/7/2019 Final: f Z� uvv Plumbing/Gas Rough Plumbing: Building Official F Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within.six months afteyssuance. All work authorized by this permit shall conform to the approved application and thelapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This 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 Final Gas: work until the completion of the same. I i J� C The Certificat of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical e Minimum of Five Call Inspections Required for All Construction Work: Service: j 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue liningis installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: 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. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. 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 g. ❑Demolition workingfor me'in an capacity. employees and have workers' Y P h'• = 9. ❑Building addition [No workers'comp. insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs 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 insurance required.]t c. 152, §1(4),and we have no 13.❑Other employees. [No workers' comp. insurance required.] *My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of 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 under'the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# 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 chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority" Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry 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 confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has 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/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof 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 any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents office of Investigations 600 Washington.Street Boston,MA 02111 Tel.it 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 WWW.mass.gov/dia The Commonwealth of Massachusetts Department of IndunWdAccidents Office of Investigations IF 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electriciam/Plumbers Applicant Information Please Print Legibly Name(Business/organization/Individual): J�e—rd YZ 21l Cb3y_ Address: 12�0 be=ttLe k6 l City/State/Zip: r nS'�c.� Phone#: Are you an employer?Check the appropriate boa: Type of project(required): 1.❑ I am a employer with- 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have S. ❑Demolition working for mein any capacity. employees and have workers' 9. El Building addition �+m+*+ [No workers' comp.n+ ce COmP• •t . ❑ required.] 5 We are a corporation and its 10.❑Electrical repairs or additions 11.❑Plumbing repairs or additions 3.0 I am a homeowner doing all work ofcers have exercised their myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.1 t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] •My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-rontractors and state whether or not those entities have employees. If the sub-ooniractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensa don insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of 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. Ido hereby certify under thepains andpenaMes ofperjury that the information provided above is true and correct Si Date: Phone#• �com o2 90 9 s(LD P) Ojj9cial use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• Application Number. ................. .......... .. . ... .. ......... ......... .06 MASS. g BPermit Fee.......................................Other Fee:................. 163 Total Fee Paid............................... octo TOWN OF BARNSiXBLE'?#V' Permit Approval by.U t n.. BUILDING PERAUT •�``` Bch I Q �3 Map........................................Pacel........... .................................. APPLICATION Section 1 — Owner's Information and Project Location �Project Address P80 Le-4W k�Csz village !A Owners Name—4,eyid Y1 ft) C 0 Owners Legal Address A'9W Sc-dbA-V (—vl City lbiorqna State W01- Zip 02400 Owners Cell# E-mail Section 2 —Use of Structure Use Group_ ❑ Commercial Structure over 35,000 cubic feet El Commercial Structure under 35,060 cubic feet C8 Single/Two Family Dwelling Section 3 — Type of Permit F-1 New Construction E] Move/Relocate F-1 Accessory Structure EJ Change of use El Demo/(entire structure) -E] Finish Basement El Family/Amnesty El Fire Alarm Rebuild El Deck Apartment El Sprinkler System ❑ Addition E] Retaining wall Solar El Renovation ❑ Pool El Insulation Other—Specify �-Section 4 - Work Description bu i lal -foe v-in--r y-ea r- ba d, — Tact iindAtevi- 11/1 inns R Application Number.................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms.,Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Methdd ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway 1 Debris Disposal Facility: I am 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 Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No i Last updated: 11/15/2018 Im. Town of Barnstable Building s BAMSTABM s Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MAR-L Posted Until Final Inspection Has Been Made. Permit s6sp•A�� � Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3330 Applicant Name: COSTA, HENDRIGO& MARCELA Approvals Date Issued: 10/07/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 04/07/2020 Foundation: Location: 180 KETTLEHOLE ROAD,WEST BARNSTABLE Map/Lot: 109-038 Zoning District: RF Sheathing: Owner on Record: COSTA, HENDRIGO& MARCELA Contractor Name: Framing: 1 Address: 286 SUDBURY LANE Contractor License: 2 HYANNIS, MA 02601 Est. Project Cost: $0.00 Chimney: Description: Window replacement replace(3)sashes to tempered glass master Permit F e: $35.00 bathroom Fee Paid:) $35.00 Insulation: Project Review Req: related to B-18-2353 ± Date: 10/7/2019 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: ' This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afte�,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. Rough Gas: All construction,alterations and changes of use of any building and structures shall be incompliance 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 Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection 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 Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: i 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. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: f Application Number........................................... Section 9- Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip _ Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 Home Owners License Exemption Home-Owners-Name: �'� G l payud(� Telephone-Number -t)S A Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date O o 119 APPLICANT SIGNATURE Signature Date O C0 Print Name kin,V- Pt& cSix— Telephone Number 5bS o'1?Oq 940 Q E=mailpermitto: MCI,-celc, Cp 9q 0 \/Ct. ho () - &or}-7 Last updated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ , Conservation For commercial work,please take your plans directly to the fire department for approval Section 13 —Owner's Authorization i i I, , 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) Signature of Owner date Print Name Last updated: 11/15/2018 `7 TOP FOUND.EL 72.5 NOTES LEGEND ,.DATUM IS BAw Re _ 'THE INSTALLER SHALL VERIFY THE T EKLSIINC CONTOUR LOCATIONS OF ALL UTILITIES AND ALL 2 MUNICIPAL WATER IS NDT AVAI A91 Ems, x m, DOSE SPOT,v BUILDING SEWER OUTLETS AND SYSTEM P ALL snTEM COMPONENTS SHALL BE 1 MINIMUM PIPE PITCH TO BE 1/W PER FOOT PROFILE MARKED WITH MAGNETIC TAPE OR 9- ELEVATIONS PRIOR TO INSTALLING ANY --J99)- PROPOSED COMOUR PORTION OF SEPTIC SYSTEM :' PROYME MOIL 20'EXAM.WATERTIGHT O G:TO DuL0 COMPARABLE MEANS FOR FUTURE LOCATION. .,DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS �. ACCESS COVERS TO WTRN7 W OF FIN.GRADE CONCRETE COVERS TO WITHIN 3•GRADE TO BE AASHO H-12 lOr f9a.4] PROPOSED spar EL = 2•PFASTONE oR amOME D11 64.7't F,L iABRC OVER SOME S.PIPE JOINTS TO BE MADE BE IN ACC 6 j 63.4' nwMw.75'of covER HpIE `.'t 2S SLOPE R.I.OJOt SYSTEM 81.0 S.CONSTRUCTION DETAILS TO BE IN ACCORDANCE W17N 6 C• SLOPE OF GROUND �1 9 flmJ TH=KNESS RI RED BLOCKS ON 3,0 CM0.1i0D0(Till£S) % Yr 61.4' s'i5CR41 Pvc ypRTAqALy PRECAST RISERS 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO OM COO, UTILITY POLE ♦_ °'��'^ 4� OYP.) INVS EL 59.0 S9iES 59.83' PURPOSE PIPES LE tST 2. COMPoNEMS H-10 BE USED FOR LOT LINE STAKING OR ANY OTHER UAA ,6 S ME HYDRANT 60.34 1Q 'g�Du� 60.09' � •••.:•. B.PIPE FOR SEPTIC SYSTEM TO SCH.40-4'PVC. MND Nm ALL eNm0.a MAr AP,cw w nRAx[io 4•IA�� WATFRIE.+'T 0'BO% 9.COMPONENTS NOT TO BE BACKFl CEASED Acr[Ontort Ga Oar1[ TOR LLVElN--- WITHOUT INSPECTION BY BOARD OF HEALTH59.24' 59.08' ,pop PERMISSION OBTAINED FROM BOARD OF HEA AND LTH. r E%I ING '••. •• }(:�:(�(•.'•• I / / DOUBLE WASHED STONE.'YDI. ••• DI CONTRACTOR SHALL 3 RAND VERIt[FOR cALUNc H-10 spa GAL LEACHING CHAMBER BY ACME PRECAST DR EQUAL. LOCATION OF ALL UNDERGROUND AND OVERHEAD THE LOCUS MAP 3 4•A' 2• (3)uNrrs REouIREO PRIM TO OF ALL UNDERGROUND @ OVDOIFAD UTIDllES ALL A � 2000't �f/ --B•CRUSHED STONE OR MECIWNICAL OVERALL MYd5pN5 TD OU19DE Oi STONE:3.1.50'x,28J' � SCALE 1-- BU LDING ••••L_ PRlart lD COMMENCEMENT OF wDRK. COMPACnON.(T3.22,(21) 1,.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 109 PARCEL 38 REMOVED BENEATH AND S'AROUND THE PROPOSED' lualwc FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X SLOPE) (---><SLOPE) T 1 x SUWQ szo'BOTTOM TH-4 (AREA OF MINIMAL FLOOD HAZARD)AS No GROUNDWATER FOUND SHOWN ON COMMUNITY PANEL#25001CO534J FOUNDATION- 10' -SEPTIC TANK- 17' D' BOX - 10' LEACHING FACILITY DATED 7/16/2014 t ZONING SUMMARY ' SYSTEM DESIGN: ZONING DISTRICT: RF RESIDENTIAL DISTRICT GARBAGE DISPOSER IS NOT ALLOWED MIN. LOT SIZE 43,560 S.F. LEC/TEL / - 4 DESIGN FLOW. MIN. LOT FRONTAGE 15 ER W. BEDROOMS®110 GPD 440- GPD i - USE A 440 GPD DESIGN FLOW MIN. SIDE SETBACK 15' MIN.REAR SETBACK 15' A/1 / SEPTIC TANK: 440 GPD(2)-880 MAX. BUILDING HEIGHT 30' a4 USE 1500 GAL.SEPTIC TANK LEACHING: SIDES z(33.5+ 12.8)2(.74)- 137 GPD TEST HOLE LOGS TEST HOLE LOGS. BOTTOM 33.5 x 12.8(.74)-317 GPD ENGINEER: ENGINEER:OJ ARNE ALA PE, PLS DANIEL E. GONSALVES. SE 013587 TOTAL 614 S.F. 454 GPD WITNESS! JERRY DUNNING WITNESS: DONALD DESMARAIS RS USE(3)500 GAL LEACHING CHAMBERS(ACME OR EQUAL) DATE; 7-23-1998 DATE: 1-19-2018 / TH WITH 4 STONE ALL AROUND PERC. RATE _ < 2 MIN/INCH T < 2 MIN/INCH „1 ry PR DE 6 OF STD Y .,O TO AT s' . I•'` OFF AREA AT cu 9199 I ss solLs P# CLASS PERC. RATE SOILS P® 15576 Z / 59 D AT EL B'3 O \ ,ikT Rf�i, h: 11 ^ ELEV. ^ ELEV. ^ ELEV. ELEV. @ \ / V -'') Q V 70' Q V 70' Q V 64' _ ^Y 64' el A 3• O A A SL LS LS lOYR 4/6 A IOYR 4/2 1OYR 4/2 O I 6- SL 7- 6- / Ah B 10YR 4/6 B B \ 4 93• q0 A'>< LS a LS LS 36- 2.5Y 6/6 67' LS 36' 1OYR 5/6 61, 30' 1OYR 5/6 61.5' \ � 2.5Y 6/6 67 0 $ O •\ FS FS - PROPOS n O '- - \` 66- 2.5Y 7/4 64.5' 2.5Y 7/4 C C O I ` DWELUIN •O i \ O 60- 64' 33.p• / TOP EL 2. ON FS FS ` PERC A2O a' vAL 1. IRED \ �� °'` C2 LOAMY C2 2.5Y 7/4 2.5Y 7/4 OF o C C xN Ni YER. F n' \ COARSE SAND LOAMY ^ry//N; GARAGE a ONE; SAND M \ .\ 2.5Y 5/4 COARSE SAND Yr, Y\ \\�. •\ 156- 57' 132- 1 2.5Y 5/4 69 144' 1S2' 144' 52' 49,000t S.F. LOT 23 \ \, �` NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED \ BENCHMARC APPROVED PRIMARY � � Sll"E PLAN ELEK P - \ �O \ ;\ we SET. EL.-7 PROPOSED `\ �: MAY 09 2018 180 KETTLEHOLE ROAD \ WEST BARNSTABLE, MA Town of Barnstable PREPARED FOR aT5•.* \ Old K1ng's Highway Committee HENDRIGO COSTA LOT 22 DATE: MARCH 14. 2018 DE c E0 20 30 40 50 FEET / 150 RIFE I 1 DAHIELw "� oN OUSEL'K,E 1 aAW o AiEI 508-//AAA` 3.2-454, R40/U I �vt q NO,..a502 ONl9 1�1-T.d0 SDB-362- 0 s { T A R -2 5 2018 �Og,`O,[eP a� sl <Dc n 1I/ aow[oP°.[om o EXISTING 1"L .•°��° down rope enBiaeefing,i/!C, WELL l /-� civil engineers land surveyors DATE DANIEL A OJALA,P.E., P:LS. 939 Ma/n Street (Rt. 6A) DCE #177482 PLANNING & DEVELOPMENT YARMOU7NPORT MA 02675 The Commonwealth of Massachusetts Department of IndustridAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www massgov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Ledbly Name(Business/Organization/Individual): V7 ss• 1 Addre � � t-I�_c�l City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ 1 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. ❑Building addition [No workers'comp.insurance comp•insurance• required] 5. ❑ We are a corporation and its 10.❑Electrical repairs 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 insurance required.]t C. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors mast submit a new affidavit indicating such. tContractors that check this box must attached an additional sbeet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contactors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of 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 under the pains and penalties of perjury that the information provided above is true and correct 'Si`-ahue cy,, Date: Thone#• 7t7-S 0 U �l LO P) Ojjllcial use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person id the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,coast action or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to constrict buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required" Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority" Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry 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 conformation 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/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof 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 any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Mtssachusetts Department of Industrial Accidents Office of Investigations 600 Washington Sheet Boston,MA 02111 - Tel.#617-727-4900 ext 406 or 1-877 MASSAFE Revised 4-24-07 Fax#617-727-7749 www;maw.gov/dia Town of Barnstable_ Building Post- Card-SO,That it is Visible From the Street-Approved Plans Mustbe:Retained on`Job and this Card,Must be Kept ¢ Posted U163 ntil Final,Inspection Has Been,Made. nuc+•� Where a Certificate of Occupancy is Required,such Building shall Not be.Occupied until a Final Inspection has been made._ rt Permit Permit No. B-18-2353 Applicant Name: WILLIAM LIIMATAINEN Approvals Date Issued: 08/15/2018 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 02/15/2019 Foundation: Residential Map/Lot: 109-038 Zoning District: RF Sheathing: Location: 180 KETTLEHOLE ROAD,WEST BARNSTABLE I Contractor Name:4WILLIAM LIIMATAINEN Framing: 1 Owner on Record: SICARD,NANCY YOUNG Contractor License: CS-001414 2 Address: 286 SUDBURY LANE - --~ Est. Project Cost: $357,000.00 Chimney: HYANNIS, MA 02601 ''� Permit Fee: $1,945.70 ' 4 Insulation: Description: CONSTRUCT NEW SINGLE FAMILY HOME Fee Paid:( $ 1,945.70 Y Date: 8/15/2018 Final: Project Review Req: must comply with 780 CMR 2015 IECC� ..- Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: o Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This 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 --- ---- r Electrical work until the completion of the same. r �` f Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on.this permit. Minimum of Five Call Inspections Required for All Construction Work:' Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. D "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire epartment Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r I LAW OFFICE OF MATTHEW P. FITZSIMMONS, P.C. 25 MID-TECH DRIVE, SUITE J WEST YARMOUTH,MA 02673 I (508)827-4078 TELEPHONE (508)815-1325 FACSIMILE PLEASE REFER TO FILE NO. 2017-850-CO i July 25, 2018 Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA. 02601 Re: Zoning Compliance under MGL 40A Section 6 Property Address: 180 Kettlehole Road Barnstable MA 02668 Assessor's Parcel ID 109-038 Dear Sir: Pursuant to your request to Mr. Hendrigo Costa, the owner of 180 Kettlehole Road, Barnstable, this letter is intended to provide support for the buildability of the lot for a single family residence and its compliance under MGL 40A, Section 6 and to confirm no common ownership issues. The current owner of the parcel is Hendrigo Costa and Marcela Costa, whose title reference is a deed recorded in the Barnstable County Registry of Deeds at Book 31270, Page 329 dated May 15, 2018. (Please see attached copy.) The approximate 1.13 acre parcel is identified on the Town of Barnstable's Assessor's Map No. 109 as Lot 38, and is most accurately depicted on a plan recorded in the Barnstable County Registry of Deeds at Plan Book 301, Page 99 as Lot 23 and entitled "TRAILVIEW" a subdivision in Barnstable, Mass. owned by Sea-Lake Corporation,. The creation of the lot in 1973 was in accordance with the zoning bylaws of the Town of Barnstable and applicable subdivision control laws, and is properly buildable as a single-family residential lot. Please also see for the chain the enclosed copies of the deed of title from the developer to the current owners. Please do not hesitate to contact me should you have any questions. I Very truly yours, a OP i ons, Esq. MPF/dmr Enclosure f I Bk 31270 P I3329 =23090 05--16--2018 a 02 2 14P MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 05-16-2018 a 02:14pm Ct1t: 1065 Duct: 23090 Fee: $36.5.% Cons: $107400.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 05-16-2018 a 02:14pm Ctlt: 1065 Doct: 23090 Fee: $3.^_7.42 Cons: $107r000.00 QUITCLAIM DEED (180 Kettlehole Road, West Barnstable,MA 02668) Nancy Young(formerly known as Nancy Young Sicard),being unmarried,of 21 Raymond Street,East Falmouth,MA 02536 for consideration in the amount of One Hundred Seven Thousand and 00/100 ($107,000.00)Dollars paid grants to Hendrigo Costa and Marcela Costa,husband and wife,tenants by the entirety, of 286 Sudbury Lane,Hyannis, MA 02601 with Quitclaim Covenants, that land situated in Barnstable(West),Barnstable County, Commonwealth of Massachusetts,bounded and described as follows: NORTHERLY by Kettlehole Road as shown on a hereinafter mentioned plan, one hundred seventy-six(176.00)feet; EASTERLY by Lot 24 as shown on said plan,three hundred ninety-five(395.00)feet; SOUTHERLY by the pond as shown on said plan,ninety-five(95.00)feet;and . WESTERLY by Lot 22A as shown on said plan,three hundred ninety-two(392.00) feet. Being LOT 23 as shown on a plan of land entitled"'TRAILVIEW' a subdivision in Barnstable,Mass. owned by Sea-Lake Corporation, Scale 1"=100',October 23, 1975, Ewald Engineering Co., Inc., Framingham,"a copy of said plan being recorded at Barnstable County Registry of Deeds in Plan Book 301,Page 99. Quitclaim Deed Page 1 Bk 31270 Pg330 #23090 There is conveyed as appurtenant to said lot a right to use the ways as shown on said plan in common with all others now or hereinafter lawfully entitled thereto for all purposes for which public ways are commonly used in the Town of Barnstable. Said parcel is conveyed subject to and with the benefit of any and all rights of ways, restrictions,reservations and easements of record, if any there be insofar as same are in force and applicable,and for more particular reference to reservations see deed of Sea-Lake Corporation to William F. Schweizer recorded with Barnstable County Registry of Deeds in Book 2313,Page 76. The undersigned hereby releases any homestead rights she may possess in the subject property,and state that there are no persons entitled to any homestead rights in the subject premises as set forth in M.G.L. Chapter 188. Property Address: 180 Kettlehole Road, West Barnstable, MA 02668 For title reference,see deed recorded with the Barnstable County Registry of Deeds in Book 11595,Page 165. Executed as a sealed instrument this day of May,2018. Nancy Young(f/k/a Nancy Young Sicard) COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this/Z lay of May, 2018,before me,the undersigned notary public,personally appeared Nancy Young proved to me through satisfactory evidence of identification,which was f1 r 'p, "--'---ems ,to be the person whose name is signed on the preceding or attached document,and acknowledged to me that she signed it voluntarily for its stated purpose. GABRIELE M. 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AM%fit LOT { ZQ _ Lcr 4T E:e laa rn �Z Win,•' c A• LOT99 a Sy/p36 LoTu A75pp01. ai. 5 . °yyY: �•Shp= ° `° an A b3•000! o°b' v • A•46,298_ gg 1 Lorf ••`•8 , a a n 0t` LOT 46 9 A.39,570!5 88 A•.59.0 pOs A-4$ H N 16r 7.0 766. gre,, �+ Lpt .sae�.re•w WT'� °L : • ,� ; LOT 19 ' Lc99gB. ONO w'•69v 8 w 4•a- q^7Id` i��vr a.°. P uNE 1s°TEET PPpPE C Of I" WATE` O�91 g ~ •q•93 fiq.:� a4.1' A•7��� ELEpt101, i tAEAA 1pT LO �w z42 LA E 'y 1972SEA • ..i 1. - 2�• / 17 6 P"j 1g6.'.ly,`raAzt ° ( lAT 0,•99?90s 8 A,4'400pf•,:'. •'a,4is F; T 11 'Jrbg LpT 10 y � .r° O� e/ LIT 16?' ,., �q .7� .>• �� .88 � opO ^°o°' ^ P' / A.35,200: A.95ig5fOi r' •„i ,�A•96,00bL e ^ Nu.'ar'n LoT,s - 1OT 12 �o'S'� LOT 9 1 1 °���,:� :i' ^°!a oiai• ` .b`S� A=4o 000a �7u e$ A•%r7o9t +A3O, s �W . LOT 14 v S'AlaA�''' ma.�•'A�tl'� w°,A,A•ain' ^ •4°r.aQ . e ,a rL �5�,.,,•...0.0.d'rw RA.w'<s4f' 4@ •,r+1�:.�a ,a LOT O A,360o0 v 4 A.57,9Oo% p u nq m LOT LOT ....R 2.AC. .. .. .... .... ^a i•,t $ 0L APPROVEz Q A•38,273!• CD o-s L.-re LOT Iz a BAPZIISTABLE PLANNING BORED u Jil C LOT 1 0r F r xoRee w>. 2 N Q O 'n U = CA2L $ BA25AQA � Zao- �Ae^l�..7�2./47_°` Mfa6D�•orlrf�e.,97�DAlE , ACKLEY Mwa.lww;ot.,l...,q,j.em N. F m D.n - ' � C_YDETg , 0 0.U0 7H1 2 FED W. IL� °•Q� i.� a, BKENIJAN CHILDS JE. I.NOwAR°N.aiAR p�I°r hf Tbso°I I '� GGG77T" I_mUeq r,^b„m,Rdu .ac,a•^•+I , y ET. LIX. SUBDIVISL.ON..+'�<!i::.i';-' I. ua mn.1 a It„y:lty.e:. p„ -I ;�. PLAN OF LAND ?F�1 LICE'( r ia� I N . aN„ BAIZNSTABLE, MASS. oL 1 SCALE.1•100 YTEWEY 19, 1973 'L EWALDQMASCHI INC. ENOINEEHIN6 COAISULWNTS e, O �M 908 CONCORD STEEET MAMI06HAM. MASS. i U—s: 0 e0UTE bA $CA-LAKe Bu1L01NG, 3400WICH.MASS- LT 5o MoEs Uoir CoJvotun To aw...caP••m�f .I ex%*Trdb Zouu14 Ee4Ureemcifts• C' � (� ' MAr4.H �' PE TITIONEC: SEA-LAKE COe{gP.ATION RECORD OWNER: SANDWICH.MASS. Y anrrmr OF AL OF "`a OF L •""".>o'" r OF Ny d 8 `� � .�" a as• / b,� � Suaul�laa, lu - ' sa 0,w JAL $Ae►>STA,5LE,MAsS- tl .4 GSM "reK'�WC2a� O OE it M -O SC4�s:1••100 -QL.i9.19.1II PY � Ew.ac Eac.Ca,7.>c. 1yi� cT• & `w�' � = Fen u.cwn ty "� 6 '��; •� 4��c�� B=� R� �"'m �.,. & PI �s,o � � �y�.^y' a� f� �g�C`° M� .� �° �� •y: ems. .sue' 9$ '6` '"" .- g9 @ �^ �. ! QL '�`g.� 1 �' - `j� �,, � Win.._. � �°�,• e 0 a t' a .'� g ,.' ,,,•. �R, b g, e6 �i$. �'S• �a�,..d � d' �4 �`' '"��� � 8 1 eA' � � �.a+m ,x,A. c c ,,, 4�•� �r- �II•Q ..�..m o...c...e.�.,z,. ` d -�� S •ct ?• � a. (, '�`';yP •1y; Luigi .A...`o r qa�yq o� 6.S ���' � on•u *o � a'L�Bs �°p R 4 �.�aJPy;s" d9� ,,,nc.o. Qo fit- �•1• b `�an� •..ate',• t $m... .� �� �.ss .ra �. ."y lY c+"'ems a a � '� P .� �� � °°•eaa �'�•'j4a � �$`�yF�A. e^t •s A s �. �'it y _ oafa�'�,'.yT v 7 r° 'na r,% "r°`� a '� _ ✓� 9�' 7' fit, yov` .� •R i X N I �iaW sF� 4 r ,wa• �0•.�, s b -y {� �m� .wd •as myro' � a r F s ea'° e t A '�. '�E`:, � -@ @' � � b e�'�.v A�,M�� �'' • .," R�� `p` 9m� � �i yy, v Fg]R..^b ��' . g 7 0 9 e' 4 Sys ° as;y, gR as A e e ac S at 6 '¢e a 'a b.��: e a� °t, .•� t p I c w� x q '34e, 44 nII _ $•' ,I r •��.o .ea`�m ; �� 4,.••.a. 1 ,a.,cc• ne.•r•°=. W '°fir` ti :y ,•l• . ®off. ° i S.enaivn"�tnalw: '� I n� 14 :se e•yea m edo.` Q.'. C�•. eJ9 p` [ not¢vo+�o. a a � � •e.,ey.� �s Ie m i w,,,C<a) � .. wa'. �aac � ~i � 6 NI.4�• �'S .�a>r 2 �. -- , - ._ `a T� i'"� ��N N c, Q8 � yyp ,,.aor 1c 3"""r- »cam' •w� /�2:�s ��r �y a.' B S 3P �a �I� � ��� I�fl aka• '� 8� .' g � lab• c.,� S'E - � .. Scaa.w .,,"Yn."�',+le can t a'df• I f' A'b°'°`�{` c-bol�,,0aaw, a � ec�. �=�'s,o,z��/w'�'��-a'•�m4.. i, a "�',�"r., > �'� �. 9' Cil" rz.o'II i� '.c 4-� B=.:�a� c •s�. .1O .. ,m l,�' / � .G�' Q e ..'� y i' -- . to ''t ; .�... �° 4'6 8.•\• 9,q, 4'`b. �''`'y„. 'b�`'w`'�• \gE 9 J .��e.. .',g.Y '}�S --enc. .- N.oaP•. •.••dySi•4�r ./vb: ��: ,Y �� C-l000, liou2313 F,la 076 05806 a� gcu 2313 luf 077 d SEA-LAKE CORPORATION ,. `a curporetlon duly tatablished undei the lows of Commonwealth of Madsaehuietts i� � •+ which said plan is recorded with sald.Re ist !n Plan Book Ol Page � and having Its usual place of business at P.O. Box 264, Sandwich P g r7r 3 g 99. 1'i of Barnstable County,Massachusetts,1n.,Ce elderatlon of There is conveyed, as appurtenant to each of the said Lots 19 and 23, ONE HUNDRED TWENTY TWO THOUSAND TWO HUNDRED TWENTY FIVE DOLLARS------ a right to use the ways as shown on said plan in common with all others now or hereafter lawfully entitled thereto for all purposes for which - public ways are commonly used in the town of Barnstable. _i There.is reserved to the grantor the right g to ant gr further rights of as t 1 greats to WILLL414 F. SCMIZER of Medicine Bow , Chatham Massachusetts = � way and easements to public utility corporations in said ways. h-_ The said Lots 19 and 23 are subject to an easement to New Bedford I'+" of - .-, a-.- Gas and Edison Light Company.et al, dated February 8, 1974 and y recorded with said Registry in Book 2005, page 57. with quntlalm msrnmds '" the lend in situated 3n the towns of Sandwich, Barnstable, Barnstable For title*to the said Parcel II, see Deed from Walcott Ames to the County, Massachusetts, described as follows: .;,: @ i grantor dated.June 20,-1972 and recorded with acid Registry in Book - 7 : 1674, Page 239 and by deed of Louis A. Lapio.Co., Inc. to Sea-Lake PARCEL I - .. Corporation dated June 14, 1972 and recorded with said Registry in _�'•-tit '` t s. - Book 1674, Page 242.. The land in Sandwich, Barnstable County, Massachusetts, bounded and qw described as follows: - PARCEL III �,...,• WESTERLY by State Highway Route 130, Five Hundred Eleven and �f' The land in Sandwich (South); Barnstable County Massachusetts, being - c i 50/100 (511.50) feet; - shown as Lots 74, 91 end 94,•.on,plan-of land entitled "Plan of Lend NORTHWESTERLY b Land of Campanella &Cardi Construction Co., Five in Sendwic , Massac user sea surveyed for The Sea-Lake Corporation, y p ,Hundred Thirty-six and 25/100 (536.25) feet; and Scale: 1" - 401, February.10, 1972,-Nickerson&Berger, Inc., Civil ,, 1y, Engineers, Orleans, Massachusetts", which said.plan is recorded with zl-1 x. said Registry in plan book 256, pages 78 throu�h 84. , _ spJl i' t NORTHWASTERLY by land of Campanella &Cardi Construction Co., Two Hundred Eighty and 50/100 (280.50) feet; and _ There is conveyed, as appurtenant to each of-the said Lots 74, 91 and 94, a right to use the ways as shown on said plan in common with all SOUTHEASTERLY '�by land of Theodore Young, Nina Hundred (900) feet others now or hereafter lawfully entitled thereto for all purposes for �Tr more or-leas. - ` which public ways are commonly used.in the town of Sandwich. It,I v, - I Being Lot 1 on a plan of Ind of Bartlett dated April 15, 1899 and : �s r( There is reserved to the grantor'the right to grant further rights of 1' records n Barnstable County Registry of Deeds and being a portion of �*' -t,X ay and easements public utility corporations in said ways. the remises conveyed b Gustavus Howland to Colb Bartlett b dead Y P Y Y Y Y dated April 1899 and recorded in said registry in Book 236, Page 410. 1'a s The said Lots.74, 91 and 94 are subject-to the following: The said Parcel I is subject to the following: a 1. An easement in favor of New Bedford Gas and Edison Light Company 1�t , I , d New England Telephone and Telegraph Company and recorded with 1. A Taking by Cape &Vineyard Electric Company, as set forth in any' '1. j said Registry in Book 1670, Page 224; and instrument dated July 11, 1927 and recorded with the Barnstable . rF i County Registry of Deeds in Book 446, Page 568; It a 2. Restrictions set forth in an instrument entitled "VOLUNTARY RESTRICTIONS IAKEFIELD FARMS" dated March 21, 1972 and recorded with - 3� I` 2. A Right of Way Agreement with Cape &Vineyard-Electric Company, said Registry in Book 1620, page 3, as amended by the instruments as set forth in an instrument dated September 16 1927 and recorded in said Registry in Book 1907, page 258 and Book 2213, page 22. recorded with said Registry in Book 449, Page.354C or title to the said Parcel III, see deed from Oliver C. Hoxie, Jr. 3. A Taking by Cape &Vineyard Electric Company; as set forth in cos am, to Sea-Lake Corporation dated January 20, 1972 and recorded with said instrument dated May 27, 1939 and recorded with said Registry in �' t egistry in Book1590, page 228. .=� .. Book� 552, Page 422 and `;• � arcel I is conveyed subject to a mortgage to Sandwich Cooperative Bank `•"` ecor a in Book 1733 Page p 4. An easement in favor of Cape &Vineyard Electric Company, as set + .�6 8 con ey the approximate principal balance of -� I .forth in instrument dated January4, 1971 and recorded with said -`-g 51,000.00. Parcel III !e conveyed subject to a nor�jBage to Sandwich Registry !n Book 1497, page 39 ��" 1 ooperative Bank et el recorded in Book 1792 Page 1OS in approximate . `*- rincL a t1.aa,�, a 0, 00.00. For title to the said Parcel I, see deed from Henry F. Smith to Sea- `p `a `o,: ` l�imLCtf_.� 5 SEA-LAKE CORPORATION. Lake Corporation dated February 16, 1971, and recorded with said has caused its corporate aul to be hereto.quad and these preaenb to he signed, acknowledged and s i Registry in Book 1500, Page 44. y - delivered in it.dme.od bebdf by peal J. Lynch, President and Treasurer a t m hereto duly authorised,tbL i PARCEL II day of F d,.,,,.. la the ;' 4 i r ysr one thousand dne hundred and seventy-six The.land in Barnstable (West) Barnstable County, Massachusetts being , Signed a ad asalad in praeeaca of shown as Lot 19 and 23 on plan of land entitled "TRAILVIEW", a subdivision a _ - SEA-LAKE RPORATIONI in Barnstable, Massachusetts, owned by: Sea-Lake Corporation, Scale 1"= bpf TlOr 100', October 23, 1975, Lvald-Engineering Co., Inc., Framingham", - ,,,..[ ,t 1 ,. - .� by or corporate authority see u la J' i ,?,. VOTE recorded with Barnstable { 1 • • .�' f County Registry o1 Deeds in Pa J. LynU eaj,deh-5„at<¢ bpaeure �. '7 Book 2195, Page 39. 1 j9 (` Box 2313 FACE 078 Y � : �IheQ�almuonute�tt� cus ` , arnstable °s FIMRJAA.Y 3-9 , 1976 i I Then personally appeared the above named PAUL J. LYNCH, President and Treasurer of said SEA-LAKE CORPORATION and acknowledged the foregoing instrument to be the free act and deed of the ! before me '�,�:•""`„, A i i. My commission expires LELAND ' I SI :ar MY commiss10IP 'W{RQI....f, •, '.I FIHRUART 9,1979 ..., let "D C ONWEALTN OF h1ASSA01USETTS IMCISEA D IS 1 ilk :•,6 � �1f 76_f 1•.3 9 a a_ e .P.B.IIO376VV� VI:'r d 1, .. .. .. .. .. !�/. •• .. .. - I � III I t. RECORDED MARCH 19� 1916 � t 1., s 1�. 1 I �A k 1 d i r: 5Sg56z, c ,. BK 1 1 SSS PG I SS SSGS7 07 f ;` ► .if }M RUITCLAIX D 3 3 D 1: INS—: Q WILLIAM F.--SCHWEIZER of 45 Medicine' Bow, Chatham, MA 02633 ~. A<, a 3in consideration of SIXTY-FIVE THOUSAND AND 00/100 ($65,000.00) DOLLARS PAID Pgrants to !NANCY YOUNG SICARD, of 164 Kettlehole Road, West Barnstable, MA 02668 ' If with QUITCLAIM COVENANTS �` the land situated in Barnstable (West)-, Barnstable County, Massachusetts bounded and described as fo lowae NORTHERLY by Kettlehole Road as shown on a hereinafter mentioned plan, one hundred seventy-six (176.00) feet; EASTERLY by Lot 24 as shown on said plan, three hundred ninety- =; nr five (395.00) feet; e, ..SOUTHERLY by the pond as shown on said plan, - ninety-five (95.00) y: feet; and a ., -WESTERLY by .Lot 22A as shown on said plan, three hundred ninety- �'. rr. ± t two (392.00) feet. Being LOT 21 . as shown 'on a plan of land entitled "TRAILVIEW" a subdivision in Barnstable, Mass owned by Sea-Lake Corporation, Scale 100' , October 23 1975, Ewald Engineering Co., Inc., Framingham", 4;. copy of said plan a• co • ,� � p being recorded at Barnstable County Registry of Deeds in Plan Book 301, Page 99. There is conveyed as appurtenant to said lot a right to use the ways as shown on said plan in common with all others now or hereinafter } z lawfully entitled thereto for all purposes for which public ways are commonly used in the Town of Barnstable. '..Said parcel is conveyed subject to and with the benefit of any and all rights of ways, restrictions, reservations and easements of record, if ;T any there be insofar as same are in force and applicable, and for more Particular reference to reservation see Deed of Bea-Lake Corporation . 'be° to me dated February, 1976 and recorded with Barnstable County ",. Registry of Deeds in Book 2313, Page 76. Uen: Taxes r 1; 5 ti n I�� ! BIB 1 1595 PC 169 5�6 i,, ,I•,. 57 : For grantors title see deed recorded in the Barnstable C Registry of Deeds in Book 2313, Page 76. ounty i .!`i..; WITNESS my hand and seal this L day of , 1998 +: COMMONWEALTH OF KASSACHUSETTS Barnstable, SS 7 � 1998 Then personally l l (•li. y a ppeared the above-named WZLLIAH F. SCHWEISER I,.,. ,.I•. and acknowledged the foregoing to be his free act and deed, before me, .�';ill•il` r,;' � Notary FUD1c ►'43- � My Comm. Expireet I I•i�!, too z cn 6 • II m o x Mil' N ww It tit I j,• �1i 19i�{i 1 -i clI rr D 1 En w � I I IIS� ,i;,l�l,i�!jl�!fi• BARNSTABLE REGISTRY OF DEEDS IPrintPage Page 1 of 3 Print this page Owner Information - Map/Block/Lot: 109 /038/- Use Code: 1300 I Owner Map/Block/Lot �1�,MAPS , SICARD, NANCY 109/038/ Owner Name as of YOUNG Property Address 1/1/16 21 RAYMOND STREET 180 KETTLEHOLE ROAD FALMOUTH, MA. 02540 Co-Owner Name Village: West Barnstable Town Sewer At Address: No GIS Zoning Value: RF • Assessed Values 2017 - Map/Block/Lot: 109/038/- Use Code: 1300 2017 Appraised Value 2017 Assessed Value Past Comparisons Building Value: $ 0 $ 0 Year Assessed Value Extra Features: $ 0 $ 0 2016 - $ 171,800 2015 - $ 164,500 $ 0 $ 0 2014 - $ 164,500 Outbuildings: 2013 - $ 171,100 2012 - $ 169,200 $ 170,600 $ 170,600 2011 - $ 169,200 Land Value: 2010 - $ 172,000 2009 - $ 203,200 $ 170,600 2017 Totals $ 170,600 2008 - $ 217,600 2007 - $ 217,600 • Tax Information 2017.- Map/Block/Lot: 109/038/- Use Code: 1300 Taxes W. Barnstable FD Tax (Residential) $ 460.62 Community Preservation Act Tax $ 48.83 Town Tax (Residential) $ 1,627.52 Fiscal Year 2017 TAX RATES HERE 2,136.97 http://www.townofbamstable.us/Assessing/printI7.asp?ap=0&searchnarce1=109038 1?/Rent7 SMOKE DETECTORS REVIEWED ASPHALT ROOFING BAMSTABLt BUILDING DEPT. DATE TkQ4,_s,w 02fk5-LZ01? FIRE DEPARTMENT DATE I �i BOTH SIGNATURES ARE REOUIRED FOR PERMITTING - I� --- — ^�,I I/2X6 SIDING —� iYP.IX•CASING 1 ', I � I X JL Barnstable Bldg. Dept. E o o•; -- _ i{sss TYP. IXS/IX6: .�, I — Approved bylagl— COP? permit #: FRONT ELEVATION t ea W n �. T ..TYP. IX8/IX3 -RAKE BRDS. 'T� YP. IX5 SOFFIT _ \ IX5 FREIZE/BED MLDG. ASPHALT ROOFING TYP.Ix CASING— /—� El i � R R 1 � _ 111X6 SIDING- � — I r---i � � e Tor cnsiNG_ G"'s Tto�__.cnelNG I� o Ir1I , — _-TYP. 6 BIRDS . GNR.BRDS, F , - LEFT ELEVATION I_ i m I � 13'-0" `1 • r—� 1 BUILDER JOB ADDRESS DESIGN „„n��n��n p� � n�n ^ O /�O f�/� DATE REVISION DRAWN BY PAGE SCALE / COSTA RESIDENCE PROPOSED FOUR BEDROOM, l/( ✓ll/lll� ✓1111/l�✓/l ��// J//L�J/( l/lM(l dV�oco U 4-24-18 « JB •�OF� I/a".r-0^ ✓B DCssigne 180 KETTLEHOLE ROAD TWO GAR GARAGE HOME W PURCHASE OF DRAWINGS EAVE6 PURCHASER REE"o�ftLE FOR COMPLIANCE WRN ALL ])EXACT SnE AND REINFORCE^EN'T OF ALL LONCRETE FOOTINGS IS)ALL FOOT'NGS SHALL Ex END EElOW ROSTLINE XERIFY DEPT. WEST BARNSTABLE, MA. ZI FOR SI E CONDRWNSE5 AND TNEIWE OFSTNESE�q NAY NOT BE 4EO RESPONSIBLE ,BE DETER IF BY LOCAL SOIL CONDITION5 AND ACCEPTAB E tU V F STQUCTLRAL ElEFIENTS FOR 7E91GN SIZE t.o.eox yes (�pBJ 494-9634 NGS DURING LONS'RUCTION. PRAGTILES OF CONSTRUCTION,VERIFY DESIGN WR"LOCAL ENGINEER. WRN LOCAL ENGINEER AND BWILDRG DFFK:IALS. 4EST GARNSTLBLE MA OAff�! " ASPHALT ROOFING III 1 � I •, , � !�� I lei � ' I I/2X6 SIDING EELD 12 I-- TYP,eta CASING Ldo �I T.1i :CNR.BRDS. 1 I LI TrP. ............. 1 LL BRACE9 1 1 y e� I REAR ELEVATION Iz 6 - - - ASPHALT ROOFING _ _ 4 13 1 II n I I - T P f ' ` YP. IX5 SOFFIT TY . IX8/IX3— 1/2X(SIDING .. _- _ ^' -IX5 FREIZE/BED MLDG. RAKE BIRDS. Ism 1 �:�I' ( d 'a I~ I Ia ---------------- -TYP.IX5/IX6 tl �I I I :CNR.BROS. .a 4 • 14 6 `F I J .{W I RIGHT ELEVATION y'_h" 4--0II fI BUILDER JOB ADDRESS DESIGN DATE IREVISIONJORAWNSY1. PAGE SCALECOSTA RESIDENCE PROPOSED FOUR BEDROOM, �✓oN/ O U a(� � l/ 4-24-10 « JIBfor-L ve-r-o" ✓� DC�sic,ns 180 KETTLEHOLE ROAD TWO CAR GARAGE HOME W (I)FURCNASE OF DRAWINGS LEAVES PIIRCNA9ER RESPO�IBLE FOR L PLIANCE WRN ALL O)EXACT BRE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (S)ALL FOOTINGS BNALL EXTEND BELOW FROBTLINE vERIA DEP WEST BARNSTABLE, MA. LOCA BBEDING CODE9 AND ORDPUNCES.b DES G B MpT NOi BE GELD RFSPON9 BlE ILST BE DETERMINED BY LOCAL BOIL—IONS AND ACCEPTABLE (a)VERIFY BTGYC .-ELEMENTS FOR DESIGN•SIZE vo.ear ms (510BJ 494-9534 zl FOR 9RE LONDRWIN9 OR FOG THE VSE OF THESE DRALTNGg pWiK.LONBTRBCTION. PRACTICES OF CO--=T..•.VERIFY DESIGN WR4'LOCAL ENGINEER. WRN LOCAL ENGINEER AND BWLDMG OFFICIALS. !1®T e6RNgZp(y,E-L a— _ .._ice ._ '- �✓�'a� '_ _ __ _ e _ '--�-� - B'dl'6'P ° I I COVERED I DECK ABOVE -•--OPEN ' DECK ------------------- -------------- --------------- ...... A ------- ABOVE LATERAL C I UPLIFT ANCHOR BOLT AND ' I 34'-0' I I 16•-0" 3"X3"XI/4"PLATE WASHER 9'-O" II'-10" l'-2" 10'-4" 5'-B" MAIN HOUSE SPACING 2X6 PT PLATE SNEA m "O.G. DOORu-------------- GARAGE BPA C ING O.G. TWYk6W2P46-------- ---------- 7u224S TYP. 2X6 EXTERIOR WALL: w. . FIIN. U .°dA•.°Oe•.°de de .°L" d•e - _ - - de d•n d• n de °0•c d° °de e B p oR rmnE. m D u > ot a FOUNDATION WALL , , Q ; Q m ; m m r� ; .°d•e .°0.6 .°0 ••.de .°0•e .°d•A d•e de Oe 6a°FROM__ __ _ _ _______ p — m e e e e _ X BASEMENT OFI • PLATES °dn• •°dn•°d- , , , _4 TW76219_ 'T�W267IQ- A °p�°•�p�°• ,• �D•° • • ° t ;O//I FI� aC�n. °d�'•�°d�'• °d�'•�°d�'• 'Gn•. O �" - 'r3-2x12' M :...................- :_ - _ aaa :r===a _ - a-: __: _ _: O °de .edn•e0• __ _________ --aF____=._._. -_._-�::.___.___..._____.______.____ _ ____ ,( . '< O � '' �� � Q °doe•.°d .°p.• TYP.30"X30"XIS" O G � m S 14'-3b" 8':915" - - 3, - CONC.FTC.W/3-1/2"RD. CONC.FILLED COL. 0 (36')36°XB°CONC.FLU TYP. ANCHOR BOLT SPACING SIZED STEEL GLUHN OPLATES. e 4 5'4° 5'-6° 5'-6" .. _4• _ _ _ __ _ , , _cc __ 3 _ T_ A 4co t , O „ S� ; , S t , ' X , ry , ,------------------ ------------- ._ ._-------------------` ---------------•1 FOUNDATION PLAN "0 Q •'B"CONCRETE WALL r • DAMP.PROOFING CSA •°d' 9; .APPROVED. 4°POURED CONC.SLAB I •2X6 KEY e "0• Ap,o'epppe'Ape'°d• 6' GARAGE ° Q Q Q 10"X22"CONC.FTG. • °p- p,e COMPACTED GRANULAR e poo•'e poo QI i. 4� D FOOTING FOOTING DETAILS 6" CONCRETE WALL - --------------------------,-- ------------------- -- - �_ 2O'-p --- 24'-0" BUILDER JOB ADDRESS DESIGN _ COSTA RESIDENCE PROPOSED FOUR. BEDROOM, QQ�QQ�QQ�p o DATE REVISION DRAWN BY PAGE SCALE ✓�✓�✓ �� �/ �/GS� �/ 0 �1� 4-24-IS « JB oFJL- v4a°Io„ J.8 Designs B RESF I80 KETTLEHOLE ROAD TWO CAR GARAGE HOME W (U F—CNA6E OF DRAWINGS LEAVE6 PYRCNASER W SLE LI FOR GO PAVCE ALL WRN R)E AGT 2E 61 AND REINFOGCEIENT OF Al CONCRETE FO WG6 (6)ALL FOOTINGS 8NALL EXTEND BELOW FR08TLINE vERIF DEP I- LOCAL BULLRING CODES AND-IDB1d-C -A DM-1 ryAY NpT BE GELD RFypON61BLE —T SE DEfERNNm BY LOCAL WL W-ff GN6 d.VD dCC—A— (°)vERIFT 61GIICTURdL ELEnENT9 FOR pESIGN.612E P.O.BOX)9,g 'I51oBJ49.6-9S34t WEST BARNSTABLE, MA. 0 FOR BITE LOVDrt10N9 OR FOG THE WE OF TNEBE DRyI�S�i1�CpNS RyCTON. PReGTICE5 OF CONS RCTON.VERI�pE5'GN rt LOCAL ENGINEER. WrtN LOCAL ENGINEER AND BY6DeG ORCIAL6. W BTBAPN9TABlEMA ozBae S HEADER Dln. I I _ N)SIZED LVL'e BEA I� III! I 'Ili I 1111 I COVEREDEl _DECK DECK 111+,11t11 III I, I II , 1.1:1 II'XI2' ( m 34,-0„ I!il ICI;I!I11�111II II�j�II�IIf��'!'Ij�I ' __34'-O"_1 = 6'-0" 10'-0° B'2" li 0C_' ;t 11111 l'-4",1'11 '12'�" _—FWNS46BAPLR__� _ CW135 TV2646 TW2646 TIU26 I TIU2646 TW2646 TW26 TW2646 TW2646 'J - w m m ll�JlllJJ r7 10'-10 '� BATH s IW.LC.M1 �" —_ 'U iN � k" A BEDROOM•2 2XI0'e o I6"O.C. qBEDROOM•3® 16'-0" n auW LIVING 0 '� TW26310E.-BTPS BEAT031D Tllf)646 TER646 \7�� _�KITCHEN.. -_.- p w.l.c. B,�„ Q TYP. x.PSL POET 2XIO'S-I6"O.C. _ - -d !` ANDINGIn I (ABOVE) r BATH BEDROOM•4 m r <I_rvG Q UNDRY TYF.CU5TOM COLUMN -r ? -' _ e p 2XIO'e o 16"O.C. `T t0 U Q "•` 6-2" 2-4° 19 - F 2X 10 C.J. 4 (ABOVE)y • . .A �' p .Q a Q o I6"O.C. m N7 - wFOYERTZ Y e•c.o. B O BELOW I - Q. nSI _X I .Q TING p° h 2-8 9'10"i0e _ _ AREADININGS _. S�$��------._ .__. 2.$I�VI I MMUDR�OOM i LAV. a 2 a: Q q-4" �B LANDING \J T1171646 TW2646 TW2646 TW2646 W2652 TW1652 M TW2651 51 `� m Q o—2Xi0 C.J. m o 16"O.C. —cmc— R U W. 4'-4" &'-O" 6b° 4'-4° =oRw 9 2X 10'e o Ir.""O.C.T O - I.C. °0. covERm— 34'-0" y'_0° r(ABOVE) '° a r — E _ 4'6" S'bF = 4'-4" 6'-0° 6'$" 6'B�� 6'-0�� 4'-4" O w O p 34'-0 -0" c' ,'�•- SECOND FLOOR PLAN FALL 4 5-O" GARAGE FIRST FLOOR PLAN ----------------------- TW26210 LU n � XL— MASTER o S� ''u 4 uo $ 4 BEDROOM n -- --------------• A)SIZED WIO BEAM ��u{{ f Q Q 4 Q D_ t`` � N = -- -i- ----------------- TYP.STEEL COLUMN $ h e O w Q Q Q v �tn o� . ,-A � O Y/ ' ,`� O _ T11716210 TW26210 I Fr TW2442 vY 13. 24'-0" 24'-O" BUILDER JOB ADDRESS DESIGN Q�QQQQQQQ j�j ///� /� f�J DATE REVISION DRAWN BY PAGE SCALE COSTA RESIDENCE PROPOSED FOUR BEDROOM, ✓(,✓�✓�����0 0 ���pv�JoC��I/ 11 4_24_Ig r JB •-4-or-LIL va°.r-0" 'a Designs 180 KETTLEHOLE ROAD TWO GAR GARAGE HOME W PUR—E OF DRAWINGS LEA—PURCHASER RESPO BIBLE FOR O PLIANCE Wrtu 4LL -EXACT SIZE dND REINFORCE LT'i OF A L CONCRE E FOOTINGS SJ A FOOTINGS Su4LL Ex TEND BELOW FROSTLIKE VERIF DEPTu. 1' LOCdL BULLRING CODES AND ORDMdNCES,J9 DE9GN9 HAY NOT BE HELD RESP�_ISLE nUgi BE DETERnINm BY LOCdL g011 COKprtIONS AND ACCEPTABLE ,A)vER1°l'9RICTURdL ELEMENTS FOR DESK.N.SIZE P,O.9D ]BS 0r 2R)494-95J34 WEST BARNSTABLE, MA. °zl FOR SITE COKOrt ON9 OR FOR THE USE OF THESE DRAU NG9 I—'_CONS 3UCT ON. PRACTICES OF CONSTRUCTgN.VERIFY DES GN R OLA ENG NEER. WBH OCd ENGINEER BUI DMG OFF CIALS. WEDT OAgySTdwro f A ouee' iYF.BLOCKING R AB•O.C. �Ar N I U L W U 3-2XI0'e PT TYP.HANGERS a W m r m X O Z� X u rU = p O r O U 3 m 2X10 PT 2X10 Pi In Z u W d r—N om Un O _ F X � Q o y �Z Q a 2-2x10'e d m '=p 0 O SIZED LVL'e �� 2XI0 PT TYP.HANGERS r w�W �2X 10'B o 16" LL I V w � m BEARING WALL BELOW- --- -_- _ IZED LVL'e 3 m TYP.BEARING WALL BELOW Q ITI BEARING WALL BELOW Ix GIRDER BELOW 3k6'e PT•16" 8 ' FFII N d -E = EE _E EEEB !== _ _ _ ___ _ _ _a _ _`_ @ !�@ E _ e _ _ _ ___ ___ ;: `6 O.C.�> ___ ___ ___ __E :__ _ ___ .:: _:. :._ ___ :" __: ::: :_: j _ _:: ... ... ... r 2X10'e m 16' O.C.y 3 M1 X m Q N SECOND FLOOR d 2XI0'e l6°O.C. GIRDER BELOW FRAMING PLAN � F m —> I [--X �--2XIO'e o 12"O.C.F 2XIO''Ile a fr."O.C.—> p m IZED WIO BEAM CUSTOM GAP `Q 12X8 PT YP.HANGERS CUSTOM TOP RAIL R—TYP 12"DIAM.CONC.FILLED = 1 pp - 4"X2 "XI2"FTG. SIDING %5 12X2 BALUSTERS - • P p 14•-0„ _ N J I 4"MAX.CLEAR SPACE BETWEEN t--2XI0'R o 12"O.G. I . ICE A WATER BEHIND NAILER FIRS 1t FLOOR PLASTIC W/FLASHING TOP OF NAILERZ NAILING STRIP_ ; CUSTOM TOP RAIL IX DECKING FRAMING FLAN L1V 34XIO PT BEAM THROUGH BOLT TO EACH P05 2XIO'e m 16"O.C. WITH(2)1/2"DIAM.BOLTS. �•• IX TRIM BRD. TYP.JOIST MANGERS 2XIO PT NAILER BOLTED W W-5/8"LAG BOLTS 24"O.C. _ � U ZII nO . D TYPICAL DECK DETAILS BUILDER JOB ADDRESS DESIGN f�/J DATE REVISION DRAWN BY PAGE SCALE COSTA RESIDENCE PROPOSED FOUR BEDROOM, �✓o�/��/�� 0 OV�o �/ �/ 4-24-18 » JB •�OFJJ 1/4°•I'o" D�✓c lgns 180 KETTLEHOLE ROAD TWO CAR GARAGE HOME IL f)FLRONASE OF DRAWINGS LEAVEB PURCHASER RESPONg 9LE FOR—,X LIAN E WITH ALL (T)EKgCT WE AND REINFORCE»ENT OF ALL CONCRETE FOOTINGS !S)ALL FOOTINGS RWLL EXTEND BELOW FROSTLINE VERI DEPTH. WEST $ARNSTABLE, MA. LOCA BUI DING CODER AND ORDMANC F . DES GN9 1•IAY NOT BE HELD RESPONRIBLE ST BE DETERMINED BY LOCAL BOIL CONDrtIONS AND ACCEPTABLE vERln 9 RUC URA ELE ENTB FOR DESKN BIZE PO.EOX aBs (91OB1 494-9534 OI FOR 01TE COVflrtION9 OR FOR THE USE OF THESE DRA'WING9 DURING CONRTRULTION. PRACTICER OF CON9TRUCTK)N.VERIFY DES'GN W'ITI LOCAL E EER. WRH LOCAL ENGINEER AND BUILDMG OFFK;IgIb. WEST 9AR TAvr a RA O)G6B z RIDGE VENT 2XI2 RIDGE - 2XIO RAFTERS m IS"O.C. 1/2"ROOF SHEATHING 1� 15•ASPHALT PAPER 7 ASPHALT SHINGLES 2XIO'e C.J.0 16"O.C. 2X10'e G.J.m I6"O.G. r-2X8'e o 16"O.G.� -•- - �� II lb R491NSUL. IX3 STRAPPING O _ I/2"WALLBOARD Sl SITTING BEDROOM•2 AREA 1/2"WALLBOARD 0 2X6'e o 16"O.G. 3/4"T/G PLY. R21 INSULATION G• ° NAILED A GLUED. 2XIO'e m IS"O.C. I/2"WALL SHEATHING O HOUSE WRAP OR EQUAL SIDING IX3 STRAPPING IZED LVL'e I/2"WALLBOARD I DINING LIVING m to 3/4"T/G PLY. e = NAILED 4 GLUED. 2XI0'e o IS"O.C,y 2XIO'e m 16"O.C. 2XI0'°0 16"O.C. A + ® 30 INSUL. 3-2X 12'e GIRDER ea da ___ ___ ___ ___ _ CONC.FILLED 1InI InI� llnf InI�I �InI Iln�r IIp� LOLLY COLUMN. I�, x II II I II II II II Q - BASEMENT m 2X6's m 16"O.C. 1/2"WALL SHEATHING 2XI2 RIDGE +�'1_ T 4"CONC.SLAB HOUSE WRAP OR EQUAL 1 SIDING 2X12 RIDGE - • RIDGE VENT IX CROSS SECTION (A) ® 2XIQ RAFTERS m 16"O.G. F In"ROOF SHEATHING 1X 10'e o 16"O.C. OG �6 15•ASPHALT PAPER p p°m 0 i� ASPHALT SHINGLES 2XIO'a C.J.o 16 O.C. 2X10 a C.J. 16 O.C. ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ ___ ___ __ __ __ __ __ __ __ _ Q U __ U R49 INSUL. � 0 ix DECKING ® ` p U_ O PT SLEEPERS a lb"O.C. IX3 STRAPPING I/2"WALLBOARD RUBBER MEMBRANE IR"WALLBOARD 2X6'e o 16"O.G. � LANDING 1/2"FIBERBOARD e ° BATH BATH R21 INSULATION ROOF FRAMING PLAN ° 3/4"T/G PLYWO D WALL SHEATHING HOUSE -pe X HOUSE WRAP OR EQUAL r s x 3/4 T/G PL SIDING 1 v X O NAI ED 4GL . 2XIO'8 m IS"O.C. )x••P° ' ® SIZED LVL' 2X10'e m I6"O.G. _ ___ Ixcr eRva. "•• " FOYER KITCHEN 7(covERm ° EN RY cus7OM i DECK ,;• COLUMN F 2XIO'e a IS"O.G.—> _ - 3/4"T/G PLY. �I NAILED a GLUED. IX DECKING II 2XIO'e m IS"O.C.—► r 2XIC'e o I6"•O.C. 2XIO'e PT o 16"O.C. 2112 RIDGE . ® 30 INSUL. 3-2XI2'e GIRDER ' BASEMENT �3-I/2"CONG.FILLED i LOLLY COLUMN. 4"CONC.SLAB IV 2XIQ'e m D.G.y GROSS SECTION (5) BUILDER JOB ADDRESS DESIGN _ � n nO DATE REVISION I DRAWN BY PAGE SCALE )Q D�si9,ns COSTA RESIDENCE PROPOSED FOUR BEDROOM, o� G�1O0 U �a o�Od 0 4-24-18 « JB ( oF-lL 1/4' 180 IGETTLEI-IDLE ROAD TWO CAR GARAGE HOME w pURCNdSE OF ORNLINGa LEdvEB PURCudaER RESPO SBLE FOR CO`IPLIAVCE WRN dLL 0)D,ACT a6E dID REINFOQCE`--OF d l CONCRETE FOOTINGS t!)N FOOTING5 61—EXTEND BELOW F—TLINE VERIFY DEPiw. LOCAL BUUDIVG CODFB dND ORDMAVCES,A pE91GN9 ry Y NOT BE GELD RESPONSIBLE TEST BE DETERKI ,BY LOCAL SOIL CONDRION5 AVD ACCEPTABLE ,A)VERIFY eTQUCmRAL EL ENTS FOR DESIGN.SIZE ro.Bnx ms I50BJ 494-9534 WEST BARNSTABLE, MA, ZI FOR BI E OO--..OR FOQ THE VSE OF THESE DRA-.pURI CONa:R CTION. PRACTICES OF OONa RUCT ON.VER Y OE91GN LL 1 LOLN NGINEER, WRN LKd ENGINEER A-B RDMG OFF.—. F3T 9gQ{9TAg E pJ�aB RIDGE VENT - 2XI2 RIDGE 2XIO RAFTERS m I6"O.G. RIDGE VENT 1/2"ROOF SHEATHING 2XIO RAFTERS m 16"O.C. 2X10 RAFTERS m 16"O.C. 2XI2 RIDGE RIDGE VENT 15•ASPHALT PAPER 2XI2 RIDGE ASPHALT SHINGLES I/2"ROOF SHEATHING 1/2"ROOF SHEATHING g.FIL I] 15•ASPHALT PAPER 15•ASPHALT PAPER �� ASPHALT SHINGLES ASPHALT SHINGLES _ 2XI0'g G.J.m 16"O.C. cI um 2x - - ,•°' , WALLBOARD m - 6'B m I6"O.C. ® R49 INSUL. 2XI0'.C.J, I6"O.G. 2XI0'e C.J.m le,"O.C. 2X10'.C.J.m 16"O.G. R21 INSULATION IX3 STRAPPING R49 INSUL. ® 'r 1/2"WALL SHEATHING - MASTER 1/2"WALLBOARD MASTER P IX3 STRAP ING HOUSE WRAP OR EQUAL BEDROOM BATH� I/2"WALLS RD - SIDING 2X8 RAFTERS m 16"O.C. WIC 2X6 a mL lb"OO.CD E LAUNDRY BEDROOM 63 �Q I/2"ROOF SHEATHING 3/4"T/G PLY. R21 IS RIDGE VENT I5•ASPHALT PAPER • NAILED 4 GLUED. 1/2"WALL SHEATHING 2XIO RIDGE ASPHALT SHINGLES rl-�-'-- HOUSE WRAP OR EQUAL y 4-2X10'.m 12"O.C. _r 2XIO'.m W,O.C.y _ r 2X10 e m I6 O.C.-_�3/4"T/G PLY. _. O _ 2XIO' m 12"O.C. _ _ r NAILED a GLUED. 2X8'e m 16" Q° R30 INSUL. SIZED WIO BEAM i SIDING - -- IX3 STRAPPING IX3 SCRAPPING SIZED LVL'. 2XI0'e a 16"O.G. IX6 T/G BRDS. 5/B"F.G.WALLBOARD i� I/2"WALLBOARD I I �, SIZED LVL' ® = MUDROOM LAV. BEDROOM•4 i� 5/8"F.C.WALLBOARD I' 1 r MUDROOM KITCHEN ' COVERED 2X6'e a I6°O.G. GARAGE 0 ��;:� y DECK 3/4"T/G PLY. 1/2"WALL SHEATHING NAILED 4 GLUED. �jfII HOUSE WRAP OR EQUAL P 3/4"T/G PLY. - _ _ _ - '' p NAILED 4 GLUED. IX DECKING SIDING 4°CONG SLAB �2XI0'e m I6°O.C.� s-2X10'e m IS"O.C.y 2XII ® 30 INSUL.m 16"�O.C. 3-2X 7 B1 CORDER O C y 2XI0 a PT m I6'O.C. Q LOLLY CONC.COLUMN. 1/2" R30 INSUL h I' 2x WALL SHEATHING X 2 6'e m 16"O.C. BASEMENT HOUSE WRAP OR EQUAL 3-1/2"CONC.FILLED - - - SIDING 4 BASEMENT LOLLY COLUMN. 2X6'B O.C. I/2"WALL SHEATHING 4"CONC.SLAB HOUSE WRAP OR EQUAL - ' ' n SIDING .: •- ... - :" .. _ i -..: OE:4"CONC.SLAB _. •i' CROSS SECTION (D) CROSS SECTION CCU RIDGE VENT 2XI2 RIDGE RIDGE VENT 2XIO RAFTERS o I6"O.C. I] 1/2"ROOF SHEATHING 2XI2 RIDGE T�RIDGE VENT a 2XIO RAFTERS m 16"O.C. 15•ASPHALT PAPER 2XI2 RIDGE ASPHALT SHINGLES �s• I/2"ROOF SHEATHING 2 O'.G.J.m 16"O.C. 15•ASPHALT PAPER --- - ASPHALT SHINGLES 1/2'WALLBOARD R49 INSUL. 2XI0'e C.J.m 16"O.C. 2X6'.m 16"O.C. HALL W.I_C. IX3 STRAPPING R491NSUL. ® R21 INSULATION IX3 STRAPPING II 1/2"WALL SHEATHING a 2XIO RAFTERS m 16"O.C. I/2"WALLBOARD .J� I/2"ROOF SHEATHING I/2"WALLBOARD MASTER HOUSE WRAP OR EQUAL I'I / R49 INSUL. 15•ASPHALT PAPER - 3/ T/G PLY. X 1 BEDROOM I SIDING VVV IX3 STRAPPING ASPHALT SHINGLES a - 2XIO RAFTERS m 16"O.C. 1/2"WALLBOARD - N ILED d GLUED. 1/2'WALLBOARD "I/2 ROOF SHEATHING j' _ O 2XIO'.m 16"O.C. 2X6'.m I6"O.C. r 15•ASPHALT PAPER m MASTER - R21 INSULATION 3/4°T/G PLY. vi'WAu.BOARD BEDROOM IX.T/G 1/2"WALL SHEATHING ASPHALT SHINGLES RTI"+'+�- SUED LVL'Y'I HOUSE WRAP OR EQUAL NAILED GLUED. ttiLeoARD 3/4"T/G PLY. IZED WIO BEAM _ O_-_ .--- 2XI0'e a 12"O.C. NAILED 2 0 e mL CE O.C. - !I MUDROOM �I'I SIDING 2XI0'.m 12"O.G. 1 R30 INSUL. i- - IX3 STRAPPING o) PORCH k 5/8"F.C.WALLBOARD R30 INSUL. -SIZED WIO BEAM IX3 STRAPPING 5/8'F.C.WALLBOARD 2X6'e m 16"O.G. 3/4"T/G PLY. 5/8"F.C.WALLBOARD NAILED a GLUE DEccING 1/2"WALL SHEATHING GARAGE 5/8"F.C.WALLBOARD GARAGE 2XI0'e m 16"O.C.. HOUSE WRAP OR EQUAL e' 2X6'e m Ib"O.C. SIDING 1/2"WALL SHEATHING 30 INSUL. 4"CONC.SLAB HOUSE WRAP OR EQUAL SIDING. ' GONG SLAB _ BASEMENT 4 - 4„CONC.SLAB •�• CROSS SECTION (E) CROSS SECTION (F) CROSS SECTION (G) BUILDER JOB ADDRESS DESIGN n n f�J DATE REVISION DRAWN BY PAGE SCALE COSTA RESIDENCE PROPOSED FOUR BEDROOM, ��✓� ✓o �/ �l d v�o 0 0 4-24-18 « JB •�oF�L 1/4"•1'0" �f3 D�is igns 180 KETTLEHOLE ROAD TWO CAR GARAGE HOME W !U FLRC4ASE OF DRAWMGS LEAVES PURCNdSER RESPONgIBLE FOR COMPLIANCE Wrtw ALL ))EXACT SIZE AND REIN O¢LE T OF ALL CGNCRE E FOOTINGS S)ALL FOOTINGS 84ALL ENTEND BELOW FROSTLINE vERli DEPi. WEST BARNSTABLE, MA. OOdL BULLRING WDEB AND ORDINANCE., DESIGNS MAY NOT BE 4ELD REb—NSI.LE MJ T BE DETERMINED-LOCAL—DONDRION5 AND ACCEPT4BLE (AJ VERIFY 5TRUCTURAL ELEMENTS FOR DESIGN�gIZE P.O.BOX Z,e �S .1 4.4-51 zl FOR BITE LONDRIONB OR FOR THE USE OF THESE DR4WINGg pURIN'Ca GON9TRUCTION. PRACTICES OF CONSTRNC—,—1—DESIGN W'rt4'LOCO ENGINEER. Wa4 LOCAL ENGINEER AND BUILDING OFF.IALS. WE9)BAarc.)4BLe na owue RIDGE VENT 2X12 RIDGE 2XIO RAFTERS a I6"O.C. I/2"ROOF SHEATHING 2XIO RAFTERS m Ir."O.C. 15•ASPHALT PAPER 1/2"ROOF SHEATHING ASPHALT SHINGLES 15•ASPHALT PAPER ° ASPHALT SHINGLES12 2XI0'e C.J.m 16"O.C. ASPHALT ROOFING ASPHALT ROOFING 15•ASPHALT PAPER 15•ASPHALT PAPER ------------- 1/2' SHEATHING ', R49 INSUL. ______________ I/2°SHEATHING IX3 STRAPPING ® TYP.H2.5A TIES TYP.H2.5A TIES T - 1/2"WALLBOARD LAUNDRY -P MASTER DRIP EDGE DRIP EDGE LANDING BATH 5"GUTTER .c 5"GUTTER r 3/4"T/G PLY. ' ,nyI NAILED 4 GLUED. — I' +_ = IX8 FACIA IXB FACIA 2XIO'e m 16"O.C. mip 2XIO'e m 16"O.G. r 2XIO'.m I6"O.C.y IX8 SOFFIT SIZED WIO BEA ,1 I IXB SOFFIT 2-I/4"VENT ?' YI 2-I/4"VENT OR EQUAL ,,,'Ili MATCH EXIST.MLDG. I-3/4"BED MLDG. j LIVING I 1/2"WALLBOARD NOTCH FRIEZE 3-2X10'e KITCHEN II BATH BEDROOM•4 2X6'e m 16"O.C. TO RECEIVE SIDING. � 1 TYP.SIMPSON MSTC2B STRAPS DOWN AND OVER ION 1/21 WALL STHEATHING AND POST.(FOR CORNIER-' , I �W rl� THE TOP OF BEAM,HEADER HOUSE WRAP OR EQUAL ry u` APPLICATION) 3/4"T/G PLY. 2X10'e m 16"O.G. ! SIDING �V NAILED 8 GLUED. _ ,d3)P I'D 11; 3-2x12'e GIRDER R30 INSUL. v 3-1/2"C NC.FILLED---" BASEMENT I _ LOLLY OLUMN. (EAV SAVE -----. "1 EAVE DETAILS «� EAVE DETAILS 4 _ v 4"CONC.SLAB (CORNER APPLICATION) GROSS SECTION (N) Is y RIDGE VENT _ _ , 2XIO RIDGE U -� n TYP.2-5/8"X8" ® 6 GALV.CARR.BOLTS `ai�^IW�IV) Z LL' IX6 T/G PROF. ® m 16"D.C. Ve ' a :1!� OPEN a � ; TYP.6X6 PT POST o TYP.ABU66 BASE DECK COVERED A (UPLIFT 2300) DECK u 4 SIDING GRADE I I I ~ IX DECKINGI - ,C�o L V Ocn L HOUSE WRAP IX2 TRIM BRD. 1/2"SHEATHING �OcA.�cA ]XIO'e PT a I6"O.C. ',.' c U r O A p x vecKlw 3/4"UP d'0 QA . �; PT 9Lk'EPER9�� DRIP EDGE 1�n1 � 'dFe V ro SHINGLE STARTER ° '---iX FACIA O ° Ate,° COARSE 2X6 P.T.SILL =- 9H2.5A 5 400 VENT SILL SEALER E R R TIES IX6 SOFFIT d $ OPTIONAL 2-•5 ROD IX FRIEZE WITH e• TOP RING 2"CLEAR BED MLGD. •' 5/8"X12"ANCHOR aI 1 P.SIMPSON MSTC28 BOLTS. py Y1{1 STRAPS DOWN AND OVERG''na.°dn° THE TOP OF BEAM,HEADER °`'".uIG FOOT, CROSS SECTION (I) �1I1 AND POST.(FOR CORNER,,' °Oe"' APPLICATION- / /////// •°• EAVE SILL SILL DETAILS « EAVE DETAILS »I BUILDER JOB ADDRESS DESIGN O DATE REVISION DRAWN BY PAGE SCALE COSTA RESIDENCE PROPOSED FOUR BEDROOM, �-✓ Lv//l J//�L//( ll,M(� Ov�o�Ol/ 4-24-I8 « JB •�oFJL 1/4°.1'0" je DC�signs 180 KETTLEHOLE ROAD TWO CAR GARAGE HOME U 1U FVRCNASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR CO IPLIANLE WRN ALL O)EXACT SZE AND REINFOQC-ENT OF ALL CDNCREIE FOOTINGS e)ALL FOOTINGS—EXTEND BELOW FROSTLINE VERIF WEST BARNSTABLE, MA. OCAL BWLLDING LODE9 AND ORDUJAN M$DESK Ng 1—NO}BE 4ELD RESPONSIBLE rLBT BE DE ERHINED BY LOCAL 50IL CONDRION5 AND ACCEPTABLE !<)VERf 5TQYCiLRAL ELET•J,TS FOR DESIGN,5� avr vgs /r�gJ ag¢9534 O) FOR SITE CO.NDrtIONS OR FOQ THE USE OF THESE DRAWINGS DURING CONSTd1CTION. PReCTCE6 OF CONSIQUCTION.VERIFY DE91GN IL'RH LOCAL ENGUiEEFE. WRH LOCO ENGINEER AND BULLRING OFFICIALS. WEHt LiARAgT 481.E PL0.OLLd - - rWALL LENGTH•20'-O"—-—-, rWALL LENGTH• , —-—74 o"—- -, I FULL HEIGHT SHEATHING.U-s 34'-0 WALL LENG TH• FULL HEIGHT SHEATHING•12�a"I I FULL HEIGHT SHEATHING-JB1:'I ACTUAL SHEATHING•�3_k I (Min. SHEA ed��k) ACTUAL SHEATHING•@_% ACTUAL SHEATHING•�B_% _ (Min.Required�Lk) I I (Min.Requlred�Lk) I RATIO. 1.00 RATIO. 1.00 RATIO- L00 I EDGE NAILING•_fkLO.C. EDGE NAILING•__,C_O.C. I I EDGE NAILING•__(,7_0.C. I L IELD NAILING•JZO.G. — J FIELD NAILING• 12" O.C. 'FIELD NAILING•JZO.C. L--'----------- L--------•—'—'J 20'-0" 'SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR SHE4 SHEAR SHEAR -WALL WALL WALL WALL WALL WALL _WALL WALL WALL_ o 2,$F S'-4" 2,�• 'SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR' SHEAR SHEAR •SHEAR -WALL WALL WALL .- WALL WALL �� WALL WALL WALL WALL • o3---; i 24'-0" SHEAR WALL FRONT ELEVATION rWALL LENGTH-16'.0 FULL HEIGHT SHEATNINGFgjQ'I ACTUAL SHEATHING•J'ty_% - I (Min.Requlred_'J_%) RATIO= 1.00 WALL LENGTH. EDGE NAILINGF 4"O.C. I I FULL HEIGHT SPENGHING=S'-S -- FIELD NAILING•JZL0.C. ACTUAL L_—_—_—_—_—_— J I (Mi..Requlred_43_%) R RATIO-1.00 EDGE r,WALL ",I c I NAILING- ___O.C. LENGTH- ELD_NAILING• 3„ O.G. _ —--- -Q" --,FULL HEIGHT SHEATHING- - - _—_— rW-ALLLENGTW-34' ACTUAL SHEATHING•--'L% I (Min.Requlred_A3_%) I -_ — - - — __ -- - - - - -- — - - - _.. I FULL HEIGHT SHEATHING, RATIO• 1.00 - - -- -- ACTUAL SHEATHING=.r2L% EDGE NAILING• O.G. I sNEAR�STRA - •- - -- - ��I (Min.RequlredSJ_%) I 'FIELD NAILINGF�O.C. WALL RATIO•J.00 SHEAR SHEAR SHEAR SHEAR _ SHEAR L_—_—_—_—_—_—_J 'UNIT I EDGE NAILING• =O.G. -- - WALL WALL WALL WALL WALL ,FIELD NAILING•J2_O.G. 5, 3'-2k," Y '� WALL LENGTH• i.- - • FULL HEIGHT SHEATHING•�-Q I STR r WALL LENGTH• ACTUAL SHEATHING•JQ2k 100% STRA STRA p - THIS SS -A STRA STRA I FULL HEIGHT SHEATHING- I (Min.Required�3_%) I SHEAR SHEAR SHEAR.THISI SHEAR UN4T SHEAR THI SHEAR ACTUAL SHEATHING. RATIO- 1.00 WALL :WALL ,UNIT UNIT WALL UNIT WALL ' s WALL UNI WALL II UNIT ��UNIT ( (Min.Required-43_%) EDGE NAILINGF " -i so I ZO.C. RATIO 'FIELD NAILING•J2_O.C. -- - -- EDGE NAILING- - O.G. L ---------_—J 4.4" 4,-51." I FIELD NAILING. 3„O.C, SHEAR' - .SHEAR , WALL LENGTH•16-0 WALL WALL r---------,----, WAL LENGTH- FULL HEIGHT SHEATHING-IO,_2, SHEAR SHEAR -SHEAR H SHEAR F LLLHEIGHT SHH�ING•122' ACTUAL SNEATHINGF�Z%(Min.Required�LkJ WALL WALL WALL WALL ACTUAL SNEATHING•�;_% �'RATIO. L00 y'-0 5'-10° l-815 (Min.Required-aL%) EDGE NAILING•�' O.G. 3-5 -- - --''3'-215' RATIO. 1-00 'FIELD NAILING•J2_O.C. EDGE NAILING•�_O.C. L_—_—_—_—_—_—_J ___.__—_ _. _ ._.._._-._ �._ _ __.-._ -____ i FIELD NAILING•JZO.C. L--------_----J 16'-0" 34'-0" SHEAR WALL REAR ELEVATION BUILDER JOB ADDRESS DESIGN �QQQQ�QQQ - �-=-✓O V� ^D DATE REVISION DRAWN BY PAGE SCALE COSTA RESIDENCE PROPOSED FOUR BEDROOM, ✓� ✓�✓�v�0 ��U o LJ/ 4-24-18 JB •3-OF JL 1�4"•1,-0" ✓B D�sig(ns 180 KETTLEHOLE ROAD TWO CAR GARAGE HOME ORD W PNRCN OF DRAWW LEAVES P—ASER RE6Po\Sel.E FOR COMPLIANCE WrtN 4LL R)E%ACT WE AND REl.FOV E`s.T OF ALL CONCRETE OOnNGS (5)ALL FOOT NOB S—L ENTEND BELOW FR05TLINE vERIFY D_T4 ULLRING , WEST BARNSTABLE, MA. , LOCAL B GORES ANp CM,S DESIGNS MAY NOTE GELD R—O"BLE LdT BE DETERMINED—LOCAL SOIL CONDRION5—ACCEPTABLE T4) GLCTU VERP 6TRAL ELEMENTS FOR DE*K 5= P.O.ep m5 t*50B.)494-9534 ZI FOR SRE LONDrtgN9 OR FOG THE WE OF THESE DRAWINGS 11 OO--ITION. PRACTICES OF CONSTRUCTgN.VERIFY DE6GN-L LOCAL ENGINEER. WrtN LOCAL ENGINEER A—BULLDMG OFnGIAL6. LEST BAA'NDrAeve M4 OS•fd WALL LENGTH=2B'!� /��\ WALL LIE GTH•1Q_3 FULL HEIGHT SHEATHING- I %��•, `` I FULL HEIGHT SHEATHING.5'-0"I ACTUAL SHEATHING•-AL% �•%�� ���' ACTUAL SHEATHING•_A&.:% I (Min. (Min.Requlrad�3_%) RATIO,1.00 i�� y RATIO,JQQ EDGE NAILING• O.C. I %%" I EDGE NAILING- 3"O.C. FIELD NAILING•JZO.C. ~ FIELD NAILING•JLO.C. I. \ 7L-------------J ✓/ /� 25.0" EXTEND HEADER rWALL LENGTH.2A'1*3° , / \\_ , TO KING STUD • I>' I FULLH EIGHT SHEATHING- IV-1 ACTUAL SHEATNING•_41—% in.Required �%)m RATIO I-00 I I.,I SWEAR EA NAILING-_EDGE R 'SHEAR I 1f �''• WALL WALL 'WALL I 2 Sri FIELD NAILING-_i_O.C. L-—-—-1z-—-—-—-J I .I L—__II I Ii��f�1p1 I 1 8 EA -�1.SHEAR. tl 13'-3°. } _ NAIL TOP PLATE TO HEADER WITH I ( NAIL SCHEDULE _ I I CONTINUOUS SIZED 9-I/2' LVL'S I TWO ROWS OF 16d — — -- ' I S ad COMMON NAILS AT 3"O.C. I, r ❑I❑❑� I ���❑❑��� 1� AT3"O.C. I I �r'� `SHEAR. SHEAR I I LJLJ❑ ❑❑❑ I. I ❑UIJ ❑❑❑ 11 �j SHEAR I n I I II II WALL I —_ WALL -- ,i 1 JIi WALL i I;ueiNAL�i i �II�h.1 �I II -EA I[��925/B°ANCHOR BOLTS WITH 1 . ' ,_� "4 B I � 3-815 1 3'-2�5" 1• lI ' I ' I I' SHEAR SHEAR 24'-0" WALL - - - SHEAR WALL LEFT ELEVATION - I 1 rWALL LENGTH-15'-0„ ,I l e�FULL HEIGHT SHEATHING. I I ACTUAL SHEATHING•—r•3_% °�'.••AOa•.Ad•A•.AOa•.AO•A . L— (Min.Requlred_5j__%) RATIO.1.00 °4 .°6•a .°0•n °6 15,-0" I EDGE NAILING=4_O.C. .FIELD NAILING•J2_O.C. L----_—_------J GARAGE OPENING DETAILS r — — — -------„----- ---,;— WALL LENGTH•11L ,WALL LENGTN•24'O ,WALL LENGTH.��'-� AULL HEIGHT 5HEATHING•4'-B�" I I FULL HEIGHT SHEATHING- I I FULL HEIGHT SHEATHING- -& CTUAL S,EATI-IING•-,L% ACTUAL SHEATHING•_J�_% ACTUAL 5HEATHING•__9L% rWALL LENGTH=26'�" I (Min.Requlred__43_%) I I (Min.Requlred_k.�_%) I I (Min.Required 63 %) I I FULL HEIGHT SHEATHING- W� "" RATIO.1.00 RATIO I.QQ RATIO-],On I I I (2 ACTUAL SHEATHING=_]% EDGE NAILING,_ZLO.C. EDGE NAILING, O.C. I EDGE NAILING•�O.C. I (Min.Requlred_h3_%) I L- FIELD NAILING•JZ J LO.C. 'FIELD NAILING•JZO.C. 'FIELD NAILING•J2'_O.C. D RATIO' 1.00 �---- ------- --------------� L----- -------J � I EDGE NAILING•_.&LO.C. I I} L FIELD NAILING=J2_O.C. ' B•� --------------I rWALL LENGTH,g-(z FULL HEIGHT SHEATHING• -tz ACTUAL SHEATHING- % (Min.RequlredjQQ_%) {BNEAR eNeA.R - SHEAR _ A SHER .SHEAR � 'I RATIO•yQ2 'W"u' pY�il�Imu1 ` WALL WALL ..WALL I EDGE NAILING•__Ik!_O.C. D I U II I, _ __J. I LFIELD NAILI----.C._—_J D NNN--- III g'II. SHEAR `SHEAR I II ' 'SHEASHEAR' II SHEAR I SHEAR SHEAR jr jLI I; SHEARI�I SHEAR -WALL WALL WA WALL WALL I iI I I - .. .�I I.... i �I •. li III I�- -�� .B� I 5'-3" g_5• I 3-4' ' t . 4'-II". 3'-10° I 9�' �I Ijl�i•I I II L-.I I I I I d I I iII- I I j� I,I I I I i I I i • ° 14'-l'Y." SHEAR rEl, 'SHEAR SHEAR24-0 �WALL .WALL 91 WALL � I I SHEAR WALL RIGHT ELEVATION u•-low° I I BUILDER JOB ADDRESS DESIGN iROB n�o o O DATE REVISION DRAWN BY PAGE SCALE COSTA RESIDENCE PROPOSED FOUR BEDROOM, ll�l/llll�llll �//l J//�U/( //JM// 4-24-18 JIB •1QoFJ 1' L 1/4"•-O" J.8 D�sig'ns 180 1GETTLENOLE ROAD TWO CAR GARAGE HOME W RON ABE OF DRAWINGS EAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WrtN A (}v)E%OGT SZE AND REINGOQCE ENi OF AU-COVORtTE FOOTINGS 9)ALL FOOTINGS-ALL—END BE OW TLINE VERIF DEPT4. WEST BARNSTABLE, MA. LOCAL BULLDIVG CODES AND ORDINANCES,ADESIGNS—NOT BE GELD RESPONSIBLE LST BE DETERMINED BY OCAL BOIL CONDn10- ACCEPTABLE 1.1 VERI-Y B QUC URA ELE ENi9 FOR DESIGN SUE P.O 20 IDS BJy4S� ZI N FL FOR BITE CO NEONS OR FOQ E USE OF TNEBE DRAWINGS DURING .. ND BNLD LONSTRIICTION. PRACTICES OF CANSTRUCTION.VERIFY DM —LOLAL ENGWEER. Wn.LOCAL ENGINEER A OFFICALS. uesr BARIISfABLE rIA.OSsbd ��1.1AWG GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE CHECK mp" MASSAGHUS£TTS GHEGiCL15T FOR COMPLIANCE 1T80 GMR 5301.2.I.0 COMPLIANCEWIND SCOPE C� NE _ WIND SPEED(3-SEC.GUST)____________________________________________________________________________IIO MPH WIND EXPOSURE CATEGORY--------------------------------------------------------------------------------B 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) 7 STORIES<2 STORIES�L NUMBER OF \ \ JOINT DESCRIPTION connoN NAIL SPACING ROOF PITCH_________________________________________ (FIG 2) ------------------------------------- 12/12 C 12:12 11 NAILS BOX NAILS J MEAN ROOF HEIGHT---------------------------------- (FIG 2) .---_ -------------------------------28_FT<33' I/ BUILDING WIDTH,W----------------------------------- (FIG 3).-.-_---_-.---_____-__-----__--_-_---F28_FT<80' 1/ TYP.FIELD NAIL SPACING ROOF FRAMING • BUILDING LENGTH,L---- ---------------------------- (FIG 3)-------------------------------------- FT C Do' ad COMMON•6"O.C. BLOCKING TO RAFTERS(TOE-NAILEDI 2-fid blOd EA GJ END BUILDING ASPECT RATIO(LAU)------------------------ (FIG d)._-___----------_------_-_-___------- I nn <311�L \ RIM BOARD TO RAFTER(END-NAILED) 2-I6d 3_wd EACH END NOMINAL HEIGHT OF TALLE5T OPENING)---------------- (FIG 4)-----_-----._--____-____----__---_---Alz_(6'9'�L TYP.1/16"WOOD •'••• • WALL FRAMING > 1.3 FRAMING CONNECTIONS STRUCTURAL PANELS _ _ - PLATE AT INTERSECTIONS!FACE NAILED) d-I6 SI6d 2AT d'O INTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2)______________________________________________ �L TUD i0 STUD(FACE NAILED) 2-I6d 2 bd - . TOP d 9 HEADER TO HEADER(FACE-NAILED) 160 I6d 16"O.L.ALONG EDGES 2.1 FOUNDATION \\ FLOOR FRAMING FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 +' •' ' ' • JOIST TO BILL.TOP PLATE OR GIRDER(TOE-NAILED) d-ed 4-I0d PER JOIST CONCRETE______________________________________________________________________________________________ �L BLOCKING TO.D157(TOE-NAILED) 2-Sd 2-IOd EACH END TYP.EDGE NAIL SPACING '• '•> '•• ''• ''+- CONCRETE MA50NRT____________________________________________________________________________________ _�L .' .'•- BLOCKING TO BILL OR TOP PLATE rtOE-NAILED) 9.16d 4-I6d EACH BLOCK (Bd COMMON•6°D.C. LEDGER STRIP TO BE an OR GIRDER(FACE-NAILED) }I6d d•Ibd EACH JO19i 2.2 ANCHORAGE TO FOUNDATION \\ \ \\ \ JolsT ON LEDGER To BEAM(TOE-NAILED) 3H>d 3-lod PER JOIST 5/8'ANCHOR BOLTS IMBEDDED OR 5/8'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY '> BAND JOIST TO JOIST(END-NAILED) 3-I6d 4-ibd PER JOIST RAFTER CONNECTIONS BOLT 5PACING.6ENERAL -------------------------(TABLE 4)--------------------------------------JEb_IN. I/ .-", BAND JOI5T TO SILL OR TOP PLATE ROE-NAILED) 2-I6d 3-U.d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE---------(FIG 5)----------------------------------6J2'IN.(6'-12' 1/ NON- •,TYP.H2.5 TIES BOLT EMBEDMENTCONCRETE.--------------------(FIG 5)------------------------------------ -V IN.>T" LOADBEARING 1 •�•, ROOF SHEATHING - ' BOLT EMBEDMENT-MASONRY._____________________(FIG 5l..________._________._______________�IN.>IS' ( STUD HEIGHT '•• � ,+ + WOOD STRUCTURAL PANELS PLATE WASHER-----------------------------------(FIG 5).-_----___-__--_.__ ------------------)3"X3'XI/4'�L UPLIFT • „ ,. RAFTERS OR TRUSSES SPACED UP TO 16'O.C. Sd 104 6'EDGE/6-FIELD MAX.WALL LOA D HEIGHT 3.1 FLOORS HEGHT 20 • % • - STUD HEIGHT RAFTERS DW TRUSSES SPACED OVER I6'O.C. ad IOd d"EDGE 14'FIELD ',• ,•' .• ,• GABLE ENDWALL RAKE OR RAKE TRUSS ad qd 6'EDGE/6'FIELD FLOOR FRAMING MEMBER SPANS CHECKED------------(PER 180 CMR 55.00)---------------------------------- �L I -•,+••,--•', WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION.________________(FIG 6).------___--_--_-_---_-._ JQ FT C TV_IL -• MAX.WALL GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6'EDGE 16"FIELD FULL WEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)----------------------------- HEIGHT 10 W16TRUCT URAL OUTLOOKER5 MAXIMUM FLOOR J015T SETBACKS GABLE ENDWALL RAKE OR RAKE TRUSS 8d IO d 4"EDGE/4'FIELD SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG U-------------------------------------2L'FT C d�L I W/LOOKOUT BLOCKS MAXIMUM CANTILEVERED FLOOR JOIST - - •'- •' CEILING SHEATHING SUPPORTING LOADBEARING WALLS OR SWEARWALL.(FIG 8)--------------------------------------n FT(d_1L I '. ,',+. GYPSUM WALLBOARD 5d COOLERS I Y EDGE/10•FIELD FLOOR BRACING AT ENDUALLS-----------------------(FIG 9) .------________--__------_----_----__--_____--_. FLOOR 5HEATHING TYPE______________________________(PER 180 CMR 55.00)._--_-____-_.-___--__-._____..-... _>L 1 - WALL SHEATHING FLOOR SHEATHING THICKNESS-------------------------(PER 180 CMR 55.00)._-_________---___-_-____. 3/4"IN. WOOD STRUCTURAL PANELS FLOOR SHEATHING FASTENING________________________(TABLE 2)-&-.d NAILS AT r, IN EDGE/ 12 IN FIELD 67UD5 SPACED UP TO 2d'O.L. Bd IOd 6"EDGE)12'FIELD _ I/2"AND 25/32'FIBERBOARD PANELS ad - 3"EDGE/6'FIELD 4.1 WALLS I I/2'GYPSUM WALLBOARD 5d COOLERS - l'EDGE/10'FIELD WALL WEIGHT I ,• , , 1 LOADBEARING WALLS._--------------------------.(FIG 10 AND TABLE 5).__-__--_--______.____.-B-_FT(10' FLOOR SHEATHING NON-LOADBEARING WALLS________________________(FIG 10 AND TABLE 5).-_-_-__.____..__.____.--&_FT<20; 1L LATERAL 1 -.;. - •• WOOD STRUCTURAL PANEL6 WALL STUD SPACING---------------------------------(FIG 10 AND TABLE 5). JFZ IN(24'O.C._>L '- •' - ,'- ' •'" 1'OR LESS ad IOd 6"EDGE I U'FIELD WALL STORY OFFSETS-------------------------------(FIG l.8).____________-_---_--_--_-__-___-_.2�FT<d�L •• '• GREATER TH4N 1' IOd IOd 6"EDGE/6'FIELD 4.2 EXTERIOR WALLS' 1 TYP.HORIZONTAL DOUBLE GENERAL NAILING SCHEDULE WALL STUDS LOADBEARING WALLS.---_________________________(TABLE 5).---_--___-_ --.2X�_-�_FT.n IN I/ SHEAR NAIL EDGE(STAGGERED NAIL - PATTERN Bd COMMON NO'-LOADBEARING WALLS--------------------- ___.(TABLE 5)..__________________________2X�-�_FTl]_IN�L I ,+ •,�_•,+ VIIII GABLE END WALL BRACINGI FULL HEIGHT ENDWALL STUDS_____________________.(FIG 10)---------------------------------------------- �L -.,+-.: -. •.: TYP.lAb"WOOD STRUCTURAL W5P ATTIC FLOOR LENGTH.-_---. --___ (FIG IU____________________ �FT>W13 _.__ ________. ________________ - VERTICAL PANEL SHEATHING GYPSUM CEILING LENGTH(IF WSP NOT USED)---------(FIG IU___________________________________--------- Q FT)O.SW�L I AND 2XA CONTINUOUS LATERAL BRACE•6 FT.O.C.(FIG 11)--------------------- _______ �L ' , " TYP.VERTICAL ED OR IX3 CEILING FURRING STRIPS s 16'SPACING MIN.WITH 2Xd BLOCKING•4 FT.SPACING IN END------------ �L 1 •• •. •. SPACING(8d COMMONGENAIL DOUBLE TOP PLATE JOISTOR TRU55 BAYS---------------------------------------------------------------------------------- . DOUBLE TOP PLATE _. " " ••' •_O.C.) 5 SPLICE LENGTH---------------------------------(FIG 13 AND TABLE 6).__-__-----___-_--_----._ A FT SPLICE CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE GJ---------------------------------------_I2 �L ' • TYP.FIELD NAIL PACING _ LOADBEARING WALL CONNECTIONS '' •' '•' LATERAL(NO.OF 16D COMMON NAILS)------------(TABLE l)-----------------------------------------2 �L - Bd COMLION• D.C. NON•LOADBEARING WALL CONNECTIONS 1 •+ �'+ LATERAL MO.OF I6d COMMON NAILS)------------(TABLE 11).--------------------------------------1 �L DOUBLE HEADER LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE S) HEADER SPANS---------------------------------(TABLE 5)._____--_----___-_-___--___-.A/1FT QIN.(II'�L •.• SILL PLATE SPANS_______________________________(TABLE 5).__-___-_--____.___-_---____.yam�1JJN.C 11' FULL HEIGHT STUDS(NO.OF STUDS)---------------(TABLE 9).-___-_--__--_____-__-__--_-_---._-_--._3_ �L 'e FULL NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 1 ' ° • e STUD °• °• HEIGHT HEADER SPANS---------------------------------(TABLE 9)------------------------------ �1N.(12'�L •.° .. Oe .°(a 0•e•.°d•e•. SILL PLATE SPANS------------------------------(TABLE 9).-------_-___-__-_--__.__-__ -3_FT Q IN.<12'�L ° .._ DOUBLE JACK STUD FULL HEIGHT STUDS(NO.OF STUDS)._________ ______________________________ e e r e '•' REQUIREMENTS AT EACH END OF HEADER e ' MINIMUM IXTERIOR WALL SHEATHING i0 RESIST UPLIFT AND SWEAR bIMUL i ANEOUS!T' .°0'e .°d'e 4 .°D•e .°d' HEADER SPAN HEADER NUMBER OF UPLIFT LATERAL WINDOW SILL PLATE MINIMUM BUILDING DIMENSION,(W J e ° ,. ' e FULL+IEIGNT ° " ° e °• (FT.) SIZE 5TUD5 (LB.) (LB.) NOMINAL WEIGHT OF TALLEST OPENING2_--------------------------------------------------------1-8<68 �L • ° °' 24'O.C.MAX. -'a •' 24'O.G.MAX.- SWEAT WING TYPE--------------------------------(NOTE 4)--------------------------------------JC2_IN. IL q'e 1.4 d'e •'. EDGE NAIL SPACING.____________________________(TABLE b OR NOTE d IF LE55).____________.______IN.�L STUD SPACING. '° •. .. STUD SPACING 2. 2-2X4 I 2ll 132 _ ------ - FIELD NAIL SPACING....-------------------------(TABLE 10) ._-_---_--_-___---___-_-__-___-_--___IN.�L SEE PAGE 10 OF II ° °•�a °••a °••a °••'- °• °' °' 3' 2-2X4 2 416 198 SHEAR CONNECTION(NO.OF I6d COMMON NAILS) (TABLE 10)-------------------------------------- �L 'e D'e d'e 0'4 0'e 'e .�T'e .°d'4 .°d'e .° PERCENT FULL-WEIGHT SHEATHING-----------------(TABLE 10).__-____-___------_--__-__-_--_-_-__-t �L •. ° •. e •. A '" e•. ,•. e A ,. 4' 2-2X4 2 554 264 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)b'8"(DESIGN CONCEPTSI_________________________ '° .^"ed.�•ad.t °•,ad,e••a ° 5 2-2X4 3 6S3 330 MAXIMUM BUILDING DIMENSION.(L) '° 6� 2-2X6 3 831 E 356 _______-----------_____---------______.......... ______ NOMINAL WEIGHT OF TALLEST OPENING 2--------------------------------------------------------J��(6'8"�L •. :l .:1 .:1- .:1 •:�' SHEATHING TYP -------------------------------(NOTE 4).-_-_-___--_---__-------_-_-_-_--__-_-.JLZ IN.�L 1, 2-2X8 3 9l0 462 EDGE NAIL SPACING-----------------------------(TABLE 11 OR NOTE 4IF LESS).___-_-_...__-_--_--_IN MAXIMUM WALL STUD HEIGHT , STUD SPACING 8' 2-2X12 3 1,108 525 '° •°d'4 -°d•e .••d'e .°de .°d .°d'n .°1, .;d'e .°d•e .°d•{ FIELD NAIL SPACING.-.__________________________(TABLE III.______._______.________________._______IN.�L SEE PAGE 10 OF II • a a 4 a e 4 o a SHE CONNECTION MO.OF I6d COMMON NAILS) (TABLE IU--------------------------------------- �L 9' 3-2XI0 3 1,241 594 •!<° ,•.° °^°. ! A °• . • PERCENT FULL-HEIGHT SHEATHING (TABLE IU ________ TL RAFTER CONNECTION AND WALL SHEATHING 10 3-2XI2 4 Ij85 660 'e U'e d'e d'n d'° n" P ANCHOR BOLTS AND 5%ADDITIONAL 514EATWING FOR WALL WITH OPENING>6'8'(DESIGN CONCEPTS)__________________________ �_ •' • .' ° .' a .' A . .e WALL CLADDING II' 4-2XI0 4 1,524 l26 0,! o,•, e••, °, °, 3'X36.. PLATE WAbWER •° .°0•a .°d•e .°d'6•.°d'e•.°d•A de de d•e de .°d•e•.°d RATED FOR WIND SPEEDT.______________________________________________________________________________. �L WALL OPENINGS - HEADERS ° ° ° ° '• ° 5.1 ROOFS °d., °d.° °d.; °d.°•°d.e•^d,e•'d.°•."�°e••"d.e 4' ROOF •° ROOF FRAMING MEMBER SPANS CHECKEDI(FOR RAFTERS USE AUIC SPAN TOOL.SEE BERS WEBSITE) IN LOADBEARING WALLS ROOF OVERHANG-----------------------------------(FIGURE IS)-------------- 7 52"FT<SMALLER OF V OR L/3�L ° TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS ,°O'e .°d'e .°d•e .°d•e .°0'e .°d'° .°d'e .°d'e '.6., PROPRIETARY .°d•• PROPRIETARY CONNECTORS • UPLIFT---------------„_-___--__---__------_-.(TABLE DJ U•3QjPLF�L ° ° ° ° • ° . 4 • ° e . ° LATERAL------------------------------------. -------------------------------------L.J3LPLF�L • SHEAR_______________________________________(TABLE 12)-------------------------------------S•_T,yLF�L RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131______________IT___-______-_-_-_.T•_Z2SPLF�L • GABLE RAKE OUTLOOKER____________________________(FIGURE 20)-------------- FT<SMALLER OF 2'OR L/2�L TRU35 OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS PROPRIETARY CONNECTORS UPLIFT----------------------------------------(TABLE 14)-------------------------------------U•Ajj).B.�L LATERAL(NO.OF ISO COMMON NAILS)----------(TABLE 14)-------------------------------------L•14A15.1L STUDS AND HEADERS ROOF SHEATHING TYPE------------------------------(PER 180 CMR 58.00 AND 59.00)--_-_____--_-__--__-_. ROF SHEATHING THICKNESS.--------------------------------------------------------------JLZ_IN.)1/16'W5P ROOF SHEATHING FASTENING-------------------------- (TABLE 2)--------------------------------------------- _AL AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE COSTA RESIDENCE PROPOSED FOUR BEDROOM, %L✓��V�O ° C�l�l� �/ �1L/� 0 ° 4-24-18 « JB •1LOFJL 114".ro° ✓<8 Designs 180 KETTLEHOLE ROAD TWO CAR GARAGE HOME SITE COND ELE AND U) PURL ASE OF DRAW LODES NGS LEAVE5 PWiCHASER RESPO SBLE FOR LOTPLIANOE WRw ALL EXALT:IM AND REINFORLEYENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS SHALL Ex END BE OW MOSTLINE-IFT DEPTF. WEST BARNSTABLE, MA. f LOCAL 5-1- A DESIGNS-NOTE GELD RESPONSIBLE nAT BE DETERNNEO DY LOCAL SOIL CONDITIONS AND ACLEPTA (A)vERF-T 6TQUCTI:RAL 76 FOR�MIGN•6ZE P.o.OOX ms tS BJ 494-9534 Z I FOR ITIONS OR FOR THE US£OF THESEA-"DYRI.�G CONSTRYCTK)N. PRACTICES OF CONSTF-TION,VERIFY OES'GN WIT•LOCAL ENGINEER ITH. W LOCAL ENGINFff!AND BWLDMG OFFKIAL6. WEST G4RN3T4w:F/YA Omb•0 Q i Q¢�5 �O O� A i r: r+ 8006805PAGE 278 �:7515 p QUITCLAIM DEED THEODORE C. SPRAGUE and CHRISTINE B. SPRAGUE of 196 Kattlehole Road, West Barnstable,.Barnstable County, Massachusetts for consideration paid, and in full consideration of $190,000 (one hundred ninety thousand dollars), grant to'ROBERT N. SPALDING and NANCY L. SPALDING, husband and wife, as tenants by the entirety, both of 196 Kettlehole Road, West Barnstable, Barnstable County, Massachusetts, with QUITCLAIM COVENANTS, of the land in West Barnstable, Barnstable County, Massachusetts, together j with the buildings thereon, bounded and described as followas 01 WESTERLY by Kettlehole Road as shown on hereinafter mentioned I plan, one hundred ninety-three and 66/100 (193.66) feet; m NORTHEASTERLY by Lot 25 as shown on said plan, five hundred twenty- five (525). feet, more or lose; i SOUTHERLY, SOUTHEASTERNLY and EASTERLY by a Pond as shown on said plan, one hundred thirty y (130) feet, more or less; and o SOUTHWESTERLY by Lot 23 as shown on said plan, four hundred thirty- go seven (437) feet, more or lose. u Containing 56,000 square feet, more or less, and being LOT 24 as shown on plan entitled "'TRAILVIEW' a subdivision in Barnsta — Rea. Owned a bys Sea-Lake Corp. Scale: 1" - 100' Oct. 23, 1975 Ewald Eng. Co., Inc. Framingham", which said plan is duly recorded with Barnstable d County Registry of Deeds in Plan Book 301, Page 99. Together with a right of way as appurtenant to said lot over the ways as shown on said plan, in common with others who are now or may hereafter be entitled thereto. o m Subject to an Easement to the New England Telephone and Telegraph wCompany at al dated February 8, 1974, duly recorded with Barnstable b County Registry of Deeds in Book 20Q5. Page 57. e Sea-Lake Corporation, the prior grantor, reserves a right of way over so much of said lot as by implication of law lies within the limits of any way as shown on said plan, and the right to grant easements to public service corporations for the installation and maintenance of public utilities in, over, under, along and upon any private way as shown on said plan and anchors and guys to support lines in esid•ways and on land adjacent thereto. Being the same premises conveyed by deed from Sea-Lake Corporation to Theodore C. Sprague and Christine B. Sprague, dated April 6, 1976 and recorded with Barnstable County Registry of Deeds in Book 2327, Page 194. i. y F.' i. • v L 600K5W5 PACE 279 v li Witness our hands and seal •thie day of M A.P_ , 1987, 1 �. S Christine . pro ,. . 01 Theodore C. Spragu 4 i I The Commonwealth of Massachusetts + Barnstable, as. Q , 1987 F v Then personally appeared the above named Christine B. Sprague and Theodore C. Sprague and acknowledged the foregoing instrument to be I their free act and deed, before me, , Diane E. Kenny, Notalcy Pub My commission expires: July 11, 1991 " C71 OMMONWEALTH OF MASSACHUSET?t m N Re.Ito$ l . I • ,SUN 30 87 j. BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST i JOHN F.MEADE,�REGISTER a MADOACNU9W"S QUITCLAIM DaBn\Y CORPORATION(LAIC;FORM)YOn aouh2327 aAa 194 08531 SEA—LAKE CORPORATION, a corporadon duly esmblMed under the laws of the Commonwealth of Massachusetts, and having its usual place of laidnew at Box 264, Sandwich, Barnstable County,Msssachcueto for consideration paid,and in full coaslderation of $12,200.00, grantsto THEODORE C, SPRAGUE and CHRISTINE B. SPRAGUE, husband and wife, as tenants by the antirety, both of Box 57, 348 Old Craigville Road, 9fx Barnstable (Wes<: Hyannisport), Barnstable with qu*lalnt saustutttl0 County, Massachusette, rhelandin Barnstable (West), Barnstable County, Massachusetts, together with any buildings thereon, bounded and described as follows: (Dawiptlon and tnaumhTmm at any) WESTERLY by Kettlehole Road as shown on hereinafter mentioned plan, one hundred ninety-three and 66/100 (193.66) feet; NORTHEASTERLY by Lot 25 as shown on said plan, five hundred twenty- five (525) feet, more or less; SOUTHERLY, SOUTHEASTERLY and EASTERLY by a Pond as shown on said plan, one hundred thirty rr (130) feet, more or less; and k SOUTHWESTERLY by Lot 23 as shown on said plan, four hundred thirty- seven (437) feet, more or less. Containing 56,000 square feet, more or less, and being LOT 24 as shown on plan entitled "'TRAILVIEW' a subdivision in Barnstable, i Mass. Owned by: :lea-Lake Corp. Scale: l" . 100' Oct. 23, 1975 Ewald Eng. Co., Inc:. Framingham", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 301, Page 99. Together with a right of way as appurtenant to said lot over the ways as shown on said plan, its common with others who are now or may hereafter be entitled thereto. Subject to an Easement to the New England Telephone and Telegraph Company at al dated FEbruary 8, 1974, duly recorded with Barnstable County Registry of Deeds in Book 2005, Page 57. The grantors speci::ically reserve a right of way over so much of said lot as by implication of law lies within the limits of any way as shown on said plan, reserving also to the grantors the right to grant easements to public service corporations for the installa- tion and maintenance of public utilities in, over, under, along and upon any private wary as shown on said plan and anchors and guys to support lines in said ways and on land adjacent thereto. ! For title, see deed from Louis A. Lapio Co., Inc. to Sea-Lake Corporation duly recorded with Barnstable County Registry of Deeds in Book 1674, Page 242. See also deed from Walcott Ames to Sea-Lake Corporation, duly recorded with said Deeds in Book 1674, Page 239. i i ,r C� ,' —EALTH OF MA y5ArC'HU5ETT6 J A 1= %�I �I APRri'1113 '[y _Z e.5 O e iS0.110I7..--._ `999PPP ' C ; i 1 m-2327 rAu 195 fit lUfttlems tubgrtat. the said SEA—LAKE CORPORATION, has caused its corporate seal to he hereto affixed and these presents to be signed, acknowledged and delivered in its name and behalf by Paul J. Lynch, President and Treasurer,,, ikkr hereto duly authorized, this 674 day of A P)L in the year one thousand nine hundred and seventy+4 .^T'.'�•%. Signed and sealed in presence of � � SEAaLBKF..I..0 AT#..............d• �::....... For corporate authority see by I.4 `,.;;'ttr .......,F ......,/ a `N'ti'Ee"'duly"reco'r'dei7"wi'£Fi" "" Paul J. Lynch Freq�ident gad•,Ts' aeurex't' . Barnstable County Registry , tiF of Deeds in Book 2195, 0 Page 39. • .................................................................I.............................'"J:d.................... iQlle fLnutmnuwralt� ryf >a9auuathuaeita Barnstable, ss, APR)L Then personally appeared the above named Paul J. Lynch, President An¢,`:'� 'rr•. Treasurer as aforesaid, ;' •, .',�"�111 a;..tn,'°. and acknowledged the foregoing instrument to he the free act and deed of the said SSA.`T.(�K� .t y * CORPORATION, before me ........................Not:ry'Pu III i'. ',,„ My commission expires R.LELAND st1E�JEN; •.:;iy''• IIY COYMte�,no orpir!P.9%."' ' R.LELAND ENEDEN to COMMISSION VVIRLS I1110tUARY s.1070 rTRUE Y OF DEEDSOPY,ATTEST L �4, t 77A H F.MEADE,REGISTER RECORDED APRIL 22, 1976 CHAPn3t 183 SEC.6 AS AMENUED BY CHAPTER 497 OF J969 Every deed pmentnl fat tro,ol%hull ommal„or have enduned upon It the lull name,mldeaw and port office address of the Sraae and s recbal of the amount of the full canddertion thereof to dollar or the nature of the otbor musidendoo therefor,If not delivered lot s specific manotaq turn.7be full cauldamttb m shall mono the total pike for dno conveyance without daluetion for any Jim of ancombrantn mumal by the itrantre or tooalnln thoreun.All such oal usementt and nrLak shill be recorded ae pat of the deed.Pdlum to comply wide mho waion shall mot affect tha vdl�ty,of a t deaf.No reabYt of deeds dull wcwpc a deed tot wmd4y unless It In compliance whb dw taq-Imnente ul thk"on. �a � 3q-, 17 r � IqlI F e s' J ��c- 5 P -m BF 1331 E3U 1'�: 66394 03 e 29 QUITCLAIM DEED Property Address: 164 Kettlehole Road West Barnstable MA We, ROBERT SICARD and NANCY YOUNG SICARD,both of 164 Kettlehole Road, West Barnstable, MA,for consideration of less than One Hundred($100.00)Dollars,hereby grant to ROBERT A. SICARD, lndividually,of 164 Kettlehole Road,West Barnstable, MA, With QUITCLAIM COVENANTS The parcel of land situate in Barnstable(West),Barnstable County,Massachusetts, together with any buildings thereon,bounded and described as follows: Containing 45,000 square feet,more or less,and being Lot 22A as shown on a plan of land entitled `TRAILVIEW'a subdivision in Barnstable,Mass. Ownded by: Sea-Lake Corp. Scale: V = 100', Oct. 23, 1975, Ewald Eng. Co.,Inc. Framingham",which plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 301, Page 99. Together with a right of way as appurtenant to said lot over the ways as shown on said plan in common with others who are now or may hereafter be entitled thereto. ' Subject to an easement to the New England Telephone and Telegraph Company et al dated February 8, 1974,duly recorded with Barnstable County Registry of Deeds in Book 2005, Page 57. The above premises are conveyed subject to and with the benefit of all easements, reservations and rights of way of record, insofar as the same are in force and applicable. Subject to a 20 foot Drainage Easement as shown on said plan. t 1 r ,,z BK 1331 9 PiG 1 94 663314 For grantors'title reference see deed dated June 3, 1987 and recorded at Barnstable County Registry of Deeds in Book 5758,Page 300. WITNESS our hands and seals this ot -191ay of October,2000. ROBERT SICARD NANCY YOUNG SI AR COMMONWEALTH OF MASSACHUSETTS Barnstable,ss October �-'5,'_2000 Then personally appeared before me the above-named ROBERT SICARD and acknowledged the foregoing instrument to be his free act and deed as aforesaid,before me. y Notary Pub - My commis ion expires:. George W. Miller COMMONWEALTH OF MASSACHUSETTS ' NOTARY PUBLIC &Vca v&me0wApr.29.2Z Barnstable,ss October A 5,2000 Then personally appeared before me the above-named NANCY YOUNG SICARD and acknowledged the foregoing instrument to be her free act and deed as aforesaid,before me. C Notary Publi My commiss n expires: gldeedslsicard.22A.dd George W. Miller NOTARY PUBLIC I�yoormtsdona�pketAp�2D,2006 0ARN dTA19LE COUNT REGISTRY OF DEEDS BARNSTABLE REGISTRY OF DEEDS A TRUE COPY,ATTEST <'�-t� JOHN F.MEADE,REGISTER L 38356 600KS7SSPl<GE 3GO Robert A. Sicard of 21 Raymond Street, Falmouth, Barnstable County,Massachusetts, in consideration of Nominal Non Monetary Consideration Paid grant to Robert Sicard and Nancy Young Sicard, Husband and Wife as Tenants i by the Entirety of 21 Raymond Street, Falmouth, MA 02540 with quitclaim concnants - the land in Barnstable (Nest), Barnstable County, Massachusetts, together with any buildings thereon, bounded and described as follows: NORTHNESTTERLY by Rettlehole Road as shown on hereinafter mentioned plan, a total distance of one hundred sixty and 59/100 (160.59) feet; NORTHEASTERLY by Lot 23 as shown on said plan, four hundred thirty-five (435) feet, more or less; SOUTHEASTERLY by a Pond as shown on said plan, forty-two (42) feet, more or less; and SOUTHWESTERLY by Lot 21A as shown on said plan, four hundred eighty (480) feet, more or less. Containing 45,000 square feet, more or less, and being LOT 22A as shown on plan entitled "'TRAILVIEW' a subdivision in Barnstable, Mass. owned by: Sea-Lake Corp. Scale: 1" - 100' Oct. 23, 1975 Ewald Eng. Co., Inc. Framingham", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 301, Page 99. Together with a right of way as appurtenant to said lot over the ways as shown on said plan, in common with others who are now or may hereafter be entitled thereto. Subject to an Easement to the New England Telephone and Telegraph Company et al dated February 8, 1974, duly recorded with Barnstable County Registry of Deeds in Book 2005, Page 57. The above premises are conveyed subject to and with the benefit of all easements, reservations and rights of way of record, insofar as the same are now in force and applicable. Subject to a 20 foot Drainage Easement as shown on said plan. For title reference deed of Jerry L. Guy to me dated August 1, 1985, recorded Barnstable County Registry of Deeds Book 4649, Page 172. BooN5758PIGE 31 i Executed as a sealed instrument this 3rd day of June 1987 Roblert A. Sichrd aelLoMODMIAof ssrarhusetts Barnstable June 3 tSt 87 Then pecsoaiully appeared the uhove named Robert A. Sicard ,laid acknowledged bhr foregoing instrument to be his �(ree aet,and Before me, • Rapo7f A'otary Public.—yA �4 My eommission expires September 221 1$09 ht�U�tlt JUN 4 87 REGISTRY OF DE DS ATRUE COPY,ATT"ST I . <5L ' JOHN F.MEADE,REGISTE BOOK4649mu 172. � 43'7'71 ; I , Knofu all pen bg t4ese 11resen#s Slat I, JERRY L, GUY of 12 Strawberry Lane, Yarmouth (Port), Barnstable County, Massachusetts 02675 for the full consideration of $35,000.00 aid hereby grant, unto ROBERT49ICARD of 95 Tanglewood Drive, Falmouth (East) , Barnstable County, Massachusetts 02536 I ' with quiteWlitteobenants, the land In Barnstable (West) , Barnstable County, Massachusetts, together with any buildings thereon, bounded and described as follows: NORTHWESTERLY by Kettlehole Road as shown on hereinafter mentioned plan, a total distance of one hundred sixty and 59/100 (160.59) feet; NORTHEASTERLY by Lot 23 as shown on said plan, four hundred thirty- five (435) feet, more or less; SOUTHEASTERLY by a Pond as shown on said plan, forty-two (42) feet, more or less; and : SOUTHWESTERLY by Lot 21A as shown on said plan, four hundred eighty (480) feet, more or less. Containing 45,000 square feet, more or less, and being LOT 22A as shown on plan entitled "'TRAILVIEW' a subdivision in BarnsUbT'e, . Mass. Owned by: Sea-Lake Corp.. Scale: 1" = 100' Oct. 23, 1975 Ewald Eng. Co. , Inc. Framingham", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 301, Page 99. Together with a right of way as appurtenant to said lot over the ways as shown on said plan, in common with others who are now or may here- after be entitled thereto. Subject to an Easement to the New England Telephone and Telegraph Company et al dated February 8, 1974, duly recorded with Barnstable County Registry of Deeds in Book 2005, Page 57. The above premises are conveyed subject to and with the benefit of i all easements, reservations and rights of way of record, insofar as the same are now in force and applicable. Subject to a 20 foot Drainage Easement as shown on said plan. For title, see deed from Jerry L. Guy & Shirley V. Guy•to.Jerry L. Cuy,dated August1., 1985 and recorded in the Barnstable County Registry of Deeds in Book'4641 , Page 81 Ounges my hand and seal this / day of 4�-7 f""A.D. 19 85 i commonfoealtil of An uaelb. . Barnstable, ss. / 19 85 Then personally appeared the above named JERRY L. GUY and acknowledged the f�going instrument to be h i s free act an , fore me Ptah Notary Public. My commission expiresBARNSTABLE COUNTY ' dwle-4 REGISTRY OF DEEDS / A TRUE COPY,ATTEST kECOR�ED AU7 185 <V� JOHN F.MEADE,REGISTER BOOK4649 P+cE oft 43761 �Rnofr all pen bg these f xesen#s 114M We, JERRY L. GUY of Yarmouth (Port), Barnstable County, Massachusetts, and SHIRLEY V.GUY of Barnstable (Centerville), Barnstable County, Massachusetts, husband and wife, as tenants by the entirety, for the full consideration of Settlement of a Divorce paid hereby grant, unto JERRY L. GUY of 12 Strawberry Lane, Yarmouth (Port) , Barnstable County, Massachusetts 02536 with quitclaim coVenants, the land in Barnstable (West), Barnstable County, Massachusetts, together with any buildings thereon, bounded and described as follows: NORTHWESTERLY by Kettlehole Road as shown on hereinafter mentioned plan, a total distance of one hundred sixty and 59/100 (160.59) feet; NORTHEASTERLY by Lot 23 as shown on said plan, four hundred thirty- five (435) feet, more or less; SOUTHEASTERLY by a Pond as shown on said plan, forty-two (42) feet, more or less; and SOU•fHWESTERLY by Lot 21A as shown on said plan, four hundred eighty (480) feet, more or less. Containing 45,000 square feet, more or less, and being LOT 22A as shown on plan entitled "'TRAILVIEW' a subdivision in Barnstable, Mass. Owned by: Sea-Lake Corp. Scale: 1' - 100' Oct. 23, 1975 Ewald Eng. Co. , Inc. Framingham", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 301, Page 99. Together with a right of way as appurtenant to said lot over the ways as shown on said plan, in common with others who are now or may here- after be entitled thereto. Subject to an Easement to the New England Telephone and Telegraph Company et al dated February 8, 1974, duly recorded with Barnstable County Registry of Deeds in Book 2005, Page 57. The above premises are conveyed subject to and with the benefit of all easements, reservations and rights of way of record, insofar as the same are now in force and applicable. Subject to a 20 foot Drainage Easement as shown on said plan. For title, see deed from Sea.-Lake Corporation to Jerry L. Guy and Shirley V. Guy, dated December 6, 1978 and recorded in the Barnstable County Registry of Deeds in Book 2836, Page 144. Pitnege uur hand sand seat s this �•/ day of July A.D. 1985 Ty Uy Mos=onfoeallh of Barnstabless. ) 1985 �L.vls--• ' �tilr•�<- Then personally appeared We above named fly Guy SHIRLEY V. GUY and acknowledged the foregoing instrument to be he free act and deed,before me. Jxt ^. 19C1.-lotary Public.Jasr�'af1M�Peaa. y mmission c I q RECURCED 1 as Ak Ts� W—LE COUNTY 1FE STRY OF DEEDS ...�.. .__ ......_... .. . .._�_ � COPY-,MEST JOHN F.MEADE,REGISTER MAa9ACHUSETT8 QUITCLAIM DEAD BY CORPORATION(LONG FORM)797 eoco2836 FAcf 144 36538 SEA-LAKE CORPORATION, a corporation duly established under the laws of the Commonwealth of Massachusetts, and having its usual place of business at P. 0. Box 264, Sandwich, Barnstable County,Massachusetts i 1 for consideration paid,and in full consideration of $11,900.00, grants to JERRY L. GUY and SHIRLEY V. GUY, husband and wife, as tenants by the entirety, both of 53 Windlass Lane, Barnstable (Centerville) , I A� Barnstable County, Massachusetts, with quitrlahn covenants the'.andin Barnstable (West) , Barnstable County, Massachusetts, together i with any buildings thereon, bounded and described as follows: ! (Description And mnumbnnces,ii any) NORTHWESTERLY by Kettlehole Road as shown on hereinafter mentioned plan, a total distance of one hundred sixty and 59/100 (160.59) feet; NORTHEASTERLY by Lot 23 as shown on said plan, four hundred thirty- five (435) feet, more or less; SOUTHEASTERLY by a Pond as shown on said plan, forty-two (42) feet, more or less; and SOUTHWESTERLY by Lot 21A as shown onsaid plan, four hundred eighty (480) feet, more or less. Containing 45,000 square feet, more or less, and being LOT 22A as shown on plan entitled "'TRAILVIEW' a subdivision in Barnstable, Mass. Owned by: Sea-Lake Corp. Scale: 1" = 100' Oct. 23,. 1975 ; Ewald Eng. Co. , Inc. Framingham", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 301, Page 99.. i Together with a right of way as appurtenant to said lot over t;ie t ways as shown on said plan, in common with others who are now or may hereafter be entitled thereto. Subject to an Easement to the New England Telephone and Telegraph Company et al dated February 8, 1974, duly recorded with Barnstable ) County Registry of Deeds in Book 2005, Page 57. The grantors specifically reserve a right of way over so much of f said lot as by implication of law lies within the limits of any way { as shown on said plan, reserving also to the grantors the right to ) grant easements to public utilities in, over, under, along and upon any private way as shown on said plan, and anchors and guys to support lines in said ways and on land adjacent thereto. Subject to a 20 foot Drainage Easement as shown on said plan. i Being a portion of the premises conveyed to Sea-Lake Corporation j by Louis A. Lapio Co., Inc. duly recorded with .Barnstable County Registry of Deeds in Book 1674, Page 242. See also deed from Walcott Ames to Sea-Lake Corporation, duly recorded with said Deeds in Book 1674, Page 239. See decree of Confirmation recorded in Book 2721, Page 181, and Confirmation Plan, recorded with said Deeds in Plan Book 323, Pages 33 to 37. I � i W " 4CO��t NWEA``:TH OF IMASSSSAlCH■US`ETTTTSS' �= � 3 a i eoow2836 foci 145 7111 Witness when ff, the said SEA—LAKE CORPORATION, has caused its corporate seal to be hereto afftzed and these presents to be signed, acknowledged and delivered in its name and behalf by Paul J. Lynch, its President and Treasurer, xrltax hereto duly authorized, this 6 04 day of l a-klbeI'e\ in the year one thousand nine hundred and seventy-eight. Signed and sealed in presence of " ... ..Q SEA-L E 0 OR RD1. by Foz corporate authority see Vote dt:l}• recorded with Barn— Pau J. �- •p ' stable county Registry of r' :' 1 _.......................... ....................................w Deeds in Book 2195, Page 39. a...�.:.,—.:� r'.M;sv:.;.�: •b�$k•Hati r:• ..........................._....._............._.................... Mal" r{1+N'1�M(!.uI Gllr (6ninatnnfuralt4 of fblasoulµl"Ita Barnstable, ss. �E�E1n18t�2 �f 197� Then personally appeared the above named Paul J. Lynch, Preaideatk;:asta , Treasurer as aforesaid, � .• ..•••"�t:.;j;�"' ' and acknowledged theforegoing instrument to be the free act and deed of the saiiV.i �gqENAb'�{`•{�'':' CORPORATION, {%,• O: `E. ''cr•11'J,LT.: before me _ Notary �1s ffsa I.�;rc. My c.mmission expires R.LELAND MY commisslotl'FAIfU%5;,,,,t?, FEBRUARY 9.1979. - I 1 I i t CHAPTER 183 SEC.6 AS MENDED BY CHAPTER 497 OF 1969 Every deed presented for tecord%;all contain or have endorsed upon it the full name,midence and post office address of the grantee and a recital of the amount of the full consideration thereof in dollars or the nature of the other consideration therefor•if not delivered for a specific monetary sum.The full consideration shall mean the total price for the conveyance without deduction for any liens or encumbrances auumed by the grantee or remaining thereon.All such endorsements and recitals shall be recorded as put of the deed.Failure to comply with this section shall not affecl the validity of any deed.No register of deeds shall accept a deed for recording unless it is in compliance with the requirements of this section. RECOR�tED DEQ 8 B 8 ---- '- ' BARNSTABLE COUNTY REGISTRY OF DEEDS AcTTRpUE COPY,ATTEST JOHN F.MEADE REGISTER rr T560-5/17/72-dkra • i i e009 16 A rase 242 17524 LOUIS A. LAPIO CO., INC., a Massachusetts corporation having its principal place of business at 371 Main Street, Yarmouth (West), Barnstable County, Massachusetts, for consideration paid of One hundred thirty-eight thousand eight hundred seventy-five dollars ($138,875,00), grant to SEA-LAKE CORPORATION, a Massachusetts corporation having its principal place of business at Post Office Box 264, Sandwich, Barnstable County, Massachusetts, with QUITCLAIM COVENANTS the land together with any buildings thereon, situate in Barnstable (West), Barnstable County, Massachusetts, bounded and described as follows: PARCEL 1 - Lot 1 I NORTHEASTERLY by Penn Central Railroad Co,, eight hundred eight and ! 67/100 (808.67) feet; NORTHERLY by land of Carl H. and Henry H. Lampi, two hundred ninety-one and 49/100 (291.49) feet; WESTERLY by land now or formerly of Sylvanus J. Jones, forty- nine and 65/100 (49.65) feet; NORTHWESTERLY by land now or formerly of said Jones, by six courses, it totaling four hundred eight and 80/100 (408.80) feet; SOUTHWESTERLY by land now or formerly of Peter C. Blossom Heirs 0 by six courses, totaling four hundred nine and 95/100 (409.95) feet; NORTHWESTERLY by land now or formerly of said Blossom, by five cours as, totaling seven hundred nineteen and 62/100 (719.62) feet; WESTERLY by Cedar Street, ninety-three and 05/100 (93.85) feet; r � . SOUTHERLY and and SOUTHEASTERLY by Crocker Road, by thirteen courses, totaling one i thousand seven hundred ninety-two and 49/100 (1,792.49) feet. 1 PARCEL 2-Lot 2 NORTHWESTERLY by Crocker Road, by fifteen courses, totaling one thousand eight hundred twenty and 86/100 (1820.88) feet; WESTERLY and SOUTHWESTERLY by Cedar Street, by five courses, totaling one h9oand two hundred ninety-seven and 02/100 (1297.02)f,Cet; SOUTHEASTERLY by land of owners unknown, by six courses, totaling ! I one thousand seventy and 57/100 (1070.57)feet; i i r77,15ET1S` UD11'O 9 F= w "' rom WE 1TH Atlamep At law Wet Parma"MU& P.8.11�37•- .. i I . I ` Bocx1674 mu 243• t' EASTERLY by land now or formerly of George A. Johnson et ux, forty (40) feet; NORTHEASTERLY by land now or formerly of Neil F. Ames, six hundred twenty (620) feet; EASTERLY by land now or formerly of said Ames, five hundred , ninety-six (596) feet; NORTHEASTERLY by land now or formerly of Carl H.,and Henry H. Lampi, one hundred six (108)•feet; and EASTERLY by land now or formerly of said Lampis, by five courses, totaling, three hundred forty-six and 42/100 (346.42) feet. Being shown as LOT I, containing 16.42 acres, and LOT 2, containing39.13 acres, respectively on a plan entitled, "Plan of Land in West Barnstable, Mae . for Louis A. Lapio Co., Inc., Scale 1" 1001, August 1971, Barnstable.Surve Consultants, Inc., 608 Main Street, West Yarmouth, Mass.", duly recorded with the Barnstable County Registry of Deeds in Plan Book 248 Page 33. Together with the fee and right to use any roadways adjoining said parcels shown on said plan for all purposes for which ways may be used in the Town of Barnstable, including the right to cross the Penn Central Railroad over a passageway to High Street, a public way. The above-described premises are conveyed subject to and with the benefit of all rights, rights of way, easements, appurtenances, reservations and restric- tions of record and especially as set forth in a deed from Edwin M. Howard et al, to it, duly recorded with the Barnstable County Registry of Deeds in { Book 1524 Page 538, to which reference may be had for title. For Corporate Authority see Vote recorded with the Barnstpble County r Registry of Deeds in Book 1523 Page 1144, IN WITNESS WHEREOF, the said LOUIS A. LAPIO CO., INC. has ca se its corporate seal to be hereto affixed and these presents to b sign�d�a ledged and delivered in its name and behalf b Louis A, Lapi "1 hereto duly authorized this 111-M day of me,. 1972,.`p" r'p LOUIS LAPIO C C. i Bt;,; = • ' s A. Lapio, ' r u NA6o� 'rF. COMMONWEALTH OF MASSACHUSETTS !•y„�I,ff,n�nN"`� •'.: . Barnstable, so. Then personally appeared the above-named Louis A. Lapio, Treasurer, and acknowledged the foregoing instrument to be the free act a:d deed of Louis A. Lapio Co., Inc., before me, QrI- 4Ne9 Notary Public My Commission Expires:BUJ 19 77 ARDTfO a FM o Attomapa At Law Wad Yaemouth Mai& REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER L AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for C mplianc\e(780 CMR 5301.2.1.1)1 C,\ N Q Check 1.1 SCOPE o� 1 Compliance WindSpeed(3-sec.gust)..................................................................................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2.APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories <_2 stories RoofPitch ..........................................................................(Fig 2) ................ ................ ........... s 12:12 MeanRoof Height ..............................................................(Fig 2)..................................................' ft s 33' BuildingWidth,W...............................................................(Fig 3)................................................ —ft s 80 BuildingLength, L ..............................................................(Fig 3)................................................._ft <_80' Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................. s 3:1 Nominal Height of Tallest Opening (Fig 4)................................................ s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).....................................................:.......... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing—general ................................. ........(Table 4)............................................... in. Bolt Spacing from endfJoint of plate ............................(Fig 5)...:................................. in.s 6"—12" Bolt Embedment—concrete (Fig 5 " Bolt Embedment—masonry.........................................(Fig 5)............................................ in.z 15" PlateWasher...............................................................(Fig 5). .............................................Z 3"x 3"x'/." 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension....................................(Fig 6)........:........................................._ft s 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.:..............(Fig 7)....................................................—ft 5 d Maximum Cantilevered Floor Joists 'Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft 5 d Floor Bracing at Endwalls...................................................(Fig 9)...................................................... ......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ..............:.... (p p )....................... in. .............................(per 780 CMR Chapter 55 Floor Sheathing Fastening..................................................(Table 2)..._d nails at in edge/ in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..........................._ft 510, Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................._ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._in.s 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)........................................... ft 5 d 4.2 EXTERIOR WALLS" Wood Studs Loadbearing walls.... ...............................................(Table 5). ............................2x -_ft_in. Non-Loadbearing walls................................................(Table 5)..............................2x -_ft_in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)..........................:....................................... WSP Attic Floor Length...............................................(Fig 11).............................................. ft zW/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................_ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).............................. ............................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... ft Splice Connection(no.of 16d common nails).....:.......(Table 6)......................................................... AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral(nd.of 16d common nails)...............................(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9). ............................... _ft_in.511' SillPlate Spans .............................................:..........(Table 9).................................._ft_in.511' Full Height Studs (no.of studs)...................................(fable 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................._ft_in.5 12' Sill Plate Spans...........................................................(Table 9).................................._ft_,in.5 12" Full Height Studs(no.of studs)....................................(Table 9)........................................:............... Exterior Wall Sheathing to Resist.Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..............................................................................._5 6'8" SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... in. Field Nail Spacing ....................................... (Table 10). ............................................. in. Shear Connection(no.of 16d common nails)(Table 10)..........:............................................. _ Percent Full-Height Sheathing.......................(Table 10)....................................................._% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L . Nominal Height of Tallest Opening2........................................................................._5 6'8" SheathingType.............................................(note 4).........................,............................ Edge Nail Spacing..........................................(Table 11 or note 4 if less)....................... in. Field Nail Spacing.........................................(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing.......................(Table 11)....................................................._% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............._ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.....:..........................................(Table 12).............................................U= pif Lateral.............................................(Table 12).............................................L= pif Shear..............................................(Table 12)..............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T= pif Gable Rake Outlooker.........................................(Figure 20)............._ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ . Roof Sheathing Thickness........................................... .............................................. in.z 7/16"WSP RoofSheathing Fastening...........................................(fable 2).......................................................... 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: Comer 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. AWC Guide to Wood Coitstruction in High Wind Areas:110 inph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 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: L 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 I -WHENTHISEDGERE=ON i 1MING USE&1 NAILS AT6b a II 11 i tl 11 1/ 1 u N ' 11 11 11 11 11 II 11 11 1 11 11 11 1 . N 1.1 11 11 11 � 1 1 11 1 1 11 11 lV t q 1 II �( 11 rl,r' 1 • ii m i{ {{ a 1 II m fl 11 1 z I l .11 I r 1 4L 1 11 W %1 I W 11 11 II d 11. Ir Ui 1 ' ' a II Q 11 II W 1- 1 la uIt 11. 1 r l IT------I I} 1 {{ 11 1 . DOUME COGS ------ NAIL$PACAJf3 r��i PAi3Et y, 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 (7so CMR 5301.2.1.1)` w � I r r t' r r u , r d • 1I FRAMING MEMBERS r � � ED6H i�ITERMEDIATS �� � r . r }.1-`-MI-N..� i STAGGERED 3'MML NAJL PATTERN PANEL PAWL EDGE DOUBLE 9WL*EDGE SPACPlG DUAL Detal I Vertical and Horizontal Nailing for Panel Attachment • I 0 *� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checldist for Compliance (780 Cmx 5301.2.1.1)` FAQ*: WFCM Checklist Question: I understand if a new home is built in a town in a 110 mph wind zone then the American Forest and Paper Association (AF&PA) Wood Frame Construction Manual can be used to prescriptively design it. I also understand that in some cases the home can be framed per the WFCM too mph Guide, if it meets certain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category (B). I have heard that Massachusetts has a "modified" checklist that can be used instead of the checklist at the end of the Guide. Is this true aiid.what can you tell me about this "modified" checklist? Answer: You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof with a pitch up to and including 8 in 12 to not be "counted" as a story. Further it does not require steel hold downs and straps in many locations if full height sheathing is used as defined in the MA checklist. Further, if the building will have furring strips installed in the ceiling abutting the gable wall then 2 x.4s installed on top of the ceiling joists are not required. There are other changes as well that were not noted here. The MA version of the checklist was formulated in recognition of the highly regarded framing methods used in MA for many years and wood framing that has been used in North Carolina over the past 10 to 15 years which has performed well in severe hurricane weather in that state. *Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions or code interpretations of the BBRS. NOTES -�I LEGEND iNEIx9 M LNALL—FT E �Mn wu wxs a uTRRIls o u SYSTEM PROFILE n _ BNLIXNc SEMER OUREIs AND to tw ¢`� fit' ELEVIM PRKR O—ALLING AM' .y„}- rx9rosm oNwn PoRiION OF SEPTK SYSIEY m Lpc[OI oaws t0 nlrw/c.Ax[ u.9,0 x_lyron AtL PRm'®Taus[wn I Iw..l Nmw,Y9 m0,a w.r: ...[<w[A[m.[ „wn m a..9[.. '�• j 0 rtn�u[ 6J.i tow 319 00,9c0 rn rA[s1 m a w AOONOAA¢ud10 e�� i "+l�aL ,x xOt u[stw9,c W un OMI, �s ''IIs Vvd ru[ (— r ��x—dlj"L._•t¢ L,vx 39A3' ers[ ♦rxc yy ST.,, L LOCUS MAP � °y—/ ....::.. ..::.:�i:: ...v u._,-,n•ml.AP<9 s,ac r,., -,.Sm m��»aw,+"�'m�w®.[ t m �mmuaau+Yro6�.wm"` ,m,tm IT I Owen iP,.(1-1 ID O'°w�a0e6M['m m nua.ssw x. ASSESSORS MAR T.P.—]B i f J rAwn. IOOIS IS wTwN—A RODD Zd E% \ ' 1 �i / _1'•./ [ A[,a[o L2.amq rl[su.n ;Noes+oN couuuroriT�v PANEL/2DSODICOSN3 (, \ '1 1 / r• I. IEAKwNc "D fAwPO'"'["'0ixo DATED)/16/z01. TWNDAOON— 10' —SEPOC TANK— 1) D'Box t0' A ZONNG SUMMARY SYSTEM DESIGN: EONiNc msmKT:Rr RESIOENnAL WO S.F.INSPD9ER R NOT ALLOMEO N.LOT 4ZE .J.S60 S.. N.LOT[RoxiAOE Is0' / `) ( J DESIGN[1AW..BEDROOMS 0 110 M-..0 GPD N.T ONT S.ACR 30' �[t /iE �x.9DE SETBACK t5' j iMEif�r A�W OPD DE4GN FLOW uw.REAR SETBACK IS' TANK:1.0 V ())-660 IAX T 30' A ' ( �, j' uSE 150o 0-SEPnc TM BUGGING NEIdI LEACM NG: ��., TEST HOLE LOGS TEST HOLE LOGS B MI.12.8 ) )1 TOTAL: 61.S_ .5•CPo AR.O' PE.PLs DAx2L C.cox54.Es.SE/I.ue> ` ENGwEER: _ ENGNEER:_ -.,SS:IERRT WNxiuG -SS:DON�.[LD DESYAI[NS Rs USE(31 S00 GAL LEACNING CNAYBERS(AGUE OR EOUAL) O.TE: >-z3=t99B _ �iE: I-19-2016 - IN.STONE ALL ARQIND Pam. <2 uw/1NCN PERC.RATE 1 z 111/I1CN C Ls P/_9199 CLASS P/ 15576 — 65 - A qEV. EILV. A ELFI. A A 1/z tom./z ELCY. % ' y_ p' )o' g p To• y_ Q u. -w �j 1—./6 Iwns 6• 6 10vRL 4/6IT B B• B �V`' J6' 6)'av'�1y0vt,T 25Y 6/6 l5 Im 5/6"Q �y 36' 36. 2.5Y 6/6 B) C1 C1 is C C \ f5 ^1 '�F I... 1 l O \ /\V1} \\ 1 LOA2MT \f) 9 � I ' ` mr[a¢� I ( Y♦ \ "` COHSE SAND LOAM[ I.SY)/, 3.ST)/. n9RIpuWtlwPUOq � 3.SY 5/• 3.SY SSAxD l\ 11 I,(L• —E i f / 1 IV 1 ( I y ` \ A \\ ` IS6' ST' 13z' 69_ L2L 1_ 52' 7 I' I \: /'c .� 1/ (l J` 1 ,oi iJ ✓/ \ t` xo CRWN.ATIR ExCWNfERW NO CROLNDM'ATER I—NW[ED SITE PLAN Paiuu _- 1T, or .D I-n 180 KETTLEHOLE ROAD ��� �� y�) Sr/ �) ( \ �•�, PA0PO5ED �� \ \ WEST BARNSTABLE, MA HENDRIGO COSTA , I/• J `\ - DATE:MARCH 14.2018 /LOT 22 1 ''( ( ( � 1 ' REV:DUNE I,2018(WATER LINE) _ ,�r ♦ / )/y' _� ) J re COPI tC�/OHli4(,iet. ExisnNc 1 �1/,•/��/�^ WELL /� /l 2 xa.:1'-zo' 6.1-10 \ 1•. I %v) eng/neers DATE 1 V a.s'mnds.rQeTn DAN2L A.OJAU P.E. YARwDYTNPD.RI r OS OCE pf7-482 i ENVIROTECH LABORATORIES,INC. MA CERT.NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name: Atlantic Well Drilling Location: 180 Kettle Hole Road Address: PO Box 339 W Barnstable,MA No.Eastham MA 02651 Lab Number: DW-182096 Collected By: R Peterson Date Received: 07/13/18 Sample Type: New well Well Specs: 52'Deep � licttpa�SoujSiscye y aleCollectedge�Collert�d � o ; am> eil'syr� r s �; V71 ,erg' Analysis Requested Units Reconuneuded Lin►its Analysis Resrtlt Method Date Analyzed Analyzed By Total Coliform CFU/100mL 0 0 SM9222B 07/12/2018 RS Comments: Water meets EPA standards and Is suitable for drinking for parameters tested. ' II� 4 i 4 3 S r A S Date 7/16/2018 y' Ronald aarl Laboratory Director BRL=Beim Reportable Limits "See Attached Page 1 of 1 QCertifrcation is not available for this analyse for potable water samples.. ENVIROTECH LABORATOMES, INC DNA CERT. NO.:M-MA 063 - 8 Jan Sebastian Drive Unit 12 SandWch,,44- 02563 (S08)888-6460 1-800-339-6460 FAX(S08)888-6446 Client Name: Atlmtlic Well Drilling Location : 180 Kettle Holt Rd Address: PO Box 339 W Barnstable.MA No.Eastham MA 02651 Lab Number: DW-182o01 Collected By: RP Date Received: ovogm Sample Type: New Well Well Specs: 57 Deep IV Static ahon Sou►te •M. \ r:" .tij /�1!i tj 'xC'O'TIJ{�IteI 'r . Analysis Requested Units Recommended Limits Analysis Result hsdhod-Date AnalyZe Analysed By Total Coliform CFU/100mL 0 9 BG>200 ,SM92228 07/06/2018 RS pH pH units 6.5-8.5 5.38 SM 450D-H-B 07/10/2018 LL Specific Conductanceo umhos/cm 500 345 EPA 120.1 07/09/2018 LL Nitrite-N mg/L 1.00 5.28 EPA 300.0 07/09/2018 LL Nitrate-N mg/L 10.0 -0.006 EPA 300.0 07/09/2018 LL Sodium mg/L 20.0 50 EPA 200.7 07/13/2018 NEC Total Iron mg/L •0.3 0.67 EPA 200.7 07/13/2018 NEC Manganese mg/L 0.05 0.050 EPA 200.7 07/13/2018 NEC Volatile Organic Compounds' ug/L See comment. ND' EPA 524.2 07/10/2018 NEC' Comments: Collform exceeds maximum contaminant level. BG=Background Bacteria.Should not exceed 200. Suggest retest.. Sodium level Is not a health hazard. j Iron level is not a health hazard,but may cause taste and staining problems. Low pH Indicates high corrosive characteristics. Water is not Suitable for drinking purposes for parameters tested. f i 1 i i s i I f Y a 7 Date 7/13/2018 Ronald J. S Laboratory ¢clot , ps r SRL=.b6owReportabteLimits 'SeeAnached Page 1 of 1 aCO*fication is not available for this onalyte for potable umter samples.. r ` I - New England ChromaChem 6 Nichols Street Salem,MA 01970 978-744-6600 Massachusetts DEP Lab.M-MA072 Sample Information EPA Method 524.2 Rev 4.1 Volatile Orqanic Compounds in Water Lab ID: 1807091 Client: Envirotech Laboratory,Inc. Client ID: DW-182001 State: Liquid Date Sampled: 07/06/18 Date Received: 07/10/18 Date Analyzed: 07/10/18 MCL Regulated VOC's Results u /L (ug/L) Unregulated VOC's Results u iL) Benzene NO 5 Acetone IND Carbon Tetrachloride NO 5 Bromobenzene ND 11-Dichloroethene NO 7 Bromochloromethane NO 12-Dichloroethane NO 5 Bromodichloromethane ND 12-Dichlorobenzene NO 600 Bromoform NO 144Dichlorobenzene NO 5 Bromomethane NO Triddoroethene NO 5 2-Bulanone NO 111-Trichloroethane NO 200 N-Butylbenzene NO Vin I Chloride ND 2 Sec-Butylbenzene NO Chlorobenzene IND 100 Tert-Butylbenzene NO cis-1,2-dichloroethene IND 70 Chloroethane NO trans-12-dichloroethene IND 100 Chloroform NO 1,2-Dichloropropane NO 5 Chloromethane NO Ethylbenzene NO 700 2-Chlorotoluene NO Styrene NO 100 4-Chlorotoluene NO Tetrachloroethene NO 5 Dibromochloromethane NO Toluene NO 1000 1 2-Dibromo-3-Chloro ro ane IND X lenes Total NO 10000 1 2-Dibromoethane NO Methylene Chloride NO 5 Dibromomethane NO 1 2 4-Tiichoorobenzene NO 70 1 3-Dichlorobenzene NO 1 1 2-Tric hloroethane NO 5 Dichlorodifluoromethane NO 11-Dichloroethane IND ! 1,3-Dichloro ro ane IND 2 2-Dichloro ro ane IND 1 1-Dichloro ro ene NO I Hexachlorobutadiene IND Isopropylbenzene IND P-Iso.re vl oWene IND Methyl4ert-butyl ether IND Naphthalene IND N-Prn, (benzene NO 1112-Tetrachloroethane IND t 9 i 2 2-Tetrachloroethane ND 1,2 3-Trichlorobenzene ND Trichlorofluoromethane NO 1 2 3-Tdchloro ro ane NO § 1 2 4-Tdmeth (benzene NO 1 3,5-Trimeth (benzene NO Method Detection Limit=0.5 u /L Recoveries of Internal Standards % Benzene-d6 100 B 4-Bromofluorobenzene 94 MCL TTHM's=80 ug/L 1 2-Dichlorobenzene-d4 105 Method Detection Limit=0.5 ug/L f Analysis performed per 310CMR42 Electronically signed and approved by Mr.Bruce A.Bornstein,Lab Director Date: 7/11/2018 r g p'10A1 CHAIN OF CUSTODY FORM ENVIROTECH LABS,INC. NE Chromachem 8 Jan Sebastian Dr.,Unit 12 PINS: Project Name: Atlantic Well Drilling Sandwich,MA 02563 atnto 6 Nichols St (508)888.6460 Salem, MA 01970 Sampler: CI 1.800-339.8460 Phones 1.978-744-6600 FAX 508)8884"6 Pam 206 984 2474 Lab ID N Date Time Cam Grob Station location DEP IDk Container Pros. 'Sample a Analysis requested DW 182001 07/08/18 1330 X 180 Kettle Hole Road 2VOA MCI Drinidn EPA 524 6IDq Barnstable MA J Contact lab with any exceeded MCL , a d e z i YW iZ i Town of Barnstable Old King's Highway Historic District Committee DECISION Wednesday,May 9, 2018, 6:30pm I The Barnstable Committee of the Old King's Highway Historic District Committee, acting in accordance with the Old King's Highway Regional Historic District Act, Chapter 470, Acts of 1973 as amended,has held a hearing and made determinations on the following applications: APPLICATIONS Costa,Hefillrig;6 named buyers in iPurchase&Sales agreement with Sicard,Nan-cy,180 Kettlehole Road,West Barnstable,Map 109,-Parcel 038 Construct single family home ***Certificate of Appropriateness Approved as Amended to include the addition of one foot of length, centering between the existing door casing shown (page I of 9 of the plans submitted) and the nearest adjacent window on the front porch*** Teague,Edward,6 Commerce Road,Barnstable,Map 301,Parcel 015 Construct single family home *"Certificate of ppropriateness Approved as Submitted"* Jones,Ryan&Maria,54 Carriage Lane,Barnstable,Map 298,Parcel 042 Addition(732sqft)to the West South,&Nort'h'Elevation ***Certificate of AppropriatenessApproved as Submitted* M-clsaac,Michael,2530 Main Street,West Barnstable,Map 25.7,Parcel 005 Install 24 LG 320,all black,flush mounted solar modules on the front/West elevation ***Certificate of Appropriateness Denied as Submitted—Denial filed separately Any person aggrieved by a decision of this Committee has a right to appeal to the Regional Commission within 10 days of the filing date of this decision with the Barnstable Town Clerk. All certificates-issued will expire one year from the date of issue, or upon the expiration date of any building permit issued for the work, whichever expiration date shall be later. The committee may renew any certificate for one additional year,providing the request for such renewal is received at least 30 days prior to the expiration date. Date: May 10,2018 TOWN OF BARNSTABLE OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE STATEMENT OF UNDERSTANDING As property owner/contractor/agent for the construction at: 109/038 180 Kettlehole Road Map/Parcel Number Street West Barnstable Village Only minor changes may be approved by the Committee without a new application and a hearing. Minor changes include things like moving a single window or door or a minor change of color. All changes by amendment require the Committee's written approval. A request for change must be submitted to the Committee in writing. Approval must be obtained before incorporating the change into the project. For more than one revision to approved plans, a new application for a Certificate of Appropriateness must be applied for. Failure to comply with approved plans may result in the Building Department issuing a stop work order or denying an Occupancy Permit. I HAVE READ AND UNDERSTAND TFIE ABOVE STAT ENIENTS �7 09 (S Signed: Date Owner/Contractor/Agent Signed: ✓ Paul Richard, hair, Old King's Highway D ECNYE . MAR Z;6 2018 Barnstable Old Kings Highway.Historic Distric Committee = 200 Main Street,Hyannis,MA 02601,Tel 508.862.4787 Eml erin.lo .t table.ma.us HAMp OPMENT APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with five(5)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for: Check all categories that apply; 1. Building construction: E6 New ❑ Addition ❑ Alteration 2. Type of Building: CK House Garage/barn ❑ Shed ❑ Commercial 0 Other 3. Exterior Painting roof ❑ new roof ❑ color/material change,of trim,siding,window,door 4. Sian: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis court ❑ Other 6. Pool ❑ Swimming ❑ Other man-made pool ❑ Solar panels ❑ Other Type or Print Legibly: Date NOTE All applications naW be signed by the current owner Owner(print): Q.M K) +lam Telephone#: 5b&c9% )gL4(DQ Address of Proposed Work ' / Lq C 1W• Village /1-)•6Q/l'1.Sjn U&ap Lot# (� - Mailing Address(if different) 62fap 1 Owner's Signature_2;fl"�/( 5nk�i— Description of Proposed Work: Give particulars of work to be done: ti?.w 0,,01S+-7UC7h 6-Y7 Agent or Contractor(print): Telephone#: Address: Contractor/Agent'signature: For committee use only This Certificate is h by APPROVED / DENIED APPROVED Date Members signatu MAY 0 9 2018 Town of Barnstable Old King's Highway Committee Conditions of approval 1 OW 2017 Cert Appropriateness.doc CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 5 Copies- Foundation Type:(Max. 12"exposed)(material-brick/cement,other) cz'nr ref- c Siding Type: Clapboard_)�_shingle_ other Material: red cedar white cedar, other Color: Chimney Material: Color: Roof Material: (make&style) QW VQ tie. .57h t ne Lei Color: pQ.-I k4l Roof Pitch(s): (7/12 minimum) (sped on plans for new buildings, major additions) Window and doortrim material: wood other material,specify CA?,ecl- -�-i ry1 r> " �lid`4 Size of cornerboards size of casings(l X 4 min.) 10 color (,.h t VC Rakes Ist member _2od member 1C� 3 Depth of overhang Window:. (make/model) material \,A r1N 1 color._ bi nc-L eXAe V 1 v,f-' (Provide window schedule on plan for new buildings, major additions) Window grills(please check all that apply_: true divided lights_ exterior glued grills. grills between glass—removable interior None Door style and make: material Color: GjIQ C --- Garage`Door,Style Size of opening Material Color h l _ Shutter Type/Style/Material: Color: Gutter TypelMaterial: 04V M 1 rl V n'1_ ._ Color. 1 Deck material: wood_� other material,specify a?,eft-- Color: G-�r aA Skylight,typelmake/model/: r'l O n 'material. Color Size: Sign size: Type/Materials: _ _ Color: Fence Type(max 6')Style material: Color- Retaining waU: Material: Lighting,freestanding on building illuininating sign OTHER INFORMATION: XHE ATTACFITD CHECK LIST MUST BE COMPLETED AND SUBMITTED Please provide samples of paint colors,manufac revs brochure of windows,doors,garage door,fences,lamp posts etc LSigned: (plan preparer) Print Name d V/Q1� 2 . 0Kt12017 Cert Appropriateness.doc �. 3AL ✓ f f,"{ Legend �, • 'i G'd . Parcels Town Boundary ft _ Railroad Tracks r^� .�.:•;, �Buildings \ x�, — Painted Lines ,r� '�.. Parking Lots 110015 f I ❑ Paved 99 // 110014 it ff., Unpaved # �i 11m013 #155ti::: Driveways #139 '� ; '. 0 Paved r+ � tJ Unpaved Roads ❑ Paved Road `r, ❑ Unpaved Road ®Bridge 110012 M'-'-�"`• N Paved Median Streams Marsh 4 ti.�ti Water Bodies 109060 rr 109030 •r: :xt!•:•.::_:: ';i!;:::-:. :::,Icr::: #100 ,;, ..,._. ._ . 1..;...._. i, .,. 109037r 109059 #164 #601 + ram'` ,• �: 109036 #148 A, Ma printed on: 2 2018 This ma is for illustration p p 3/ g/ p purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026ot 0 83 167 an on-the-ground survey.It maybe generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us e 1 s Nt o � APPROVE® MAY 0 9 2018 Town of Barnstable Old King's Highway I ��K Le-- PLANNING no"SENT I r2- \ TOP FOUND.EL 72.5 ) NOTES LEGEND 1.DATUM I6 NANO 08 y' •THE INSTALLER SHALL VERIFY THE 'I 2 MUNICIPAL WATER Is NOT Avw el gl r- tay� --89- EKISRNG CONTOUR LOCATIONS OF ALL UTILITIES AND ALL ! ALL SYSTEM COMPONENTS SHALL BE ]MINIMUM PIPE PITCH TO BE 1/8"PER FOOT. BUILDING SEWER OUTLETS AND SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR X b , E%6T.SPOT ELEV. ELEVATIONS PRIOR TO INSTALLING ANY COMPARABLE MEANS FOR FUTURE LOCATION. 4,DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS (xm r0°..,n PORTION OF SEPTIC SYSTEM PROVIDE MIN.20" WIT IN S' F F TO BE AASHO H-L% �89J--- PROPOSED CONTOUR - ACCESS COVERS TO WITHIN 6.OF FIN.GRADE CONCRETE COVERS TO WITHIN S"GRADE 4 FILTER PR FABRIC OR OVER STONE S PIPE JOINTS TO BE MADE WATERTIGHT. d FlLTER FABRK:OVER STONE LU (98.t) PROPOSED SPOT EL 64.7't 63.4 CONSTRUCTION I&TION(TITLE 5.TO BE IN ACCORDANCE WITH N.U.MINDIUM.75'OF COVER OVER R F.SLOPE REQUIRED OVER SYSTEM 61.0 710 CUR 15.000(TILE 5.) 1FST HOLE '1 NOTE:2"MIN, WALL BLOCKS OR t. vRTfA4T H-10 THICKNESS REOUIRED PRECAST RISERS 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 2R SLOPE OF GROUND , 61.4' 4"a5CN40 PVC NORtA All H_lp BE USED FOR LOT LINE STAKING OR ANY OTHER 'PQe Stla� / �� F2. 4• CO ENT INVS EL. 59.0 a' °' N PIPES IEVEL 1ST 2' YPON SPURPOSE �a `0.1 POLE N.wr.mL �ENO.S ') sores 59.83'1C aci+A &PIPE FOR SEPTIC SYSTEM TO SCR.40-4"PVC.i1RE60349.COMPONENTS NOT TO DE BACKFll1PD OR CONCEALED EN11 wY MOfIn w MMfmOii.• •O°O.O•••erlmas •Mo,1Aea w oM TOR LEVELNEiS DIX% WITHOUT INSPECPON BY BOARD OF REALM AND I� �+ PERMISSION OBTAINED FROM BOARD OF HEALTH. 9.24' •••••°'°'•° 59.08' _ 57.0 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 1I ••• °•°••• •_•.•.••: I ,°•°•••• H-10 SDO GN..LEACHING CwAIBER BY ACME PRECAST OR•EOunl• DIGSAFE(1-BBB-344-7233)AND VERIFYING THE LOCUS MAP 1 E%I ING ••••�•°•••°• 3/4 1-1/2-DOUBLE WASHED STONE 4'MIN. (3)UNITS REOU)RED LOCATION OF ALL UNDERGROUND 6 OVERHEAD VTU71E5 ALL AROUA9 PRECAST STRUCTURES PRIOR TO COMMENCEMENT OF WORN. SCALE 1•=2000'3 BU DING 6'CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE:M.50'%12.83' COUPACIION.(15=1[23) 11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 109 PARCEL 38 REMOVED BENEATH AND T AROUND THE PROPOSED' 1 LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD)AS I (8%SLOPE) (5 x SLOPE) (-I-X SLOPE) 5z.0'BOTTOM W-4 SHOWN ON COMMUNITY PANEL @25001CO534J p LEACHING NO GROUNDWATER FOUND DATED 7/16/2014 / FOUNDATION- 10' -SEPTIC TANK- 1T D' BOX 10' FACILITY -1 ZONING SUMMARY SYSTEM DESIGN: ZONING DISTRICT: RF RESIDENTIAL DISTRICT GARBAGE DISPOSER IS NOT ALLOWED MIN. LOT SIZE 43.560 S.F. / DESIGN FLOW. 4 BEDROOMS®110 GPD= 440 GPD MIN. LOT FRONTAGE 30' LEC/TELFRONT B MIN. SDE SETBACK 115' ER _ USE A 440 GPD DESIGN FLOW MIN.REAR SETBACK 15' MAX. BUILDING HEIGHT 30' SEPTC TANK: 440 GPD(2)= 880 USE 1500 GAL.SEPTIC TANK bo LEACHING: SIDES: 2(33.5+ 12.8)2(.74)- 137 GPD TEST HOLE LOGS TEST HOLE LOGS BOTTOM 33.5 x 12.8(.74)= 317 GPD ENGINEER: ENGINEER:ARNE OJALA PE, PIS DANIEL E. GONSALVES. SE #13587 4f TOTAL: 614 S.F. 454 GPD WITNESS: JERRY DUNNING WITNESS: DONALD DESMARAIS RS USE(3?500 GAL LEACHING CHAMBERS(ACME OR EQUAL) GATE: 7-23-1998 DATE: 1-19-2018 WITH 4 STONE ALL AROUND < 2 MIN/INCH � PERC. RATE _ < 2 MIN/INCH PERC. RATE _ / T11 o PRO DEB'OF 40 M LINER AT 5' CLASS I SOILS Pe 9199 CLASS I SOILS P� 15576 'n w OFF AS AREA WN.TO AT 59 B AT EL 5 B'3 `(793] / ELEV. ELEV. ELEV. ELEV. / 700! Q- 44 70' o. 4 70' Q 4 64' 4 4 64' M,/ \/ / }~ 10YRL4/6 A 710YR /26• SL 7" 6• AIL B/ 10YR 4/6 BAk B 36. 2.5Y 66 8• /S 1OYR 5/6 IS, 30'B 10YR 5/65 67' LS 36• 61.5' 36*\ 2.5Y 6/6 C7 C1 FS FS P°K C C A o -00 _ \ \ 66, 64.5'2.SY 7/4 2.5Y 7/4 64. O PROPOSE O d= O' 60• FS D1) ` p DWELLIIN '0 N� \ rpxc C2 TOP OF NDN N ,� .�. C2 2.5Y 7/4 2.5Y 7/4 / EL 72,5 LOAMY 5'R VAL OF NSUI BLE RE )RED \. COARSE SAND LOAMY IM I D P I M COARSE SAND OF 1EATU FA tt, �� wv o r tE WEB. a \ 2.SY 5/4 TH M SAND u `�• Y a COVE WE cA DNS 310 mR 1s. •\, \� •� 156• 57' 132" / 69' 144' S2' 144' 52' GARAGE LOT 23 '� NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED / 49,000t S.F. 0 ` PROVED SITE PLAN EO ,,, \ 3LA vi �\ D. �� OF ELEC PRIMARY 180 KETTLEHOLE ROAD "\` , BENCHMARK � ' \•�. MAY 0 9 2018 EL.SE 1' PROPOSED .� `. WEST BARNSTABLE, MA \ Town Qt Barnstable PREPARED FOR 4,5, \11 1 \ Old Co commit tee HENDRIGO COSTA DATE: MARCH 14, 2018 LOT 22 - Vl D ILL} IIv= (1V[' 1 4(�1HOi 0 20 30 40 50 FEET WDFCUA 4�yy- DANIELA DANIEL`y 8-762-45a1 STING ROTfpTa� CNIL DJALA �"S 1'1��A�/laz 50508-362-9880 OUSE •Ye WE([ I o4N0.6 ka 4p::,s„ I I •downe°pe.com HAR 2;5 2018w down cape engineering,inc, MR EXISTING LSTING _), � \ �� land engineers land surveyors 1 DATE DANIEL A.OJALA,P.E., P:L.S. 939 Moin Sheet (Rta 6A) YARMOUTHPORT MA 02675 ncE #1774e2 PLANNING & DEVELOPMENT k - ASPHALT ROOFING- 12 V2X6 SIDING , -- -- --- GYP.I;Ta CABiNG - 1 ®. TYP. IX5/IXfi _ - NR.BIRDS.= FRONT ELEVATION T eAKE B/IX3 T RDS. _ TYP. IX5 SOFFIT '^•'•" -= -` �� - la ASPHALT ROOFING= � IX5 R2EIZE/BED FILDCe. _ __ - �s• nP.xa CA4NG It b �] -- "-I -- ,I/2X6 SIDING --- 0• g� og 000 B EE TYP. IX5/IX56 NR.BRDS. ® APPROVED LEFT ELEVATION MAY 0 9 2018 Town of Barnstable Old King's Highway Committee BUILDER �=` JOB ADDRESS DESIGN - 1 DATE REVISION]:DRAWN BY PAGE SCALE o����� �� 1� �'OIJ,8'1��stgns COSTA RESIDENCE PROPOSED FOUR'BEDROOM, 3-22-I8 ar JB •J—oF� va^�ro° 150 KEtTLEHOLE ROAD TWO CAR GARAGE HOME LLI (N RW NABE OF DRAWM S LEAVEb F URCHABER REBpONO 3LE F R=MPLIANCE—4 ALL EXACT 81m AND REINFORCEMEN OF A CONDRE E FOOTINGS (3)ALL FP9TINGB SHALL E.t=BELOW PR00T JNE VERIFY DEPTH. ' WEST BARNSTABLE, MA, LOCAL B 3LDI Y ODES AND ORDINANCES. B DEB!GN8 MAT NCi BE HELD REBPONB 3 E t T BE DETERMINED BY LOCAL BOIL CONDITICNS AND ACCEPTABLE (a)VER!FY B R C RAL E sMENTa FOR DESIGN I SIZE P,O.BOX]4S • e'BpBI.¢94=954 ZI POR_rtE CONDITIONS OR FOR THE I:eE 09 M1IISbE DRA"JINGB OURINv CONBTRJGTbN. PRACTICES OP CONBTRllCTICN.VERIFY bPBIGN UTI LOCAL ENGINEER WTH LOCAL ENGINEER AND BUILDING ORiLIALB. ILCyT BARNGT.AnI c ffA O.N.dB - ROOFING z _ 12,-- • �-- FF:n I HEF = �$ __ __ _ � alllllllllllllll�Illlllllllllll,,��llllf II_I��IIiu�� Is�lll�t<IIIIIII� ■ FIE El�- •. -- REAR ELEVATION 12 =�- ==A5PFIALT 111111111111_ 12 - - _ -A<E BIRDS. ILLU _ '" II I I II Illllll l I LII .IIIIIIIIIIIII • _� �� APPROVED �$ RIC MAY 0 • 2018 •wn of• •Barnstable ay Committee DATE PROPOSED FOUR, BEDROOM, Mill -"JOB ADDRESS mu I DESIGN, Ulu/ _ = _ WEST — • — — - L-L Q. 74..........P--------------*- ---------- W-O" OPEN COVERED DECK DECK ABOVE LATERAL ABOVE UPLIFT ANCHOR BOLT AND 3-X3'XI/4'PLATE WASWER 34'-0" 2X&PT PLATE 14EA MAIN HOUSE SPACING Z. XA* GARAGE SPACING V MIN. r. t t FOUNDATION WALL BASEMENT A.. b. .—A.. 6-42-FROM END O OF PLATES A- t A% 9 IIIIIIII 111111114 Il oil 1)11111 ll I I ll I I IIp110)1e111111ej 11 a ll j 1111111 ll ll 111 1311(illillilillell)II13 ......... ---- ---- --------- --------- ------- TYP. ANCHOR BOLT SPACING ........ ......... ......... i01---------------d'. L--j FOUNDATION PLAN -LL .. .. .. .. .. .. ... • . . . . . .. . .. .-*:8"CONCRETE WALL. • DAMP.PROOFING CSA APPROVED. A PROVED 4"POURED CONC.SLAB • 2X&K GARAGE MAY 0 9 2018 COMPACTED 6. h. Town of Sarnstable Old King's Highway Committee • FOOTING FOOTING DETAILS ID 8 11 CONCRETE WAL NiAR 2--6 2018 24'-0* PLANNING & DEVELOPMENT BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY ZAGE COSTA RESIDENCE PROPOSED FOUR BEDROOM, JB —i-or-a I=V-011 .9"ommoolamo,com F ;-, I gno 190 KETTLEWOLE ROAD TWO CAR GARAGE HOME m N pUp2a�M ofa " LFAv'M PURCA"M RESPO"BLE ALL W A�fM--W OF ALL roNaxetE Foom»e 0)ALL EKTEm aMAW FfOBTLB E LOCAL W�Coom A�ORV�a m� W-EW �T M DVV��By LOCAL BOIL W ELE?�M�OWON 4 PL ear" r_rrv,�494-95.%4 WEST BARNSTABLE, MA. FRAC�0,co��m LOCAL LOCAL�A�WLO�O�AL6. -Wr aA�U�M4 aaYe I - -— - ---z .. 1 S • - i • III-0" • 1 1 I . 1 EN VERED ECK DECK I I BEDROOM n --- - -0" w ^ BEDROOM•3 BATH (�.Jb' IU•I_C•^ m i� e - �d' P x 1'. ]'d'.4'd' KITCHEN m x BATH cueron 00 LIVING I I O 2'.' 2.' E x • ' 4 a' •A' W.LC. FULDRY LANDINGBEDROOM E _____________ •'•. anw BATH I I i FOYER urm+ S x BELOW 4 Q Q o ti m ----------------------- �y.. Yd' Ya' FOYER , AREA jv rcanaEortnu aY, w I '--------- `T LANDING ITU 4 ............. 4i i 'd x x x x V x eo• x x „ eF�el+ 34-0` 4 g 9-0n MUDROOM 9 _ Q roaw V 7a' SECOND FLOOR PLAN ewe FIRST FLOOR PLAN MASTER BEDROOM � 1 9 - ----------------------' GARAGE Q ------------------------- v v F] RI A pp ' o 0 Gx x APPROVED x 7d' MAR 2;6' 2018 l MAY p 9 2018 24'-0° Town of Barnstable r BUILDERE180 JOB ADDRESS DESIGN - np DATE, IREVISIONJORZA B°Ti E SCALE RESIDENCE PROPOSED FOUR BEDROOM, -✓�-✓�^/� `� OV�o 3-22-18 « JB •n�OF� TLEHOLE ROAD TWO CAR GARAGE HOMEwRNSTABLE, MA, ZI wrl arts corrortwue olx wo t�vee w owauorrm olmwo corrernucnaa Prseencee of cmietwucnori v6+m'emiarl untw owe/ +. umw ioe.>L ovr�aro aunoum aauxa ae]raaaiorae�e ru eowe' C t � 0 + N F CERTIFICATE OF INSULATION Ni NATIONAL F19E12 PART I- fh1E1P.AL I AtDOPWSS OF FIESIDENCE. NAME&ADDRESS OF INSTALLER: P.O.Box 52 Ofest Dennis,MA 0_2=0 Y I DATE OF INS TLaLLATION COPAPLETIONi: 2`a PA ET II—AREAS fN-ScsLATED - 315 �'c �-I �s ,� / era �15 �'T< WALLS( 2-10 0 SQ,Fr.) CIEUNGS( _7 �0 0 50,FT.) FLOORS( <J `-'/� SQ. FT.) — ,�'t3A y't' TYPE OF JUSULATION: TYPE OF INSULATION:CI V-ft Cr•l SF• TYPE OF INSULATION: S -Z'e � ? R•-Z _. MANUFACTURER: JkcHJ� y/IANUFACI'UR£P.: �G2i1 P MANUFACTURER: �.N��Ff I P VAL.UE AMOUIIJT R-VALUE AMOUNT R-VALUE AMOUNT INSTALLED INSTALLED INSTALLED INSTALLED INSTALLED INSTALLED Z PART III-CERTIFICATION CERTIFY THAT THE RESIDENCE IDENTIFIED IN PART I WAS INSULATED AS SPECIFIED IN PART II AND THE INSTALLA TIONWAS CONDU�CONFORMANCE TO APPLICABLE CODES,STANDARDS,AND REGULATIONS. (A HORI SIGNA RE) This certificate must be completed and prominently posted adjacent to am areas which are insulated with program funds. r Commonwealth of Massachusetts 2jg Sheet Metal Permit (J J Map Parcel a� Date: sn1►�, ' rrPetH#� I .� �� Estimated Job Cost: ram, $ 22 Permit Fee: $ r5 '� v Plans Submitted: YES NO 0I N N U 6P1@"AJ YES NO Business License# Applicant License#_ 3c2 CS Q Business Infomsation: Property Owner/Job Location Information: Name: CA P P` AA-4� 14G Name: Street:, a A m U A Street:1901 Kt4le, 661 City/Town.: in 0 y-� 4 City/Town: ;fin S�A h- W ,M j Telephone: �SD?L3 W 3 �Z� Telephone: So 3 &-0 9 y 6j Photo I.D. required/Copy of Photo I.D.-attached: YES NO sial3Initial J-1/M-1-unrestricted license J-2/,M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other Square'Footage: under 10,000 sq. ft'A over 10,000 sq.ft. Number of Stories: 2, Sheet metal work to be completed: New Work Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/.Vents ' Air Balancing Provide detailed description of work to be done:. 3 ��s o� ��� �ZdMs r-� y4 n -f' yo,G�4 (1 ! Of �i/f'jah c� wn d % COor r n 5 0 fNSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 YesA No ❑ If you have checked)LU, indicate the type of coverage by checking the appropriate box below: A liability insurance 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 permit application waives this requirement. Check One Only L Owner Agent ❑ Signature of Owner or Owner's Agent By checking this box[], I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and*Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final lnspection Date Comments Type of License: By Master Title El Master-Restricted Cityrrown ❑Journeyperson Signature of Licensee Permit ❑Joumeyperson-Restricted i License Number. Fee$ ❑ Check at www.mass.aov,/dpl Email: Inspector Signature of Permit Approval f Thz Commomveahs 4qf chime egpartmmt qfInd=&IdAcddwds e of gafi�rra 600 Was, bzVon&-eet Bayt=4 MA 02111 • •�v�u,r��,gr�vfdut . 1m-kers' o�pensafr�nIc��ffiavit Bm�der�l�aahract�rsfIIet-�**SIP hers irm� matnrtTn PleasePFmt Legffily o-zgJ VU. Phone iuk' , Q �,o-! Are you an employer?Cteckthe appropriate bay ' Type of project(regd ed): ❑I am a general cca�ctat and I L❑ I am a emplflyzi svifb 6. ❑I$ess w3ployew(flail aadkr part-time}* lFavelvtezlthe sub tors Tisfed on the dtached sheet '7. ❑Resaodelimg I ship a sale m n a mptcr ayees.or aer. .These snb-con4ractnss have 8..,❑Demalifiog StEip atul bare no E2ZfIpl0�2Es � y FIO �a'It�baS�e wozicers' -wadring for me in any cry. _ # 9_ ❑Building addifiau �,�.�,�- o cAmp >asrt� comp_ce �- El Beareacorporaiianandis IO_❑IIecfFicalrepairsarad ns 1 otters have exerczed fhEw IL❑FImm bingrep$is of adarfians 3.❑ lama homeovmer&ing all waA- �t of can p L �, [No�rorla�s'cosng_ per MQ ❑Roof'repaim irmmnce retiaired_]i c. ,§inandwe b�ve no 13❑Other �°9em[No wogs' tom-in=mme reqpireEtj Any aggFr�tasc ched-s'has�l mast elsa im nitrite s�oabeTnwslrn�g��•wadsed®easafiaapo>�yi � . #iRomeusa fmvt a suba4t Hvs�ndauu`i &y wzZmng RIE w c sad t mlffiz nunid a c amst submit ahem s�aa�-st inai eg sacTi -'u 6m�tcbecYi3gs6axmustst ep�csmig--I sheet sbovdngtb2m=te of ft sub-ca&zchrm xad stdewbather armtiiameeutietiesbxvP- ®niayees.Tfthesubraatrad�is3sce�oF t `ide& srm�s'�mp•PoTie�mmmbei I am an elnpiayer t71a is praurriiag workers'con pet ma an inmranca for m}an plc}wes $eln�v is fTnspzT&cy arcd jab szta trz,formafion. . InsumEe campanyN2me: Policy 4-ar Self--i --s-Lic- F�giratioaDafe: ' Job Site Address_ I be Yo �#ach a copy of Ube workers'co=pegsafiaugoTtc-vZechratian page(sh wIng the Po" z ber and e>pazfion date). Fag=e to secum coverage as requirednuder Section 25A o€MGL c-1:57 can lead to Elie imposition of caimffial penalties of a fine up to$L50U G awyar cnayearimpaism=MY9,as we11 as cias7.pezzaliies n the farm of a STOP WORK ORDER and a#irne of up to$2:50_€G a clap zg inzt#'ne violajur. Be advised that a copy of ibis s .may.be B wncled,to the Of m of Irnvestegatioas ofthe DJA for imsce coverage verfba6on_ Tifn Iier�by c *aardsr ttrspru�ts and pnUdg s a.fFar,�.rry�i d-ffie inforissa#iarx rrasir�d abmw is his anti correct )ate Phone a Ass urI£y Da Gnat"Tite in t7�area,�be wwp&ed by ayr3rtn�vn a, icirr£ City or Tarsn: Fer�License� :Lj3..g ATQlft t -0m s 3. own aerh 4 F.lec,&I al b sper�r 5.Phrmbing Insge�F 1.Board of$•ealtln �. iT�ma F . 6.Other Contact Person: Ph*=#: 6 ! # 11 11 11 1 1 # ! ..laA►-lw ill ter_ ■:.■f� :.In - _1 .roil ••�A n u ■• ■- ••u■ni�... .uuu..• .n u■ w "e■ ■ :uuu • •■■ ■f:■.1 to on w .'.n■11 .1a i1I l■ ■ ..a■4�. -• • ■:lw•■ f/ it - ■ Ilia a■i 1.5991i _■■ ' ra.■1[ r • ■tl .Gvl • ■nu "• •Or a -•.u■�■ ■ i.u • •1 • _ m.a : .0 a■t .0 A a.l it -•. ww ■r a■• ••• u ■■u - • .l- 1• --■u• r+._l•:• u : •of unr:• u. .0■ u. .■nu• ■.. - - n :w W/ru•:, • _ •. r_ :■ uuu ■• a a■ • ■ • a� • :u u u• u■_ •_un.A■u■ .wz.MY■■■■ n •u T. will i.n■ ■ u: :uu •• :•- r it" •••.:+ • _ ■• 1 u• ..a l_•u- ■■ u u - u.n w : .0:■ .0 Win■, .0• •a■• "Y.- i■a :In u u- • r•a■_w • n .• 1 u- ■.. • of a"l: ■• anu •• ■:w.1■ 1. .. ■■.nuw.n r •u,a n ■ua u ■.■. ■■. •u n ■ ■• Im_ ■■■w . all Is J •was. ■t ■■1 rokist. •am.•1 fill.■al ■l -.• ■ I ■. •: .■t • . .■ jinn ■•ll il•1 ■- ■�:i.■:a ■• a- .1. iilal■ • ■.111.il • ■ Clow f■.■ - YJa- ■ .../ ■Ya■ a a 1 - ■1 ■• ■ ■■ •L. .•• - ■ -• - • • -� - ■ ■- ■■■ a. l.- .n- ■ li,lli ■ 11 .1■ ■ ■.. ■l■ ■ ■. - 1. i■ r1 a.1998 . - r�. • .•. 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Ia ..1• J i�■ i=l ■�:■ •■ l nta 1 •a .r•.• 1 n• r:In_ ■.. �+. ■ .a •.O. t■1 1. i.. _■a■ .1■•w •■ tilt- �.,. ■ - ..■■ .�1■ ■• a •'■11" •r: .l .II •-•■ •.• • .l" .■a.l • 1 It.f l. ■.:�a •■■ r.I• r.■l.■:• ■! l•.1■. -• •• tl- MI •1 ■■••L ■.. .- • • • a 1. ■. _u■ r_n n •• u.l . .u.. •1 1 l 7 n ■nw - ■�.n Iw a .w 1 _ i■a_•1 .al .- 71�■ •u ■ _.• a•■w - . .•.■ - •••f� • MI■ I:■ w a•Y..1■.1a' r.l■� ■1 ■il.n 1 ■• .ta.1 n .n• ■• ■.w a1 r•■..a■i! w •:I•In1 - _ •■• rill • .M.11 1 1■ ■■1■a :■ ca a •:+w•1■ w � ■►•■.1 .. n r.11•Ia -■- .n .t/ • l- � ■. • ■ • ■-•n al. •••■ ■ ..- 1a ■t_■■ • fa ..•_l1 r al .■■ r••■:l.:aa•■ ..■• a 1■ ■ ••• .. .■a ■t w■at• rr- 0 a sea:ln _gal w•1. r -a a■1■- .0■ 1:. ■uw.w rime.if fail i ■ �. .■_ . a • ■ .Li �.�...ti.n.• 1•�a a C■ :ar a ' er. •-. • ur �VE Town of Barnstable Building Department Services wNSTAE = Brian Florence, CBO xAsa 16.19• Building Commissioner EDM�� 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 508-862-4038 Fax: 508-790-6230 . ,,Property Owner Must Complete and Sign This Section ' - If Using A Builder as 0wnet of the subject property hereby authorize ���L c A-.n a y/�ti to act on my behalf; in all matters relative to work authorized by this budding permit application for. ?aA-fZ/t)S 4I 4, 6L� (Address of Job) **Pool fences and alarm are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are perfo=ed and accepted. ` / Signature of Owner Signature of Applicant PaUL_ C4 P.n; 4-an Print Name Print Name Date Q:FORNMOWNERPERIvII.SSIONPOOLS Rev:08/16/17 I ' Town of Barnstable Building Department Services Brian Florence,CBO o Building Commissioner 200 Main Street, Hyannis,MA 02601 i RARN� s 3UM www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXENUMON 0 Please Print DATE: JOB LOCATION: number stcEet. village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityh—• state up code The current exemption for"homeowners"was extended to include owner-occupied dwellings of sit 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. DEFINMON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official.on a form acceptable to the Building C cia1,th�i he/she s beTresponsible for all such wcn ed unde-,thL buildingpennit. (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 andregairements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Mote: 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 EXEMMON 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.L1-Licensing of.construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often . .results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against.the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q_\WPFHM\FORMS\buflding permit fors\=RESS.doc 08/16/17 i p cbk.COMMONWEALTH OF MA WHUSETTS ..:.. • • • • • BOARD'OF SHEET METAL WbRKERS ISSUES THE FOLLOWING`LfC'ENSE INA$�'ER-UNRESTRICTED. Ow PAUL A CARRIGAN.'::: :;:;:: Pb BOX 2084 N. TEATICKET MA 02536.-2084 .;'%< W U 3288:>»:><'":`:r' '04128/2020:>:::<:»:::::. ? 435840 �J AS1Hr SETTS DRI�ER's' ii = >: -� LICENSE tlQIA �, ��Y� f � �� A�•"� I�OT FOR�FEDE I �'' I t �' � ,�a ='iz REST- •-•f Sa Efm - � ' {^NONE "1� i: •is ` i ►Y �f M VIAT M0 a 30' u FA I dl 1 254 9352E t �/'�� =�dV'1�,�1��(L. .q��` II•V�95EX-I�1� 16HOT�sw �I)8F ��•F�OZ���I . r ....... . SU0p1V Building Analysis Date: Jun 25,2018 NEW E N G i. A N O 1st Floor Unit By: Alfred Henriquez """`�tt"P1 O�46' Supply New England 123 East St,Attleboro,MA 02703 Phone:508-222-5555 exl 13013 Email:AHendquez@SupplyNE.com Web:www.Supp]yNewEngland.com Proiect Information For: Carrigan HTG 180 Kettlehole Rd,West Barnstable, MA Design Conditions Location: Indoor: Heating Cooling Boston Logan Int'I AP, MA, US Indoor temperature(T) 70 75 Elevation: 30 ft Design TD (°F) 58 13 Latitude: 42°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 35.4 27.8 Dry bulb(°F) 12 88 Infiltration: Dailyrange(TF) - 15 ( 1 ) Method Simplified Wetbulb(°F) - 72 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 • Component Btuh/ft2 Btuh %of load Walls 3.7 3605 12.2 vWl Raicn Glazing 32.8 9291 31.4 Doors 16.7 1052 3.6 Ceilings 0 0 0 �� ducts Floors 1.6 2059 7.0 Infiltration 3.3 4066 13.7 a.Org Ducts 5705 19.3 Piping 0 0 Humidification 0 0 Irfillrabcn Ventilation 3805 12.9 Dogs Flags Adjustments 0 i Total 1 1 29583 100.0 a Cooling Component Btuh/ftz Btuh %of load Walls 1.1 1073 4.6 VWI V tilam Glazing 50.5 14287 61.1 h1 TdGirs Doors 9.5 597 2.6 Ceilings 0 0 0 A Floors 0.4 450 1.9 Infiltration 0.4 456 1.9 Duls Ducts 1984 8.5 Ventilation 832 3.6 qhar Internal gains 3690 15.8 of Blower 0 0 Gaing Adjustments 0 Total 1 233691 100.0 Latent Cooling Load=3406 Btuh Overall U-value=0.111 Btuh/ftz-°F Data entries checked. t -40- vvright soW- 2018-Nov-02 09:14:20 comfortOUOTE by Wrlghisoft 18.0.27 RSU12881 Page 1 11 . ...ST812-180 Kettlehole Rd,West Bamstable.rup Calc=MJ8 Front Door faces: N Building Analysis Job:: Jun 25,2018 N E W .E N G L A N J? 2nd Floor Unit By: Alfred Henriquez Supply New England 123 East St,Attleboro,MA 02703 Phone:508-222-5555 exl 13013 Email:AHendquez@SupplyNE.com Web:www.SupplyNewEngland.com Project • • For: Carrigan HTG 180 Kettlehole Rd,West Barnstable, MA Design Conditions Location: Indoor: Heating Cooling Boston Logan Int'I AP, MA, US Indoor temperature(°F) 70 75 Elevation: 30 ft Design TD(°F) 58 13 Latitude: 42°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 35.4 27.8 Dry bulb(°F) 12 88 Infiltration: Dailyrange(°F) - 15 ( 1 ) Method Simplified Wetbulb(°F) - 72 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ftz Btuh %of load Walls 3.7 5901 16.3 vWl vFioiafim Glazing 27.1 7797 21.5 Doors 0 0 0 Ceilings 1.5 2553 7.0 Floors 1.1 508 1.4 Ducts Infiltration 3.3 6171 17.0 aazi Ducts 9122 25.2 Piping 0 0 Humidification 0 0 Gdlirg Ventilation 4186 11.6 7tha Irfiltrabvt Adjustments 0 Total 1 1 362381 100.0 Component Btuh/ft2 Btuh %of load Walls 1.0 1567 6.0 VIA �til�rn Glazing 28.6 8233 31.4 IftarldGirs Doors 0 6 0 Ceilings 1.3 2216 8.5 Floors 0.2 111 0.4 Gad Infiltration 0.4 691 2.6 Ducts 7931 30.2 Ventilation 916 3.5 Internal gains 4560 17.4 Blower 0 0 Rls Adjustments 0 Oil]]l� Total 26225 100.01Irm Latent Cooling Load=3743 Btuh Overall U-value=0.074 Btuh/fP--°F Data,entries checked. -tih- wnrightsolPtw 2018•Nov-02 09:14:20 • --rra comfortQUOTE by Wrightsoft 18.0.27 RSU12881 Page 2 ...ST812-180 Kettlehole Rd,West Bamstable.rup Calc=MJ8 Front Door faces: N r , Pro� 'ect Summary Job: �upp1Y •7 Date: Jun 25,2018 NEW 8 N G L A-N Q 1st Floor Unit By: Alfred Henriquez sv� e`�t�. ru Supply New England 123 East St,Attleboro,MA 02703 Phone:508-222-5555 ext 13013 Email:AHendquez@SupplyNE.com Web:www.SupplyNewEngland.com Proeect Information For: Carrigan HTG 180 Kettlehole Rd,West Barnstable, MA Notes: DISCLAIMER: Supply New England provides only conceptual heating and cooling designs.We do not represent ourselves as engineers,therfore,we assume no liability for equipment selection or system Design Information Weather: Boston Logan Int'I AP, MA, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 88 °F Inside db 70 °F Inside db 75 °F Design TD 58 °F Design TD 13 °F Daily range L Relative humidity 50 % Moisture difference 28 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20073 Btuh Structure 20552 Btuh Ducts 5705 Btuh Ducts 1984 Btuh Central vent(60 cfm) 3805 Btuh Central vent(60 cfm) 832 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29583 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 23369 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1220 Btuh Ducts 1053 Btuh Central vent(60 cfm) 1133 Btuh Heating Cooling Outside air Area(ft� 1254 1254 Equipment.latent load 3406 Btuh Volume(ft3) 10031 10031 Air changes/hour 0.38 0.20 Equipment Total Load(Sen+Lat) 26775 Btuh Equiv.AVF(cfm) 64 33 Req.total capacity at 0.70 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1061 cfm Actual air flow 1061 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ^41Jd- wrtghtsoft- 2018-Nov-02 09:14:21 >., ��� pus � w comfortQUOTE by Wrightsoft 18.0.27 RSU12881 Page 1 ...ST812-180 Kettlehole Rd,West Bamstable.rup Calc=MJ8 Front Door faces: N V.n ..1 Project Summary Job: MN i Date: Jun 25,2018 N E.W E N G L A N.6 2nd Floor Unit By: Alfred Henriquez Whererhoplu3yo Supply New England 123 East St,Attleboro,MA 02703 Phone:508-222-5555 ext 13013 Email:AHendquez@SupplyNE.com Web:www.SupplyNewEngland.com Proiect Information For: Carrigan HTG 180 Kettlehole Rd,West Barnstable, MA Notes: DISCLAIMER: Supply New England provides only conceptual heating and cooling designs. We do not represent ourselves as engineers,therfore,we assume no liability for equipment selection or system Design Information Weather: Boston Logan Int'l AP, MA, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 58 OF Design TD 13 OF Daily range L Relative humidity 50 % Moisture difference 28 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22929 Btuh Structure 17379 Btuh Ducts 9122 Btuh Ducts 7931 Btuh Central vent(66 cfm) 4186 Btuh Central vent(66 cfm) 916 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 36238 Btuh Use manufacturer's data- y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 26225 Btuh Method Simplified Latent Cooling Equipment.Load Sizing Construction quality Average Fireplaces 0 Structure 1341 Btuh Ducts 1155 Btuh Central vent(66 cfm) 1247 Btuh Heating Cooling Outside air Area(ft� 1705 1705 Equipment latent load 3743 Btuh Volume(ft� 13638 13638 Air changes/hour 0.43 0.22 Equipment Total Load(Sen+Lat) 29968 Btuh Equiv.AVF (cfm) 98 50 Req.total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 1026 cfm Actual air flow 1026 cfm Air flow factor 0.032 cfm/Bt6h Air flow factor 0.041 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -•JA- wrightsoft 2018-Nov-02 09:14:21 x+� ..•,�: a comfortQUOTE by Wrightsoft 18.0.27 RSU12881 Page 2 ...S1P812-180 Kettlehole Rd,West Bamstable.rup Calc=MJ8 Front Door faces: N Attic Attic Job M Supply New England Scale: 1 : 101 Performed by Alfred Henriquez for: Page 1 Carrigan HTG 123 East St 180 Kettlehole Rd comfortOUOTE by Wrightsoft Attleboro,MA 02703 18.0.27 RSU12881 West Barnstable,MA Phone:508-222-5555 ext 13013 2018-Nov-02 09:14:47 www.SupplyNewEngland.com AHenriquez@SupplyNE.con ...ttlehole Rd,West Barnstable.rup 2nd Floor WIC 3 Bath 2 Bedroom 2 Bedroom 3 Bath 3 WIC 2 CL4 Landing M.Bath Laundry. OT.B Upstairs Sitting Area Landing 2 M.WIC Master Bedroom 4x10 4x10 1026 cfm— -1026 cfm Job M Supply New England Scale: 1 : 101 Performed by Alfred Henriquez for: Page 2 Carrigan HTG 123 East St comfortQUOTE by Wrightsoft 180 Kettlehole Rd Attleboro,MA 02703 18.0.27 RSU12881 West Barnstable,MA Phone:508-222-5555 ext 13013 2018-Nov-02 09:14:47 www.SupplyNewEngland.com Menriquez@SupplyNE.con ...ttlehole Rd,West Barnstable.rup 1 , FK 1st Floor i 1061 cfmg '�1 6lscfm� x Ltng tBreakfas1, I(itcFien Lw i e 1x � n n t E E ' �--s -,�,� �� i� sq .w 'as'v�Sjy�`,vk,�z 'A� d�. ,��5�, •�y #.:a d"�3°°„ �i ', - . MR LMve Garage Job#: Supply NeW England Scale: 1 : 1011 Performed by Alfred-Henriquez for: Page 3 ` -' Carrigan HTG 123fast St feo Kettlehote Rd. comfortQUOTE by Wrightsoft West Bams[able,MA Attleboro,MA 02703 18.0.27 RSU12881 Ph6ne:508-222-5555 ext 13013 2018-Nov-02 09:14:47 www.SupplyNewEngland.com Menriquez@SupplyNE.co ttlehole Rd,West Barnstable.rup' , Basement Basement Garage Slab Job M Supply New England Scale: 1 : 101 Performed by Alfred Henriquez for: Page 4 Carrigan HTG 123 East St d comfortQUOTE by Wrightsoft 180 Kettlehole R West Barnstable, Attleboro,MA 02703 18.0.27 RSU12881 Phone:508-222-5555 ext 13013 2018-Nov-02 09:14:47 www.SupplyNewEngland.com Mendquez@SupplyNE.con ...ttlehole Rd,West Barnstable.rup A Town of Barnstable Zoning Board of Appeals Decision and Notice Variance No. 2018-069 —Costa � Section 240-14 RC-1 and RI' District Bulk& Dimensional Regulations To allow the construction of a dwelling that does not meet the required side yard setback of 15 feet Summary: Granted with Conditions i Petitioner: Hendiigo Costa 286 Sudbury Lane, Hyannis, MA Q Property Address: 180 Kettlehole Road, West Barnstable, MA L a•a— l Assessor's Map/Parcel: 109/038 Zoning District: Residence F (RF) Zoning District Hearing Date: December 12, 2018 00 —ate Recording Information: Book: 31270 Page:329 0 . Plan:301/99 � - = (n a -� °s Background ;�w Hendrigo and Marcela Costa petitioned for a Variance to Section 240-14.E — Bulk Regulations - � Minimum Side and Rear Yard Setbacks to allow the proposed single-family dwelling W be constructed 14.20 feet from the lot line where the current zoning requirement for the district in which it is located requires 15 feet. The property is located at 180 Kettlehole Road, West Barnstable, MA as shown on Assessor's Map 109 as Parcel 038. It is located in the Residence F (RF)Zoning District. The subject property is a 1.13 acres with frontage on Kettlehole Road and overlooking the marsh to the rear. It is located in the single-family residential area south of the railroad tracks in West Barnstable. The property is improved with a foundation that does not meet the required setback of 15 feet. Proposal & Hearing Summary Variance No. 2018-069 to allow the proposed single-family dwelling to be constructed 14.20 feet from the lot line at 180 Kettlehole Road, West Barnstable MA was filed at the Town Clerks office and the office of the Zoning Board of Appeals on November 16, 2018. A Public Hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with M.G.L. Chapter 40A. The hearing was opened on December 12, 2018 at which time the Board found to grant the variance subject to conditions. Board members deciding this appeal were: Alex Rodolakis, David Hirsch, Jacob Dewey, Todd Walantis, and Paul Pinard. . The hearing was opened on December 12, 2018 with Dan Ojala of Down Cape Engineering representing the Petitioners. Also present were the Petitioners, Mr. and Mrs. Costa and their family. Mr. Ojala described the topography as being very steep and when the foundation was poui"ed a mistake was made and when it was measured it was shown as being slightly within the setback. Mr. Ojala stated that it would be a financial hardship if the applicant had to correct the mistake. The Board Chair requested public comment and no one spoke. The Board agreed that granting a variance for this slight encroachment is reasonable. The Board and Mr. Ojala also discussed the future need for a shed on site. a Town of Barnstable Plannhig and Development Department Decision Variance 2018-069—Costa Findings of Fact � At the hearing on December 12, 2018, the Board voted and made the following findings of fact in Variance No. 2018-069, a request for the construction of a single-family dwelling to be constructed ¢ 14.20 feet from the lot line at 180 Kettlehole Road, West Barnstable, MA: i. Owing to circumstances related to soil conditions, shape, or topography of such land or `structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located. The Board found the topography to be difficult for construction. 2. A literal enforcement of the provisions of the zoning ordinance would involve substantial hardship, financial or otherwise to the petitioner. The Board found that it would be a financial hardship should the Variance be denied and a new foundation wall poured. 3. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. The vote to accept the findings was: x AYE: Alex Rodolakis, David Hirsch, Jacob Dewey, Todd Walantis, and Paul Pinard NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Variance No. 2018- 069 subject to the following conditions: 1. Variance No. 2018-069 is granted to Hendrigo and Marcela Costa to allow the construction of a single family dwelling at 180 Kettlehole Road, West Barnstable, MA. 2. The dwelling shall be 14.2 feet from the side yard setback where 15 feet is required. 3. The site development shall be constructed in substantial conformance with the plan entitled "Foundation Plot Plan" prepared for Hend6go Costa dated November 14, 2018 drawn and stamped by Down Cape Engineering, Inc. 4. The Applicant may construct a shed up to 10 feet by 15 feet on the site. The dwelling and j shed shall represent full build-out of the lot. No further additions shall be permitted without a approval from the Board. 5. This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building i Division,prior to issuance of a building permit. The rights authorized by this variance must be exercised within one year, unless extended. AYE: Alex Rodolakis, David Hirsch, Jacob Dewey, Todd Walantis, and Paul Pinard NAY: None Ordered Variance No. 2018-069, to construct a single family dwelling 14.20 feet from the side yard setback where 15 feet is required, at 180 Kettlehole Road, West Barnstable, MA has been granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. 2 11/27/2018 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '109038' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: IS Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing CityS Country Deed tateZip 114 KETTLEHOLE WE'D 109034 LADNER,JOHN M ROAD BARNSTABLE,MA 30032/309 02668 YERKES,JUDSON B& 132 KETTLEHOLE WEST s 109035 KATHERINE C ROAD BARNSTABLE,MA 26011/236 02668 NICKERSON, MEGAN %BUCELL,MICHAEL R& 148 KETTLEHOLE WEST 109036 MCCLELLAND MEGAN M ROAD BARNSTABLE,MA 29587/281 02668 WEST 109037 SICARD,ROBERT A 164 KETTLEHOLE RD BARNSTABLE,MA 13319/193 02668 109038 SICARD,NANCY %COSTA, HENDRIGO& 286 SUDBURY LANE HYANNIS,MA 11595/165 YOUNG MARCELA 02601 WEST 109040 LAW,MARK B&LYNNE 57 CROCKER ROAD BARNSTABLE,MA 28044/154 MICHELLE 02668 LOMBARDI,KEVIN V KETTLEHOLE RD REALTY WEST 109058 TR TRUST 145 KETTLEHOLE RD BARNSTABLE,MA 23296/306 02668 i SINN,CHRISTOPHER 161 KETTLEHOLE WEST 109059 &TRUDY ROAD BARNSTABLE,MA 9141/114 02668 BARBADORA,PETER& %BARBADORA,PETER L 187 KETTLEHOLE WEST 109060 LYNN &LYNN A TRS ROAD BARNSTABLE,MA 25183/128 s 02668 WEST SPALDING,ROBERT N 110012 &NANCY 196 KETTLEHOLE RD BARNSTABLE,MA 5805/278 02668 110013 BIENEFELD,GARY W& 617 ROCKAWAY AVE., VALLEY STREAM, 27671/100 CURRIER,JOYCE L APT 2 NY 11581 WEST 110014 SMITH,CLIFFORD& 155 CROCKER RD BARNSTABLE,MA 6725/273 SUSAN A 02668 WEST MOORE,JEFFREY W& 110015 NICKERSON,LEYLA E 99 CROCKER ROAD BARNSTABLE,MA 24272/68 BARNS WEST 110022 SWIFT,CHRISTOPHER 104 CROCKER RD BARNSTABLE,MA 11326/189 &FRANCIS,CAROLYN 02668 WEST 110023 MESKINIS,JUDITH L PO BOX 45 BARNSTABLE,MA 8464/80 02668-0045 WEST FRETTAS,MATTHEW P 110024 &LINNEA E 140 CROCKER ROAD BARNSTABLE,MA 29764/273 BARNS WEST 132007 ROSS,DAVID M %ROSS,DAVID M TR 60 WIDGEON LANE BARNSTABLE,MA 29180/12S 02668 AHONEN,JANET C& WEST 132009 MULLEN,DANIEL J PO BOX 101 BARNSBARNS TABLE,MA 4530/120 This list by Itself does NOT constitute a certitled list of abutters and Is provided only as an aid to the determination of abutters.If a certified list of abutters Is required,contact the Assessing Division to have this list certified.The owner and address data on this list Is from the Town of Barnstable Assessor's database as of 1112712018. http://maps.townofbamstable.us/arelms/appgeoapp/AbufterReport.aspx?type=ZBA 1!1 Town of Barnstable Geographic Information System November 27,2018 ::+.•-:::.:. n 133076 11 ao3aoal _ #97 - #131 110019 -:�::110023�-��::::.:::.':':::c:::-::•::. #140:i�•�:�:::�:.:�:::��::::_:::%�:;::••. 110031 Q#26 9 :ii: ?::.;.,;::;:; ?;:::.. 110032 110021 :#104' •�,,rvf: i r 133075 J r r� A :%J r/ ���� /�:/� ,:, ;may;::::.::::• #15 // ! - r- '!. 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Enlargements beyond a scale of Selected Parcel Abutter List Type-Parties of Interest are those directly opposite subject lot on 1°=100'may not meet established map accuracy standards.The parcel lines on this map :•:=;•••:• ,� E are only graphic representations of Assessors tax parcels-They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters :`•.= '1 boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot !�/ such as building locations. Buffer ...°..."�..���..c�.,.,.,V.,p•:.,,._..�.___'^�„� .��®tea,®�.,.,, .�,• ...-.�,....,.,,a,ma_,®..W.��....,e,�,,..a.�.:,,,,,,.,•�,,,,...m.,..m.:®..�.,,d,,..-.�,.,�.,...ma..,.,...-,.,.,E Ii 17 Town of Barnstable planning and Development Department Decision Variance 201 S-069—Costa r /W1r - �; I Alex odolakis, Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify l that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this tOgAday of under the pains and penalties of perjury. Ann Quirk, Town Clerk 1' 1 3 t 6 B \ yNq Q L 3 999 F�HEro�ti� turn ®f Barnstable' 4 Assessing Division� �g� MASS. i679 ,0�a 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 Edward F.O'Neil,MAA FAX: 508-862-4722 Director of Assessing l ABUTTERS LIST CERTIFICATION December 4, 2018 RE: Adjacent Abutters List For Parcel(s) : 109-038 180 Kettlehole Road West Barnstable, MA 02668 As requested, l hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the l Massachusetts General Laws for the above referenced parcels as they appear I on the most recent tax list with mailing addresses supplied excepting parcel(s) 109-036, 109-038, 109-060, 132-007 with card attached for new mailing address.. i Board of Assessors Town of Barnstable l t i a A 3 r • t • 6 1 • l' 3 • 3 r Proof of Publication ca ate Publi axonD ------------- ZaNng Board'of Appeals ''. •,TawaoiBarglabt ;..; :;•.:::;t:::::..::: .:.� NuticeolPublic'Hearingsun do, .the ZaningOfdinance..'".." .! ecember72 2D18_.alu::=.'.,;:" I Zoning Board ,r„ - ':::>;:N9tice of Pdblia Hearings oudei Ole Zonirfg Ordinance y;?:;=_December 12 2018 ::,:t';:;:::' ';.;1..,, To al(persans lntaresletl In or�ffeUed byfhe ac(IonR of the Zii(drig _;?� Boaid.ot:li".Is,you are haieby notll(ed,'pursuant tq Secligit 11 of :To'all,persons inteiesled;ln ar.:agected.bg�rye aclioris:bf the Zaning i Chapter4QA,-ol fhe.6eneral.La-91 the Commonwealth:of Massa- BoarE'of,Appeafs;yori`are hdreby itofifieA;'pursoanf tc\geiUon 11 of. chusetts,and all ameedments thereto,that a public.heating on;the ) Chapter,40A of the_Genetal Laws of the Commonwealth"of Massa- follo,,In Dypeals will he held an.Wednesday,December-72, 01,8,at .chusetts,'2nB al(amendments:lhereto,.lhat a public..pe4hpf an.lhc lhelime In fated t I r 1ollovrinB'appeafs ailf be held on.Vy!dpesday,Ogce..ber;12;2018;at } he'fi indicated: :,;:'_ n.:;::;: •..:::.:c;.;. :.;>":.; PM,: '. Peal No 2AS, 066;;!: 'Keefe;Tro's :?v:.:::,.s?::;-;:;•�'%:+���'>�?_'>;?:-: '=;'+"'c'�:'•=;.<.:` :.;:!# `7ara M:O'Keefe,Trustee;as lessee;I;a ply(rp.lor,a.Spei(dl.per-( 7 gO,PM `Appeal No.2018 066,;�;,;:-0,KeeJg,Trustee.: ptusoarit to.Section:240- -B(3):;West BartiSlahle:�gage Busi- 7ara M.O'Keefe;Trd'slee;as.lessee,;ls;apptying for,a.Speclal'Perr ness District-Sperlal P,ermil Uses.jhe applicant Is proposing to as-', m(t:puisr)ant to Sectlod�240-2g-D(se:f:;Nlesf'QaihstablexViOage,8tis1-: tablish a personal servie puslness which w(ll include yoga,reik(,tat.' ness District-;Speclal.Permll.Uses:.T.he applicant`(s'pfoposi66 to es-' chi,qul goq&.1h,sale.ol Wall items on the,grst,hDor and an:aaes tablish a'personel service'6pslriesch.- 111 Inilude,ygga;:ielki,'taf sory office use,not open to.the public,do the secord ilaor:= I.tygnihe safeof recall Items:oilJha iirst.gaor and an aces-i property is located at-1106.f1aln.SheeURaule 6A West 8arits:affice'use,'itot open:to:the:poblic,'!on the:seeand;jlpor: i;Iha MA as shown on Assessors M 178 as Parce1013-002. It is l0 1-: 1 property Is toialeG at:1706 1vialn:Sfreel/Rogte,`.BA,.Wast Bamslaple,. ad In the West Barnstable Village Business District(WBVBD)and Ihe'�;r' MA as"shavrg er%1 1.li sor's Map ed to the West.Barnstaple.V gage.Btuiness blstrld 8V80 atid:Ne.�' ResldenlialF(RF1_Zoning lllstricts.ti:- _ 7:01 P(A :Appeal No 2018.06' •::.':.WaquaftGroup,LUC Waquoij Group,LLp.,d/b/a GC18ullilers,are.applyirtg fora:Special' Pormlt msuant to 29 -131.5-.Olrriensional:buik.and other:re ula AypealNo;.2018-067:s., Wa_quoltGr'oup;;LlC :; p g 9 Waquoit.Group,LLC d/D/a GCl Builders,are apptying far a;5pecial'.; tbns. The;appplfoant.ls proposing to coJuirucl;an 6'X12'j,gheE_AOU' Perm(f'Pursuant.to.'246-131.5:-U[menslonal,'bulk,and dlher,iegula-•` and 9.9 feei roZ the:lat,pna..:The prope'rty'is totaled:at 803 South�1 lions the,appOcanl.s;prgposing'to.construcl an:e'X12':afied:10.0. Malri Street;Cehlervlll�„MA:es,3hown.on;Assessor's<Map 185'as .arid S,9.:ee�:{ro Parcel 016-000.'It is located in the Cr.IiWfe BeaehlCemerville:Rivor :.: (. W:fhe;fot l(ge:;.Fbe prupeity is located at8g3.Sauth North B 16-00 ghhprhood.pveil, Zantn Oislricts "'•'::;•;:':;:: (t(f �Maln;Sirget,-Centeiville MA,asshqunyonpssessarsfApp`185,as,1•Pareei Oi6:000.'It Is loraled,fn fhe Craigvlllq QeachlCedterville tat I Nor)h Bank Nelglt¢oflioaa;bverlay Zomnp Districts:•:c`>, w;'. :E?^=::: „ :02_PM: Appeal_No.2018-(168? ::f ieK nle�Boils Mlchae(D McKinley aqd Kendra Bor is have;applled;tpi:a?Special 7 02 PM Appeal No 2078 668 MclOnioy/eorls ,I Permit'purspdnl 1q Section 240 91 H peveloped:Cot<Profgegon,' `zMlchael D,McKfnfey and:Kendra Barls"have appllgd;tor apeciat._ The peglianers are,proposfng to demolish the exisgng:tvro:(2}_bed PerrriJtrsuagl to Seclip6. 4o a H Developed tat Protec8on' iaoX.6,5 qU, !-foot gross floor oleo `single Ira.if y:dvielgng:and (The?p1?gdoners'are proposing to demolisD Ne ewsling tvro.((2)pod-; egnstruot a clew four((4)Bedroom 2140 sgopro,aootgrossMoor:, a raorrr 870 square loot pro;s:flgor area,Angle"lamlly,;dwe0ing.and; azed sip"gle-iamilydivelling;`dn:a:lot tess;lhan'10000 s uare.feet. ) `:.eonstruct anew four�4)tiedrao(n'2tg0,square fpol, toss floor_ Jhe pr6peAji ISlgcaied a1:;>6.¢'Severyth;Avenue,HyanrJ�s MA ire'a r_sing(e fzin}ty:0iveping?;on a lot less:than 70 D00 aqua%fpel shown' Assessors:Map 245 as:Parcg1.071-0ggt ll l�,located`ln,llie; fhe pfoperry is located at,166 Seventh Avenge Hyanpis,'—►f1A-as- Rgsidence B.�RB)Zoningp(sl{lit:- t shdwq.gn Assessors Map 2q5 as parcel Oyf 000 i1Js located in Iho Reside caB RB ZoNn Dis}rlcl.;::.,- , .;. .:: = ?:`. ::; 7:03PM .'A ealNo,:2018-U69 n ( t 9 x PP. <.n 1 st.- s v; ::. ... ��.� �_;> ;_;!-.;:.;,�::R:<`;;5:;_�:: Hendrigo'and:Marcela.Casla:have pet(tfoned;ldr:a.Variaace;,lo:Sec-, 7:03 PM•':A peal Ma 2018_069° = ;Costa 1,,E Ilan 24g-14 E 8elk`jteg111a0ons:z Mlplrgom Side and Real Yard Se[., :NenddgD`ari�Marcela Costa.havA;'peiitipjied fora Variance 9.Sac.: backs 4d ailow the.propose0 s)ngle Fatuity dweli(ng to be cogstructed. 'Tic ?:Bulk Reglitatigris?�Mkymum'Sida ant Rehr Yard:gpt'- hb 20,feet'from the-of line lvhere 7 re'current:zoningregyhement,foi !;backs to e8ow the proposedsmgle fatuity dwelling fq a yggsttqcted Ihetdct Igwhlch it Is iocatedYequlres 15 feet The propprty 1420 feet from`.the tot I(ne.where thegunent ionmg eegmrement for iafed a1;180 Keltlehole Road,West Barnslable;lNA as$hPn';o As I•fhe:dlildctfewhich'it;isa cateQiyQplr@�i5'ieefK`:T.lie;ro e,:Isla-.: sessor's.Map 109as.parcel038liill._isaocated,lrj'lhe;fiesdence,F. catedatl.BU.KeUteljoleRgad,West9arnstabieldAes;shownanAs-:f1 (Rf)ZonirigDis[r)il_ ;:.' '!;;:.r � } '::; sessor's.Mdp 109 as.P6rcei 038 ,It,is)19'cate4;fn.a)(ejResldenoe;F.'` ( =' : %``'` z s,.... ., (liF)Zoning District ?'¢:i=: >:` i: 7:04 PN11's<'l1'pp@aI No.2U18:070;">'';Nta'..ower.Cape Cod,L.LC � z `:} M to"ver.Ca a Cod,LCG Da3: ed'tor a modlticaliob:iif;Special' .. ¢.:�sx y.- I`' _1 P _... aPP _ a.-, 7O4PM',;Ail"peal8fo2018.0j.0;;M3. Ma Pa. a, :Permit No.;1898;31and(Jo;2018Q27:<pprsuantttrSectlod?40r39.. JIr Mayltawer,Cape Cqd LLC has applied fora madl(icahoai'ofSpecfal,: The:Appllcanls ere'proposmg lo;caristruct a ilaw 690 square,tfael, :P.erinit No r1998 31W No 2018 0Z7 puysuant to Seitlon 240.39: ;<Drea plat will be 4til(red for tenants and se.k to recoq[it)u%�=.Ihe''. ;7he;Applicants;ate:,proposing'to donstruct'`a�;d�ew.69Dsquare feet ,cro$syralks;;ADA.parkinp'and Pr 949.;raylSg facade�The,l?ioperly. area plat wet ba ut0aed tar tendpts and seek to rdconbgure the, 1s(ocated.:at 793 fyanrieygh Raad/Raute 132 Nyangl5 MA as shown. %:crosswalkg ADq parkJdg aI'-proposio reyfsed facade 7he property �•.¢n.;A$sese.'s Map'293 as Parcel;24 It I;Ipcalgd in the Buslrlass _'<I;located-at 793 yagnou.'Bh Road/Route`;1$2;Hyannis MA.as shown, B);?II-ay.eustness(HQ)and,ing Shopptne Cg�terQveilay District +oq?gssessors-Map 293 as Parce!`,24 I1:Js Icca�ed Ip the Bpsigess SCROD)ZonIng Distracts �B),H(gghway 9usiness(yB)gndthg Shopping Center OuSr(aY)>lct ' ^i' S; + a..•... 4 .:. These publle 1learing's will beAeld at the Barnstable Town Hall,"367 ` -.Main Street;Hyannis,.MA,tHe'.,'1 -Ro..jq,ated,on lhe;2nd.,floar, 'These pubf(c hearings wl)I Ge held at flia.BarnsfabIa Tovm Hall,367 + Wednesday,'Dacembar 12,2018.:Plans and seplieal'rans may'be.re Mafn Street,Hyagnls,?Mp,;Heannp:Reom;located:agthB 2nd;flaor, ; ,.viewed at.the Zoning Board all ,ats Ogice..PI3nning,and.Develop- Wednesday,:December•42;2018. Plans and appgragarjs;maybe.re j „moot 0eparlment,T.W 0lfices,2,0 Maln,Slreet Hydnn{s,;MA.;:-:'' viewed at the Zoning Board•:ofAppeals OfOce;:plahnfeg and Develop- :8arn'stahlet atriot 'olak<'':•'''` 'Alex Aodis,CIiaU f moot Department,TdivgOfliyes;.2¢O;Ma)n SJrget,Hyahnls;':tttA:::.':>!:'! ;',Na�cP!ber V,and November 3p,201 B?;7aning Board of,ppeals stahlePatrlot = .=r•'Atex:Rbdolakis,'Cha�r ,: a i r l 9 November 2018 Mr. Brian Florence Building Commissioner Town of Barnstable I am writing this letter to you on behalf of Hendrigo Costa who is constructing a home at 180 Kettlehole Road,W Barnstable, MA. While fluent in English he desired help to convey his thoughts. He is seeking relief for a small infringement into the zoning setback. Mr. Costa and his wife and two children are building their first home,an American dream. He hired the Down Cape Engineering firm to properly mark out his new home. The accompanying as-built plan shows that the foundation is encroaching into the side setback leaving a distance of 14.4' instead of the intended 16' and zoning rule of 15'. The neighbor that would be impacted by this has signed an accompanying letter stating that he has no objection to the foundation where sited as it is such a minor change. When excavated the stakes were left in place which Mr.Costa has photos of. The engineering firm stated to Mr.Costa that the house is in the right place and it is the garage that is off. Obviously that cannot be so. My common sense tells me that the surveyor added the dimensions of the house and garage without noting that they did not align on the plan by an amount of 1'. He was therefore working with an incorrect footprint of 68' instead of 69'. The Costas are a starting out family who in order to afford their first home have left the finishing of the master bedroom/bath suite to the future to keep costs in the range they could afford. The engineering firm has not taken responsibility and as such it would be up to the Costas to either hire an attorney or tear down and move the rear wall .6' at their expense. The Costas hope that you would provide relief in this case as they tried to do things properly by hiring an engineering firm which shows that this was not intentional,the amount of encroachment is so small,the affected abutter has no objection to the home where sited and the hardship imposed on the Costas is huge to them. The Costa family hopes that you will provide the relief that they are asking for. Thank you. William Liimatainen,writing on behalf of Hendrigo Costa. ti y� O • -0 w 6 `. To the Barnstable Zoning Board of Appeals: From:_Robert A. Sicard, #164 Kettlehole Road, West Barnstable RE: 180 Kettlehole Road, West Barnstable My new abutting property owners Hendrigo and Marcela Costa at#180 Kettlehole have requested I comment on a variance to the side yard setback they will be requesting. I have no objection to the small setback variance to allow the foundation to remain as constructed on the lot next door to me. Being 14.4'from the line is nearly the required 15.0', and is a very minor change, so we have no objection to the variance. Thank you for considering my opinion on this matter. .; M - � a �n )4# 7 J rr � FlkI.a r FF 777, 04 Aoi " n aY �: ON Aw F. I41.4 t+lOV. -9 t1 .8 3 DIVISION -}"y ROAD C_1�6.93 =283 14.4, M EXISTING FOUNDATION TOF=72.3 cl, r.. -4 MAP 109 PARCEL 38 v Z .tip• �. P " o _. .. _ .. FOUNDATION PLOT PLAN DCE #17-482 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 180 YKETTLEHOLE ROAD,WEST BARNSTABLE, MA SCALE : 1*' = 50' DATE : 10-23-2018 PREPARED FOR: REFERENCE MAP 109 PARCEL 38 IENDRIGO COSTA I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. log y` on soe�sz-asap " rox sae-asz-aeeoFdowrtcapaxao e off- civif engineers land surveyors 939 Maln S&eet (Rfe 6A) YARMOUMPORr MA 02675 DATE REG. LAND SURVEYOR BUILDING DEPT. C � ApplicationNumber........ .. �.......................................... 13= JUL 25 2018 R TOWN 0�=SAF3TABLE Peffiit Fee.......................................Other Fce.................:...... KASIL NS lTotal Fee Paid..................................................................... Permit val byC ...........On. .�. .�.�.� TOWN OF BARNSTABLE � • ... BUILDING PERMIT l �� pal . (C'` . .. Map....................................... ........... APPLICATION Section I — Owner's Information and Project.Location Project Address -Ic e- 1 e-kalA (2-61 Viet 0 2nr o—b( _ Owners Name t -e n j,�i►, g>22 � Owners Legal Address 01 aR c,—1 b% City LbLa-,ri rn /15, State 14 a- ZiP Owners Cell# 5D� ' 9&)39f0(_ . E-mail Ce)"n Section 2—Use of Structure Use Grroup ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single Two Family Dwelling Section 3 -Type of Permit (� New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structare) ❑ Finish.Basement ❑ Family/Amnesty ❑ Fire Alaffi Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other-Specify Section 4 -Work Description TAcrm+dzte&-2191MI9 Application Number.................................................... r Section 5—Detail Cost of Proposed Construction A�5 9 Ob0;00 Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total# Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ® MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage Smoke Detectors [n Plumbing ( Gas ❑ Fire Suppression It Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District [2' Old Kings Highway Debris Disposal Facility: qvw,-1LO'- I amusing a crane ❑ Yes ®'No Section 7—Flood Zone l 1 Flood Zone Designation j Within or adjacent to a wetland, coastal bank? Yes ES No ❑ i J Section 8—Zoning Information . Zoning District Proposed Use O 10 Lot Area Sq.Ft. coo ; Total Frontage ',l •q 3 Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last undated:2/92018 Application Number........................................... Section 9-.Construction Supervisor Name av o���n�v�Telephone Number�s 1��„� � �- Address S'q1 ��l�,�, ��. City MA vA-,)-,N6 MI State Illg Z.ip ObU(IF License NumberCS- 001q) LicenseTypeC Expiration Date 0'7101 Contractors Email �i . o co `�'.V�zJ� Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and�17 of B �Ie�.Attach a copy of your license. Signature 1 Date a 3 �1 Section-10—Home Improvement Contractor Name i ci, W 'Say�4c- Telephone Number 7 7 r���y Address Szt l ��l`w �'. City��r ov3 �''��b is State Zip- 00z, Registration Number / 1 __)0 `[ O Expiration Date I understand my responsibilities under the rules and regulafions for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and a Town of amstable.Attach a copy of your H.I.C... Signature Date Section 11-Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature , Date 9.gc�c� Print Name ,X�\0 `,;,i a�a v\evk Telephone Number 1 ~O 7 3 - q<'56 0 E-mail permit to: W t,�� 1,ok (;b C_4✓u,cu d�', ujCA- T.,..r.....3..a�.i.Itinnnio Section 12—Department Sign-Offs Health Deparhment © Zoning Board Cif required) ❑ Historic District ❑ Site Plan Review Cif required) ❑ x Fire Department " ❑ Conservation ❑ For commercial work,please take your plans directly to the fire deparbnent for approvaL Section 13—Owner's Authorization I, as Owner of the-subject property hereby authorize (,c> to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) �Signature of Owner daze kt-4)L>CL 16 0 C co JA- Print Name Last undated:2J92018 \ �1 ' the The Hanover Insurance Company 1 440 Lincoln Street,Worcester,MA 01653 1 Hanover Citizens Insurance Company of America 1645 West Grand River Avenue:Howell,MI 48843 Insurance Group,. Massachusetts Bay Insurance Company 1440 Lincoln Street,Worcester,MA 01653 STREET PERMIT BOND License No. Bond No. BLND646357 KNOW ALL MEN BY THESE PRESENTS, that we, HENDRIGO COSTA Of: 286 SUDBURY LANE HYANNIS.MA.02601 r as Principal, and KI The Hanover Insurance Company (A New Hampshire Corporation) ❑Massachusetts Bay Insurance Company (A New Hampshire Corporation), as Surety, are held and firmly bound unto TOWN OF BARNSTABLE , as Obligee, in the penal sum of Five Thousand Dollars good and lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators, jointly and severally, firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license to open, occupy, cross by vehicles and obstruct a certain portion of a public sidewalk/berm curbing, street or way in said Town or City of NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued, then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the- full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety- is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the 23rd day of Juty , 2018 HENDRIGO COST Principal By: (Seal) ® THE HANOVER INSURANCE CO ANY z ❑ MAS CHUSETTS B SU NCE COMPANY 1972 B '� kA►,5��?'. JOHN J S R Attorney-in-Fact r Bond Number BLND646357 Y THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations . organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan,(hereinafter individually and collectively the"Company')does hereby constitute and appoint, . . JOHN J MCSHERA Of M.K.Lovelette Ins.,West Yarmouth,MA each individually, if there be more than one named, as its true and lawful attorneys)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United States, any and all surety bonds,recognizances, undertakings,or other surety obligations.The execution of such surety bonds,recognizances,undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company,in their own proper persons.Provided however,that this power of attorney limits the acts of those named herein;and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Street Permit in the amount of: $5,000.00 That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as it acts,to execute and acknowledge for and on its behalf as surety, any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED:That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or Vice President in conjunction with any Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile. (Adopted October 7,1981 —The Hanover Insurance Company;Adopted April 14,1982—Massachusetts Bay Insurance Company;Adopted September 7,2001—Citizens Insurance Company of America) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents,this 30th day of January,2017. The Hanover Insurance Company The Hanover insurance Company Massachusetts Bay Insunance Company Citizens Insurance Com any of America ^" ,rrW�" Massachusetts Bay Insurance Company q, Citizens Insurance Company of America ry C J����c' t D7� John C.Roche,EVP and President James H.KaNN9ecki,Vice President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 30th day of January, 2017 before me came the above named Vice Presidents of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. OIANE J. MARINO Naar Puwe iry n�a iasMp �a+Fwia � Diane J.. ❑ ,•Nm,ry Puhlic My Comnussion E,pin_�March 4.2022 I,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts,this 23rd day of July 2018 CERTIFIED COPY o...� TlJcalorc G.1.larliner,Vice Przsident�'' r lire The Hanover Insurance Company 1 440 Lincoln Street.Worcester,MA 01653 Hanover Citizens Insurance Company of,America 1645 West Grand River Avenue,Howell,MI 48843 a Insurance Group.. Massachusetts Bay Insurance Company 1 440 Lincoln Street,Worcester,MA 01653 CONTINUATION CERTIFICATE Principal: Bond No.: BLND646357 Date: July 23,2018 HENDRIGO COSTA 286 SUDBURY LANE Continuation Term: Street Permit From: July 23,2018 TO: July 23,2019 HYANNIS MA 02601 Obligee: Agent: t TOWN OF BARNSTABLE M.K.Lovelette Ins. 367 MAIN STREET PO Box 836,PO Box 836 HYANNIS MA 02601 West Yarmouth,MA 02673-0836 Bond Amount: $ $5,000.00 Premium:$$100.00 It is hereby agreed that the above referenced captioned numbered Bond issued by The Hanover Insurance Company (hereinafter the "Surety") is continued in force in the above amount for the Continuation Term period of the continued term stated above, and is subject to all the covenants and conditions of said Bond. This Continuation Certificate shall be deemed a part of the original Bond, and not a separate obligation, no matter how long the Bond has been in force or how many premiums are paid for the Bond, unless otherwise provided for by statute or ordinance applicable. 1 Surety's liability under said Bond and for all continuation certificates issued in connection therewith shall not be cumulative and in no event shall the liability of the Suretyexceed the amount as set forth in the Bond or in any .additions, riders,or endorsements properly issued by the Surety as supplements thereto. In witness whereof, the company has caused this instrument to be duly signed, sealed and da ed s of the above "continuation effective date." The Hanoverinsura o pany By: orne n-F cc: 3205267 • P i 1 - e noozurea�C/oa��� L� y ' . License or.lregistration valid-for individual use only " (ii'fic¢.-of Consumer Affairs&Blipess Regulatiou i before the expiration date. If"found Teturn to:. Y ! " rs and Business Regulation p` .4jgstrME'IMPROVEMENT CON.TRA"C�TQ Office of.Consumer Affai ' Regiation:'-k117090' TYPe'. 10 Park Plaza-Suite 5170 l Expiration-! DBA . Boston,MA 02116 WILLIAM LIIMATAINEN-:]-BUILDER(._ i(VILLIA I LIIMATANNV ( r 541"FLINT ST } c.. i� '.,'' Undersecretary Not valid wif hout'signature tUjARSTONS 1VIILLS, M14'02648 , Commonwealth of•Massachusetts Division of Professional Licensure f Board of Building Regulations and Standards Con st\ucton ISiSpervisor -- �, • E�k.pires: 1112912019 CS-001414 ? _ I WILLIAM Lit .ATAINEN ,^ i 541 FLINT STREET ` ►r psi' MARSTONS MILLS.MA`0264>�L'' '1'��Ititi Mail cj K Commissioner Affidavit of Substantial Financial Interest I, �,.\Ak UA^A6..\l G\A of �''�ar��,.n� (��L��3 , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map < a , Parcel 6 3q The address of the property is / Op V<�Ytke_ 2. 1 have d % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is v 17 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 1 4. Within the last twelve months, from today's date, which is ' 3ac� '8 , I have had a 1% or greater legal.or equitable interest in the following properties w ich have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted _� building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted ®. building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted _0 building permit applications for property in which I have a 1% legal or equitable interest. 8'. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this d of v , 200'9 2001-0050/affin 0/LOTTERY/AFFIDAVIT Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority" Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry 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 confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has 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 permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof 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 burn 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 any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.m=.gov/dia The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations IF . 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): l� lp�� `/� �,WIA, y�L 1, VA,. Address: vr- \ VA �a City/State/Zip: Phone#: d� 737 ""���O Are you an employer?Check the appropriate bog: Type of project(required): 1.❑ I am a employer with- 4. ❑ I am a general contractor,and I 6. K New construction employees(full and/or part-time).* have hired the sub-contractors 2.21 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumb' re 3.El I am a homeowner doing all work right of exemption per MGL Plumbing s or additions p myself. [No workers comp. p p 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. (No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of 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 under the pains and allies of p rjury that the information provided above is true and correct . . \ Signafore: l�%� Date: a J l g Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I REScheck Software Version 4.6.5 Compliance Certificate Project Hendrigo Costa Energy Code: 2015 IECC Location: . West Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,901 ft2 Glazing Area 15%, Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 180 Kettlehole Rd W Barnstable, MA 02668 Corn.liance: Passes,using UA trade-off Compliance: 3.6%Better Than Code Maximum UA: 472 Your UA: 455 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. i Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,895 49.0 0.0 0.026 49 Wall 1:Wood Frame, 16" o.c. 1,557 21.0 0.0 0.057 54 Window 1:Wood Frame:Double Pane with Low-E 219 0.300 66 Window 2:Wood Frame:Double Pane with Low-E 226 0.300 68 Window 3:Wood Frame:Double Pane with Low-E 46 0.290 13 Door 1: Glass 35 0.300 11 Door 2:Solid 76 0.330 25 Wall 2:Wood Frame, 16"D.C. 1,854 21.0 0.0 0.057 106 Floor 1:All-Wood jo ist/Truss:Over Unconditioned Space 1,901 30.0 0.0 0.033 63 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 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Hendrigo Costa Report date: 07/22/18 Data filename: C:\Users\Bill\Documents\REScheck\Costa.rck Pagel of 9 CREScheck Software Version 4.6.5 NJ Inspection Checklist Energy Code: 2015 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 & Req.ID 103.1, ;Construction drawings and ❑Complies ; 103.2 :documentation demonstrate ❑Does Not [PR1]1 :energy code compliance for the ;building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable ; ;construction documents. 103.1, :Construction drawings and ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 :energy code compliance for [PR3]1 :lighting and mechanical systems. ❑Not Observable ;Systems serving multiple []Not Applicable ; j :dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: :❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual j or other methods Btu/hr Btu/hr ,❑Not Observable approved by the code official. :❑Not Applicable ; Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hendrigo Costa Report date: 07/22/18 Data filename: C:\Users\Bill\Documents\REScheck\Costa.rck Page 2 of 9 f Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11J2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below grade. ,❑Not Observable ❑Not Applicable ; 403.9 Snow-and ice-melting system controls;❑Complies ; [FO12]2. installed. :❑Does Not I �}1 ,❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �I I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) • 3 Low Impact(Tier 3) Project Title: Hendrigo Costa Report date: 07/22/18 Data filename: C:\Users\Bill\Documents\REScheck\Costa.rck Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 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 •;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or :taken from the default table. ❑Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not instructions. [-]Not Observable ; ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable ;400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 insulated>= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ R-6 where <3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for ,diameter>= 3 inches and R-4.2 for<3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not []Not Observable ' _ ❑Not Applicable 403.4 HVAC piping conveying fluids R- ; R- ;❑Complies ; [FR17]2 above 105 QF or chilled fluids ;❑Does Not below 55 QF are insulated to>_R- 1 3 ; ; ;❑Not Observable ; ❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not []Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 >R-3. ;❑Does Not 19 ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ; [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hendrigo Costa Report date: 07/22/18 Data filename: C:\Users\Bill\Documents\REScheck\Costa.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hendrigo Costa Report date: 07/22/18 Data filename: C:\Users\Bill\Documents\REScheck\Costa.rck Page 5 of 9 Section Plans Verified -Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & RegAD ; 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. []Not Observable []Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 Wood :❑ Wood ;❑Does Not ;table for values. [IN1)1 j Steel ;❑ Steel � ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the underside of the subfloor,or floor ❑Not Observable :framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value.If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least Y2 of the Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 :,wall insulation on the wall ;❑ Mass ;❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable , 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Do Not ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12.1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Hendrigo Costa Report date: 07/22/18 Data filename: C:\Users\Bill\Documents\REScheck\Costa.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ;❑ Steel Steel ;QNot Observable 402.2.6 [FI1]1 ; :❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :,Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ; ❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ; [FI3]1 :insulation>_R-value of the :❑ Does Not , adjacent assembly. QNot Observable , ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable :❑Not Applicable 403.3.4 :,Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;QNot Observable ' handler @ 25 Pa. For rough-in :tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ; [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total ; leakage measured with a ,❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ;w.g.across the system including ; ;the manufacturer's air handler ; enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design air flow. []Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable ; 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. []Does Not QNot Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. QNot Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hendrigo Costa Report date: 07/22/18 Data filename: C:\Users\Bill\Documents\REScheck\Costa.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies (FI25]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable ; 403.2 Hot water boilers supplying heat — : ❑Complies [FI2612 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable ; syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ; [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable ; water supply pipe have a demand recirculation water system.Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1044F. ; 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. 404.1 ;75%of lamps in permanent ❑Complies [F16]1 fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage []Not Observable lighting. ❑Not Applicable ; 404.1.1 Fuel gas lighting systems have ❑Complies (FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hendrigo Costa Report date: 07/22/18 Data filename: C:\Users\Bill\Documents\REScheck\Costa.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies [FI7]2 []Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hendrigo Costa Report date: 07/22/18 Data filename: C:\Users\Bill\Documents\REScheck\Costa.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor7�A Window 0.30 Door 0.33 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments - J - TOP FOUND. EL. 72.5 NOTES C, 1. DATUM IS NAVD 88 � o� LEGEND *THE INSTALLER SHALL VERIFY THE 2. MUNICIPAL WATER IS NOT AVAILABLE. 99- EXISTING CONTOUR LOCATIONS OF ALL UTILITIES AND ALL �o��s BUILDING SEWER OUTLETS AND SYSTEM PROFILE ALL SYSTEM COMPONENTS .SHALL BE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT: MARKED WITH MAGNETIC TAPE OR X 99 EXIST. SPOT ELEV. °^ COMPARABLE MEANS FOR FUTURE LOCATION. ELEVATIONS PRIOR TO INSTALLING ANY 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS PROVIDE MIN. 20 DIAM. WATERTIGHT {NOT TO ;;GALE) 50 _ TO BE AASHO H-LQ - 99 - PROPOSED CONTOUR PORTION OF SEPTIC SYSTEM ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3' GRADE 0�o t eoa o [ ] o ?_" PEASTONE OR GEOT XTI E E L FILTER FABRIC OVER STONE 5. PIPE JOINTS TO BE MADE WATERTIGHT. yet 198.41 PROPOSED SPOT EL. 64.7 f z r eeQ 63.4' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 61.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH TH1 TEST HOLE ! WALL BLOCKS OR 310 CMR 15.000 (TITLE 5.) o, �o� Ond I PRECAST JO THICKNESS MIN. �� Iovr � , 7 THIS IS I L I OR PROPOSED WORK ONLY AND NOT TO RI SERS T 3 , PRECAST. RISERS Y W 22%� SLOPE OF GROUND i ,;�..: 2' rl 0 { 61 .4 4"�SCH40 PVC MORTAR ALL H-10 BE USED FOR LOT LINE STAKING OR ANY OTHER poGr sheet Sheet l PIPES LEVEL 1ST 2' COMPONENTS INV S EL. 59.0 4' , 62"MMIN.S NMP DIM. 4 (TYP.) PURPOSE. P 61 00Ple UTILITY POLE _ �ENDS SIDES 59.83 1 o E FOR SEPTIC SYSTEM H. 40 PVC. 61 .14 1a 000°°°°° °' ° °°°° 0 8 PIP SYS TO SC 4" P C FIRE HYDRANT 60.34 TEE 1500 GAL H-10 TEE - ° ° ° 0�®m ®®�� ��®� DOD '00000000 SEPTIC TANK 60.09 °°° ° ° ��®®®�0��®® ®0�0M�MM®®� ;°°°°°°°° 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED yYp °o°o°o°o°o° o 0 0 0 0 0 0 ° SYMBOLS MAY APPEAR IN DRAWING 4' LIQ. LEVEL GAS BAFFLE ::• °00000000000, WATERTEST D'BOX O o0000000 ��p�p�p ap®®®®®�� ��®®®®�®�®0 00000°o,o NOTE: NOT ALL sYM ACME oR EauAL '- FOR LEVELNESS N og0000°o ®®®®®®I��E2O� P=1=MMME3 : °° WITHOUT INSPECTION BY BOARD OF HEALTH AND 59.24' 59.08' °°°°°°° °°°°°°° 57.0 PERMISSION OBTAINED FROM BOARD OF HEALTH. o°°°°°o° °o°°°o°'o 10. CONTRACTOR SHALL. BE RESPONSIBLE FOR CALLING °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° LOCUS MAP ° ° ° ° ° ° ° ° H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. DIGSAFE (1-888-344-7233) AND VERIFYING THE / °°°°°°°^°°°'°° °°°O°O°O°°°O°"° 3/4'-1-1/2 DOUBLE WASHED STONE 4' MIN. LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES (3) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES PRIOR TO COMMENCEMENT OF WORK. EXI 'CING } _ 6" (CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' SCALE 1"=2000't BU DING COMPACTION. 15.221 2 0 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ( [ ]) L E ASSESSORS MAP 109 PARCEL 38 REMOVED BENEATH AND 5' AROUND THE PROPOSED • �\ _ .. _., LEACHING FACILITY. - _ I LOCUS IS WITHIN FEMA FL(OOD ZONE X \\ 8 5 AREA OF MINIMAL FLOOD HAZARD AS ( % SLOPE) ( % SLOPE) ( 1 SLOPE) SHOWN ON COMMUNITY PANEL #25001C0534J `� 52.0' BOTTOM TH-4 NO GROUNDWATER FOUND j o' 10' SEPTIC TANK 17' D' BOX 10' LEACHING DATED 7/16/2014 FOUNDATION- FACILITY ZONING SUMMARY SYSTEM DESIGN. ZONING DISTRICT: RF RESIDENTIAL DISTRICT GARBAGE DISPOSER IS NOT ALLOWED MIN. LOT SIZE 43,560 S.F. NN MIN. LOT FRON AGE 150' ELEC TEL / '-`� DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD MIN, FRONT SETBACK 30� R ER USE A 440 GPD DESIGN FLOW MIN. SIDE SETBACK 15 MIN. REAR SETBACK 15' SEPTIC TANK: 440 GPD (2) 880 MAX. BUILDING HEIGHT 30' / USE 1500 GAL. SEPTIC TANK • LEACHING: �° TEST HOLE LOGS TEST HOLE LOGS SIDES: 2 (33.5 + 12.8) 2 (.74) = 137 GPD I j BOTTOM 33.5 x 12:8` (.74 317 GPD ENGINEER: ARNE OJALA PE, PLS ENGINEER: DANIEL E. GONSALVES, SE #13587 TOTAL: 614 S.F. 454 GPD I WITNESS. JERRY DUNNING WITNESS: DONALD DESMARAIS RS I USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) DATE: 7-23-1998 DATE:- WI1 -19-I2018 TH 4' STONE ALL AROUND < 2 MIN/INCH < 2 PERC. RATE = PERC. RATE = MIN/INCH C TH k / �' PRO DE 6 OF 40 MI LINER AT 5' i 9199 I 15576 I i rn OFF AS AREA OWN. TO AT CLASS SOILS P# CLASS SOILS P# ELE 59. ', BO T AT EL. 5 .8'f I I [7s 3] T 3 - FIL ELEV. ELEV. ELEV. i ELEV .- _ _ -_ - _ - 2 -- _ . I H4 , ., SL LS LS �0 1 ( 6„ 10YR 4/6 SL 7„ 10YR 4/ 6' 10YR 4/2 n 0 o I O B 10YR 4/6 B B 8„ N ,INS \\✓ a I �O`•• lJ, LS LS LS \ 'p J `\ 43> �F` 2.5Y 6/6 B 10YR 5/61 10YR 5/6 61 .5 \ ✓ '��,�,'� 36" 67 LS 36" 61 ' 30" ' i 36. 67 b� co O \: F\ G 1 PERC 0 FS f72� 2 O ( o !yam o FS C C 1 rn - - � 66" 2.5Y 7/4 64.5' / -- � 2.5Y 7 4 t c � [71.2 PROPOS O O � N�„ � � �_ ` �•�' 60" 64 FS FS 2 .� DWELLIING 3 TOP OF NDN ti PERC C2 3.0 /� EL. 72.5 ^� \ \ ' i, LOAMY C2 2.5Y 7/ 2.5Y 7/4 /r r72.0 TH D K 5' RE VAL OF NSUI BLE SO RE UIRED �,`, \ j ) AR D PE IM R OF LEACHI FA LITY, �, COARSE SAND LOAMY v i OWN TO S ITA LE SOI LAYER. EP ACE ` :` COARSE SAND �N Q / TH LEA ME SAND, TO ME / 5Y 5 4 COVE D SPEC ICA ONS F 310 CMR 15. 55( \ » 2.5Y 5 4 2 / r GARAGE D C 156 57 132 69 144" 52 144 52 i rlr LOT 23 �. :� ' NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED js 49,000± S.F. �. I 1 0 •• \ o SATE PLAN OF PRIMARYL � . �O ELEC P BENCHMARK / '-�... _ 180 KETTLEH LE ROAD MAG SET \ WEST BAPNSTABLE EL. .1' PROPOSED \ \ MA PREPARED FOR ; 4 3 r HENDRIGI COSTA / DATE: MARCIH 14, 20,18 LOT 2 2 '-"/ JScale: 1"= 20' V �'Hx�..--.-FM��� 0 �ho 20 30 40 SO FEET % �� �SSp mac; 4 / / .�� DA.iJIEI._F�. OIJAILA In, E (STING ECT/I/� c� CIVIL v Iro \ l� off 508-362-4541 OUSE W�� No.46502 ' fox 508RADI -362-9880 (ls °^ �Cisre�� r �" l � r downco e.com ° down cape engineering inc. EXISTING ����� , neerS land sucivil weyors f WELL `1`(-l� �---- / DATE DANIEL A. OJALA, P.E., P:L.S. 939 Main Street ( Rte 6A) I YARMOUTHPORT MA 02675 1' DCE # 17-482 -- --------------------- - I i I i i _ AS NA4 T ROOFING P L I I — � I - I o _ ----LLI'rt ;I1iLI,LL,IiIt I . ' n 0 12 1 T O oD ..C x o oo o ,m I 1 _ JNNu0u , T N R O __i• ,,. — - JNZOcUUOp — JFNzO OUU — LL�jj 12 I1/>2 X 612 SIDING _I 0�4 � IN Y . IX4 CASING Zr oeN l P1X /1X6 BRDS. FRONT 12 1 P1X /iX3 4KE BRDS 'P 1XS SOFFIT isS HALT ROOFING 1'(5 FREIZE/BED MLD ING. 1X4 CAS 12 12 111HIM111111111111111111111 121 11 11 1 11 11 1 110 1 /2X6 SI INC IXrc TOP CASING X6 TOP CASING ❑ 9 i ❑ 8 -El EIFIF EF-1 777 _ — • , ,. G --- - — — ' \ Ban' s ta b# i .e B 1 d T1 , iX5/1X6 SUB FLOOR ovedApp,j�IJCNR BRDSlul Pernit III-1 FETT—FT-T RETAINING WALL LEFT ELEV 14 -6 1l 61 8UILDER JO BADDRESS DESIGN! DATE REVISION DRAWN Bl' PAGE SCALE 0cosrARESIDENCE PROPOSED D =0UR DR00 " W/43. 1 � 0F 1/4 I 2 3. .. De pS . b _ �9180 K TT HO 04D RGARAGE M� LU CU PURCHASE OF LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITHALL l2) EXACT SIZE AND REINFORCEMENTNT OF ALL CONCRETEFOOTINGS (3) ALL FOOTINGS SHALL SE_OW FROSTLINE VERIFY DEPTH. LOCAL BUILDING CODESAN ORDINANCES,JB DESIGNS NS MAY NOT HELD RESPONSIBLE MUST DETERMINED BY II CONDITIONS ANDACCEPt ACCEPTABLE l4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN tSIZE P.O 60X?BS; WEST BARNStA5LEiMA. ZFOR SITE CONDITIONS o fo THE USE OF THESEDR DRAWINGS INC CONSTRUCTION. PRACTICES O CONSTRUCTION.ION VERIFY ENGINEER. WITH ENGINEER AND BUILDING OFFICIALS. UFB T B R N8r4BLE MA. 02665 OBJ_4 94— M F-- 7A 9✓34��� IFTI IiII I Ii I ,IIII iIIiI i - - ASPHALT R ROOFING _ 12 I _ I I I _ _ f I m i I L I 1/2X6 S1 I1NCx t I> D 12 — 12 12 r—IYP, IX4`CASINGz f IL cp O (L X 0 0 (L i I 1'P 1X5/1X6 I GN S. - R BRD 0 0 0 __o 0 0 tY . 4X6 0. m O P OLi O O E I D D O : D D D O Q D DUL X I L===j 0 0 0 i REAR I E 12 + — — — 6 — ' AS HAT ROOFING P L R 12 12 1/2Xro SIDING TlP. lX&/lX3 YF . 1XB� SOFFIT I 12 I 1X5 RE.XE BED LD F I / M G. AKE BRDS. 4 _ - I ( YP CASI NG IN N i _ O � c i _ I I I _ X : } T1'P ro. 1X51IX I GNR BRD , . . D O . . 1 r . D 0 a e w I RIGHT ELEVATION 2 _0I. 1 - m -6 4- 6 40 14 -O II BUILDER JOB ADDRESS ESSDESIGN AT REVISION DRAWN DATE RE N DR N Y A B PAGE SCAL E ' COSTA RESIDENCE PROPOSED OUR3D R 0 0 " � • CD I _ o jc:)ea/ J f 14I1 2 3 4 1 a e 10 11 a180, G tt �0 ROAD TWO VAR GARAGE� H ` E (I) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 72) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FfiOSrLINE VERIFY DE P TH. 13 14 15 W Loca L L BUILDING NCa COD ES DESA AND ORDINANCES, J DESIGNS 7 E B DE CxN MAY NO BE HELD RES ONSI E MUST DETERMINED Y LOCAL SOIL CONDITIONS aN P BL BE DE ER ED B L LD ACCEPTABLE l4 EP BLE ) VERIFY STRUCTURAL ELEMENTS FOR DESIGN-B SIZE PO BOX 285' r.08J 494 4 ` O o s1r - 9�3 R E CONDITIONS OR FO tH R E USE OF THESE DRAWINGS DURING CONSTRUCTION. F D D R R ON PRACTICES O CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. lllltH LOCAL � BT ,4 N8T.4 WEST A 1�IS�'A 1�AiR L AL ENGINEER AND BUILDING OFrICIALS, E 8 R BLE MA. O?6Se Z I i -- ......... --- _ _— —_ --- — 1 SriAIRS P 1- 1 1 , , w 1 I - - - - - 11- - - - - 1 I I I , i I 1 COVE RED t 1 DECK A I E DE 8 OY I OPEN i E --- ------ - 1-- ,.." ,•:. :: 1. I .. DE CK ,4T I lA ERA L --- ,4 OV A 8 E UPLIFT CI 1° ` ANCH OR O T A 8 !_ AN D I : 3X I. 3 X1/4 14. :.1 1 PL TE WASHER 34 16 O O 2 X 1 1 P PLATE SI-1 {�I , L E f:. ll 11 II E R I I M IN H _ _ E �P14CINiz' 6 O _9O 1110 � 2 104 5S i t 1 oc. 1 7 1 .'..: , 1 GARAGE 0 1 : 1 ) R CxE SPACING : ` :'.::: D I I N. 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