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0038 WEAVER ROAD
'� 'i2•a i"�j� ,(fit Y y r r ,i rl 4.. " r o o C i u 0 NOV/21/2019/THU 02:58 PM COMM Water Dept FAX No. 5084283508 P. 001/001 CEN_TERVMLE-OSTERViLLE-MARSTONS MUIS x WATER DEPARTMENT TOSy PO Box 369-1138 MAIN STREET OSTERVII,LE,MA 02655 WWW-COMMWATRH-COM tots Nov 21 Pik 2S OFFICE OF BOARIA OF WATER COMMISSIONERS WATER SVFEItI.IVTENAENT �r�� Tel 508�428-6691 3 10N vurAr15R; m Fx 508-428-3508 ' DEPT. m �M November 21, 2019 Town of Barnstable Building Division Via Fax-508-790-6230 RE: 38 Weaver Rd Centerville Acct: 2231 To Whom It May Concern: On Thursday, November 21, 2019 the water service was disconnected at the curb stop for the property mentioned above, It.is our understanding that the owner plans to demolish the house, re-build and will install a new water service at a later.date. If you have any questions regarding this do not hesitate to contact our office Monday through Friday, 8:OO,A,M until 4:30PM at 508-428-6691. Sint ely, I Glenn Snell, Asst. Superintendent Centerville-Osterville-Marstons Mills 'Water Department GES/cvb �� .� Selo Town of Barnstable Building sPost:This Card So That it is Visible From the Street=Approved'Plans Must be Retained ors Job and this Card,IVlust be Kept ' ' Posted�Until'Final Inspection Has Been Made . � � `\� IM Permit � ;' Wher`e a¢Cectificate'of Occupancy is Requir'ed,�such Building shall Not be Occupied=:until a Final Inspection has been made: Permit No. B-19-3742 Applicant Name: Approvals Date Issued: 01/23/2020 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 07/23/2020 Foundation: Teardown Map/Lot: 207-084 Zoning District: RC Sheathing: Location: 38 WEAVER ROAD,CENTERVILLE Contractor Name; Framing: 1 Owner on Record: KHS MANAGEMENT LLC&SAT KAIVAL,ILLC Contractor License. 2 Address: 405 WALTHAM STREET -- �, Est. Project Cost: $225,000.00 Chimney: LEXINGTON, MA 02421-7934 Permit Fee: $ 1,272.50 Description: BUILD A NEW 3 BEDROOM HOME WITH 2 CAR GARAGEAND WALK Fee Paid:i'= $ 1,272.50 Insulation: P OUT BASEMENT 9 Date: ' 1/23/2020 Final 9 Project Review Req: 2X10 FLOOR JOISTS SPANNING 16 FEETI MAXIMUM OF 12 � . -INCHES ON CENTER.TWO SMOKE DETECTORS REQUIRED IN,, G ' ' Plumbing/Gas BASEMENT BASED ON SQUARE FOOTAGE. , 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 aftiE iissuance. All work authorized by this permit shall conform to the approved application a'nd 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 in compliance with the local zoning by-laws and codes. g This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspOcti 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 6`ffiaals a e 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: 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: Town of Barnstable _ Building s Post T s Card So�That rt is Visible;From;fhe�5treet-ApprovedPlans.Must be Retained on Job aridthis>Card Mus be=Kept l "ntil�Final Inspection Has Been Made sbs~ Poste, � m Permit Certificateof Occupancy'isJ,RegUired,such Building shall Not be Octupied�until a�Final Inspection has been made. - Permit No. B-19-3741 Applicant Name: KHS MANAGEMENT, LLC&SAT KAIVAL, LLC& Approvals Date Issued: 01/21/2020 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 07/21/2020 Foundation: Location: 38 WEAVER ROAD,CENTERVILLE Map/Lot: 207-084 Zoning District: RC Sheathing: Owner on Record: KHS MANAGEMENT, LLC&SAT KAIVAL, LLC Contractor Name: Framing: 1 Address: 405 WALTHAM STREET Contractor License: 2 LEXINGTON, MA 02421-7934 qo. Est. Project Cost: $5,000.00 Chimney: Description: tear down existing home Permit Fee: $ 125.00 Insulation: Fee Paid:" $ 125.00 Project Review Req: Final: Date: , 1/21/2020 Plumbing/Gas o g �- R u h Plumbing: y p y Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized b this permit is commenced withinsix months aftertissuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for'which this permit has beengranted. 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. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire!-0fficials are provided on th s'permit. Minimum of Five Call Inspections Required for All Construction Work: •. Service: 1.Foundation or Footing r" 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: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 1'THE _ s� ba -47 —/? —37 Applidcatiotnber............................►/� �-(J KAS& Permit Fee.......................................Other Fee,....................... i639. Total Fee Paid............. ....................................... �Z3`z� TOWN OF BARNSTABLE - Permit Approval by.:. On.. ................. U BUILDING PERMIT 0D Map........................................Parcel................. ................. APPLICATION Section 1 - Owner's Information and Project Location Project Address 345 W V&A-, Village celilrclullue— Owners Name 69-7-CA1112V SCANNED- JAN 3`0 2020. Owners Legal Address d K Myq 026-?A City Ceir 7-e-A V I c t. .P- State Zip 0-Z� '2--- Owners Cell# 7 E-mail am C,45-m ye-1 Section 2 —Use of Structure Use Group_ E] Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet Single Two family Dwe'lling Section 3.—Type of Permit New Construction ❑ Move/Relocate F] Accessory Structure ❑ Change of use Demo/(entire structure) El Finish Basement El Yamily/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall El Solar El Renovation ❑ Pool ❑ Insulation 10 Other—Spec Section 4 - Work Description GI) )9 , lye v,,/ M) 22/022 e,-' gY9-cZ-1h e/V 7— ,-A.+.A- 1 1/1 IC MA 1 Q Application Number..................... Section 5—Detail Cost of Proposed Construction �r 6 Square Footage of Project , 0-0— Gen � 7Os ,0 Age of Struct yydre - Dig Safe Number 1 N� # Of Bedrooms Existing N Total.#Of Bedrooms (proposed) 3 110 MPH Wind Zone Compliance Method MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics rWiring ❑ Oil Tank Storage Smoke Detectors 6' Plumbing [�Gas .❑.Fire Suppression i 1 Heating System ❑ Masonry Chimney V ' ❑ Add/relocate bedroom Water Supply Public Private al Won Site Municipal Sewage Disposal ❑ p Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes No - 1 Section 7—Flood Zone h. Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8 Zoning Information Zoning District Proposed Use W I-De c-&-- Lot Area Sq. Ft. s Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) e A Setbacks Fronff and Required ' o Proposed Rear Yard Required Proposed _ Side Yard Required /® Proposed ' Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 J Application Number............................................ Section' 9- Construction Supervisor 4 , f / Name1 �`, & �tl Telephone Number" ZZ� l�b Address Q 4 0. ... .Y/ City C?-NT•Cbt 0it[ e State I• Zip ©76 3 Z License Number C S o/S�/38 License Types+�Peow/SarL Expiration Date _ �s_ c2e 2-1 Contractors Email Cod c,#S N e-% Cell # OF " 2-7 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: Telephone Number S &- Cell or Work Number qe_L. 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 require 780 CMR and the own of Barnstable. z Signature Date APPLICANT SIGNATURE Signature Date Print Name 0//14 Telephone Number E-mail permit to: Gar Cy/ ( �' G���� Grp i m /V&,7- Last undated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑9 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 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: z (Address of j ob) Signature of Owner date Print.Name r i k ` 9 Last updated: 11/15/2018 Boise cascade Triple 1-3/4"x 24"VERSA-LAM®2.0 3100 SP FB01(1)(Floor Beam) BC CALC®Member Report Dry 11 span I No cant. November 18,2019 09:12:16 Build 7295 Job name: Patchin Residence File name: Address: 35 Weaver Road Description: City,State,Zip: Centerville,MA,02632 Specifier: Brendon Ervin Builder: Botello Designer: Spencer Lockhart Code reports: ESR-1040 Company: Boise Cascade z 3 1 0 :. 0 L L B1 22-00-00 62 Total Horizontal Product Length=22-05-08 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live B1,5-1/2" 4099/0 5407/0 4099/0 B2,5-1/2- 4099/0 5407/0 4099/0 Load Summary Live Dead snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf.Lin.(lb/ft) L 00-00-00 22-05-08 Top 36 00-00-00 1 2nd Unf.Area(lb/ftz) L 00-00-00 22-05-08 Top 30 15 12-02-00 2 Wall Unf.Lin.(lb/ft) L 00-00-00 22-05-08 Top 80 n\a 3 Roof Unf.Area(lb/ft2) L 00-00-00 22-05-08 Top 15 30 12-02-00 Controls Summary Value %Allowable Duration case Location Pos.Moment 60382 ft-Ibs 43.6% 115% 3 11-02-12 End Shear 9025 Ibs 32.8% 115% 3 02-05-08 .Total Load Deflection U616(0.422") 38.9% n\a 3 11-02-12 Live Load Deflection U1158(0.224") 31.1% n\a 6 11-02-12 Max Defl. 0.422" 42.2% n\a 3 11-02-12 Span/Depth 10.8 Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Minimum bearing length for B1 is 2-15/16". Minimum bearing length for B2 is 2-15/16". Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Connection Diagram: Full Length of Member b d. a c. . e Page 3 of 4 Boise Cascade r p Tri le 1-3/4"x 24"VERSA-LAM@ 2.0 3100 SP P�ASS�b` FB01(1)(Floor Beam) BC CALC®Member Report Dry 11 span I No cant. November 18,2019 09:12:16 Build 7295 Job name: Patchin Residence File name: Address: 35 Weaver Road Description: City,State,Zip: Centerville,MA,02632 Specifier. Brendon Ervin Builder: Botello Designer: Spencer Lockhart Code reports: ESR-1040 Company: Boise Cascade Connection Diagram: Full Length of Member a minimum=1-1/2" c=10-1/2" b minimum=4" d=24" e minimum=1" Install screws with screw heads in the loaded ply. Connectors are:SDS 1/4 x 3-1/2 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM-,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 4 of 4 Boise Cascade Quadruple 1-3/4"x 20"VERSA-LAM®2.0 3100 SP PAS.SEI FB07 (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. November 18,2019 09:12:16 Build 7295 Job name: Patchin Residence File name: Address: 35 Weaver Road Description: City,State,Zip: Centerville,MA,02632 Specifier: Brendon Ervin Builder: Botello Designer: Spencer Lockhart Code reports: ESR-1040 Company: Boise Cascade z 3 t 0 B1 22-00-00 B2 Total Horizontal Product Length=22-05-06 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live B1,5-1/2" 4099/0 5452/0 4099/0 B2,5-1/2" 4099/0. 5452/0 4099/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf.Lin.(lb/ft) L 00-00-00 22-05-08 Top 41 00-00-00 1 2nd Unf.Area(lb/ft2) L 00-00-00 22-05-08 Top 30 15 12-02-00 2 Wall Unf.Lin.(lb/ft) L 00-00-00 22-05-08 Top 80 n\a 3 Roof Unf.Area(lb/ftz) L 00-00-00 22-05-08 Top 15 30 12-02-00 Controls Summary Value %Allowable Duration case Location Pos.Moment 60619 ft-Ibs 46.3% 115% 3 11-02-12 End Shear 9405 Ibs 30.7% 115% 3 02-01-08 Total Load Deflection U474(0.549") 50.7% n\a 3 11-02-12 Live Load Deflection U894(0.291") 40.3% n\a 6 11-02-12 Max Defl. 0.549" 54.9% n\a 3 11-02-12 Span/Depth 13.0 Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Minimum bearing length for B1 is 2-3/16". Minimum bearing length for B2 is 2-3/16". Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Connection Diagram: Full Length of Member a L a. �' ♦ s C . Page 1 of 4 Boise Cascade Quadruple 1-3/4"x 20"VERSA-LAM®2.0 3100 SP l�AS$iEEDi FB01 (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. November 18,2019 09:12:16 Build 7295 Job name: Patchin Residence File name: Address: 35 Weaver Road Description: City,State,Zip: Centerville,MA,02632 Specifier: Brandon Ervin Builder: Botello Designer: Spencer Lockhart Code reports: ESR-1040 Company: Boise Cascade Connection Diagram: Full Length of Member a minimum=1-1/2" c=8-1/2" b minimum=4" d=24" e minimum=1" Install screws from both sides,staggering screws by half of the spacing to avoid splitting. Connectors are:SDS 1/4 x 6 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 4 r 0 Liberty BUILDING DEPT. Mutual® ,IAN 0 3 NZO SURETY �99030280 LICENSE OR PERMIT BOND TOWN OF BARNft* KNOW ALL BY THESE PRESENTS,That we,Donald Patchin as Principal,of 70 Cape Dr.,Unit 9D , (Street and Number) Mashpee , Massachusetts and the The Ohio Casualty Insurance Company , (City) (State) New Hampshire corporation, as Surety,are held and firmly bound unto Town of Barnstable (State) as Obligee, at 200 Main Street,Hyannis, MA 02601 , in the sum of Six Hundred Forty-four Dollars And Eighty-four Cents ($644.84 )for which sum,well and truly to be paid,we bind ourselves,our heirs,executors, administrators, successors and assigns,jointly and severally,firmly by these presents. Sealed with our seals, and dated this 30th day of December , 2019 THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has been or is about to be granted a license or permit to do business as Street Opening/Right of Way for the work to be performed at/for: 38 Weaver Rd.,Centerville,MA- 161.21 ft. frontage by the Obligee. NOW, THEREFORE, if the Principal well and truly comply with applicable local ordinances, and conduct business in conformity therewith,then this obligation to be void; otherwise to remain in full force and effect. PROVIDED,HOWEVER: 1. This bond shall continue in force: ® Until 30th day of December ,2020 ,or until the date of expiration of any Continuation Certificate executed by the Surety OR ❑ Until canceled as herein provided. 2. This bond may be canceled by the Surety by the sending of notice in writing to the Obligee,stating when,not less than thirty days thereafter, liability hereunder shall terminate as to subsequent acts or omissions of the Principal. Donald Patchin BUILDING DEPT. JAN 0 3 2020 By TOWN OF BARNSTARLF Principal yJQ`oav S& The Ohio Casualty Insurance Company ITT o y1919 � o I A, M y° �hA�PSaa3 BY Timothy A. Mikolajewski Attorney-in-Fact Liberty Mutual Surety Claims•P.O.Box 34526,Seattle,WA 98124.Phone:206-473-6210.Fax:866-548-6837 LMS-20989e 03/19 Email:HOSCL@libertymutual.com•www.LibertyMutualSuretyClaims.com Liberty Liberty Mutual Surety:National Bond Center Mutu-7 350 E.96t Street ® Indianapolis,IN 46240 SURETY (888)844-2663 Fax:(866)547-4883 SURETY BOND PACKAGE Thank you for choosing Liberty Mutual Surety for your bonding business. The enclosed package is a complete set of bond documents. Please file the documents in this bond package that are required by the Obligee. Some documents may not need to be filed. Please verify the accuracy of all documents thoroughly. For immediate changes or corrections,please contact your Liberty Mutual Surety office listed above. Use the following checklist to ensure the documents are properly signed and distributed. ❑ The principal must sign the bond as the name is printed on the bond form. If the principal is a company,any officer of the company may sign the bond. ❑ This bond has been digitally signed on behalf of the Surety.An Attorney-in-fact signature is not required. ❑ A Power of Attorney form is included in the bond package. This form should be attached to the bond and filed with the obligee. eBonding Cover Page 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. Liberty Mutual® The Ohio Casualty Insurance Company SURETY POWER OF ATTORNEY Principal:Donald Patchin Agency Name:THE HILB GROUP OF NEW ENGLAND,LLC Bond Number:999030280 Obligee:Town of Barnstable Bond Amount:($644.84 )Six Hundred Forty-four Dollars And Eighty-four Cents KNOW ALL PERSONS BY THESE PRESENTS:that The Ohio Casualty Insurance Company,a corporation duly organized under the laws of the State of New Hampshire(herein collectively called the"Company"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint Timothy A.Mikolajewski in the city and state of Seattle,WA, each individually if there be more than one named,its true and lawful attomey-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Company in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of the Company has been affixed thereto this 26th day of September,2016. P-,SY INS& The Ohio Casualty Insurance Company 0J c°a°0�1�2 > cN O 1919 0 // N N SO yft MPgaada� By: C David M.Carey,Assistant Secretary c � - STATE OF PENNSYLVANIAcu > COUNTY OF MONTGOMERY ss cu L (D On this 26th day of September, 2016, before me personally appeared David M. Carey,who acknowledged himself to be the Assistant Secretary of The Ohio Casualty Insurance_0 o Fo Company and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as dulycc rn tv > authorized officer. U LV aid (D C — IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. ` CZ CU N PA M O >— Q�� NvWV COMMONWEALTH OF PENNSYLVANIA Q w O ti�u°a i y Notarial Seal O� OF Teresa Pastella,Notary Public a)C ca Upper MerionTwp.,Montgomery County By: �: E My Commission Expires March 28,2021 O r0} vP Teresa Pastella,Notary Public a o gr`tY Member,Pennsylvania Association of Notaries N O O•_S This Power of Attorney is made and executed pursuant to and by authority of the following By-law and Authorizations of The Ohio Casualty Insurance Company,which is now in full force 0 3 E ai and effect reading as follows: ARTICLE IV-OFFICERS:Section 12.Power of Attorney. >o Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the am v y (D President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety w°No o � any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall E M Z U have full power to bind the Corporation by their signature and executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any c 00 power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by c0i Ct the officer or officers granting such power or authority. o�Q Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attomeys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature or electronic signatures of any assistant secretary of the Company or facsimile or mechanically reproduced or electronic seal of the Company,wherever appearing upon a certified copy of any power of attorney or bond issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,of The Ohio Casualty Insurance Company do hereby certify that this power of attorney executed by said Company is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Company this 30th day of December 2019 oY INS& c 1919 By: y°y �ed>f0 Renee C.Llewellyn,Assistant Secretary eAMvs� POAOutputOCe ACO® DATE(MMIDDNYYY) CERTIFICATE OF LIABILITY INSURANCE 12/31/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Linda Sullivan DOWLING & O'NEIL INSURANCE AGENCY E , (508)775-1620 FAIIc PHONE No: AD'DRIESS: Isullivan@doins.com 9731YANNOUGH RD INSURERS AFFORDING COVERAGE NAIC# HYANNIS MA 02601 INSURERA: ATLANTIC CHARTER INS CO 44326 INSURED INSURER B: DONALD PATCHIN INSURERC: INSURER D: PO BOX 41 INSURER E: CENTERVILLE MA 02632 INSURER F: COVERAGES CERTIFICATE NUMBER: 487774 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMIDDIYYYY MM/DIYYYY LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ M'OTHER: LAGGREGATELIMITAPPLIESPER: GENERALAGGREGATE $ JECTPOLICY PROof LOC PRODUCTS-COMPIOP AGG $ ` $ ED S LIMIT AUTOMOBILE LIABILITY COMBIN INGLE Ea accident $ ANY AUTO O BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A AUTOS AUTOS BODILY INJURY(Per accident) $ A� PROPERTY DAMAGE NON-OWNEDn HIRED AUTOS AUTOS �^ t'/9O Per accident $ $ UMBRELLA LIAB HOCCUR Q' s ` EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A �0)" AGGREGATE $ DED RETENTION$ / $ WORKERS COMPENSATION 'ACC X STATUTE ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y I N E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUE NIA N/A NIA WCV01419901 11/17/2019 11/17/2020 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. Sole proprietor has not elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 Daniel M.Croyey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD TELEPH'LNE 52,8.775.1620 D 20- Dowling Neil AGENC'� 33-8.7.7$_1137 INSURANCE AGENCY COMMERCt. = _77$.121$ 973 lyannougt,R . ac..K 1990 ALtcus 30, 291 .0. 310OX Dear Mr. Patchin: Your Workers' Compensation policy #WCV01419900 with the Atiantic Charter Insurance Company will expire on Sunday, November 17, 2019. Please note that this coverage is not automatically renewed. To avoid a lapse in covet—age,l the company must receive your renewal payment in full of $550 by Sunday, Jctober 27, 2019. If you have any questions, please contact me. Sincerely, Tina Boulos Account Executive-Licensed Producer tboulos@doins.com 1606380 CL2664190D Mount Vernon Fir I of Numher �. .�„ " •.. 1190 Devon jank Cs POLICY DECLARATIONS AMemberC n - No. CL.2664190E .NAMED 1NStJ A"AD DONALD PATCHI PO BOX 40, CENTERS KA 02632 =r: P=RtOD-(MO. DAY YR.) From: 08/13/2019 To: 08/13/2020. 12:01 A.M.-S7�,. �- '' Individual Trade Contractors WFM YOU TO PROVIDE THE INSURANCEAS STATED IN TM POLICY. f -- =C_ ' CONS STS OF T LHE FOLLOWING COVERAGE PARTS F R VOHICHM A PREMIUM IS INDICATED. IN BE SUBJECT TO ADJUSTMENT. ' PREMIUM Commercial Liability Coverage Part $1,055.00 Wholesaler Broker Fee $50.00 TOTAL: $1,105.00 V 4 i c �6 �.�4 v.uw Al`�s - • 4L _... ..�..zo , - ..r,.."a�`d"k` fit' .e. 5 t 21 � f 4 y ., S®� C We Station Drive Westwood,Massachusetts 02090 ENERGY November 13, 2019 Ketan Patel 131 Hartwell Ave Lexington, MA 02421 RE: 38 Weaver Rd, Centerville, MA 02632 Dear Ketan Patel: At Eversource we're committed to delivering great service. This letter serves as confirmation that, as of 11/13/19, the electric service to 38 Weaver Rd, Centerville, MA 02632, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. i��erely, , Wanda Pimentel Electric Services Support Center CI NTERVII,I,H.-OSTERNTI;l.F-IVIARS'I'ONS MILLS WATER DEPART-NIENT PO Box 369-1138 fiAIAIN STREET OSTE1 VILLE,NIA 02655 \\'\k\\'.CONINM ATER.COA1 OFFICE OF BOARD OF NVATER COtNIMISSIONERS NN',\TI_R SUPERINTENDENTmaw Tel 508-428-6691 WATER .Fx 508-428-3508 DEPT.,'�' sTONg ca November 21, 2019 Bu:i ding Di:siL'n Via Fax-Z'-)08-790-6230 RE: 38 Weaver Rd Centerville Acct: 2231 To Whom It May Concern.: On Thursday, November 21, 2019 the water service was disconnected at the curb stop for the property mentioned above.-. It is our understanding that the owner plans to demolish the house, re-build and will install a new water service at a later date. If you have any questions regarding this do not hesitate to contact our office Monday through Friday, 8:OOAM until 4:30PM at 508-428-6691. Sincerely, Glenn Snell, Asst. Superintendent Centerville-Ostervi Ile-Mars tons Mills Water Department GES/cvb I n "d ationalgro December 17, 2019 38 Weaver Rd, Centerville This letter is to notiffi- YOU that a.fter our inve:stigatioti it has been determined that gas service going to 38 Weaver Rd, Cent.et-vitle was cul off on 12l081?019.. This letter DOES NOT preclude the excavator or honieo' w�ner from calling 811_'before commencing any work. State laid requires.anyone.planning u clergrOUnd excavation work to notify local utilities by calling 811 to get your underground lines identified for you prior to doing any digging:':°The call to:811 is the LAW and must be made in advance of starting work: This'confirmation:ietter of a gas°cut-b f DOES:hIOT relieve the excavator of>imaking the call to 811.. .It is.a.Statb Law.rpgUirernent. If you have any questions, please feel free to contact me at 781-907-3728 Thank you; > Colin Galvin nationalgrid Gas Connections colin.galvin@nat.ionalgrid.com 781-907-2958 Commonwealth of Massachusetts b vision of Professional Licensure'::. Board of Building Regulations and Standards , CS-015938 rn_ fpires:09/1512021 DONALD L PKrCHl PO BOX 41 j a CENTERVILMMA4 jw �C)ISti9:ll�� " Commissioner A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.22.1.1)` Q Check 1.1 SCOPE Compliances ' 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 st nes RoofPitch ...........................................................................(Fig 2) ........................................... /®..<_ 12:12 (/ Mean Roof Height ..............................................................(Fig 2).................. . :. .. '. ft 5 Building Width,W..............................................................:(Fig 3)................I.y�..... ., %ft <_33, 80, Building Length, L ..............................................................(Fig 3).................�y.......: �ft s 80, Building Aspect Ratio (L/W) ......................................:........(Fig 4)................:....... g� .�?... .......�_s 3:1 �•• Nominal Height of Tallest Opening ..............:....................(Fig 4)............................. ......:...........�<68„ 1.3 FRAMING CONNECTIONS / General compliance with framing connections....................(Table 2)..... � ...�f.../f�,(� 2.1 FOUNDATION Foundation Walls e�ing requirements of 780 CM,R 5404. ®`C <Gj, (-iL67h Concre ........ . ConcreteMasonry................................................................... ............... ....................................... 2.2 ANCHORAGE TO FOUNDATION'' 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete onl Bolt Spacing-general ........... ........._........... ........(Table 4)..........................................�!.. � in. Bolt Spacing from endrjoint of plate ..........................:.(Fig 5).............:....................... Vim in.<_6 -12" Bolt Embedment-concrete.............:..........................(Fig 5)...................................... .......7 in.?7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in. >_ 15" PlateWasher.....................:.........................................(Fig 5)..............................................z 3"x 3"x W FLOORS 3.1 Floor framing member spans checked ................................(per 780 CMR�,Chapter 55)............. ......... .......... Maximum Floor Opening Dimension..................................,(Fig 6).....YQ."? ..l.p.�.�'. 0A.4...�. ...t�Prf ft<_ 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).................r�................. ` Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)................. _ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)........................................I............—ft <_d Floor Bracing at Endwalls...................................................(Fig 9)..................................... r Floor SheathingType (per 780 CMR Chapter 55 '�"-F G YP ^.....:....................:.. (P P )............(0........... 8 Floor Sheathing Fastening.................................................:(Table 2)CZd nails at sa5&in edge/ in . 4.1 WALLS ' Wall Height Loadbearin walls..........................:. ...........(Fig 10 and Table 5 . .... -Sft <_ 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)..................:.... Wall Stud Spacing .....................................:...................(Fig 10 and Table 5).........:........, n. :5 24 o.c. Wall Story Offsets ........................................................(Figs 7&8)....................................... —ft <_d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................:....:..........................(Table 5)..............................2x - 9 ft—in. Non-Loadbearing walls...........................................:....(Table 5)................................2x --9-ft_in.� ,. Gable End Wall Bracing Full Height Endwall Studs.............................................(Fig 10)............................................ .".............:.... WSPAttic Floor l;eng"fh:..............................................(Fig 11)..........::............................... ft>_W/3 Gypsum'Ceiling Length(if WSP not used)..................(Fig 11)............................................ ft z 0.9W and 2xx 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 t Splice Length ................................... ....................(Fig1.3 and Table 6 �'2 ft Splice Connection (no.of 16d common nails).............(Table 6).....................................:..:... ......::.._ L/ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 cm_R 5301.2.1..1)I Loadbearing Wall Connections z Lateral (no.of 16d common nails).................:.............(Tables 7)...................................................... Non-Loadbearing Wall-Connections Lateral (no.of 16d common nails)........*"**............."""(Table 8)........................................................ Load Bearing Wall Openings (record largest opening but check all openings for compliance o Table 9) HeaderSpans ........................................................(Table 9).................................. ft 2, in.<_ 11, Sill Plate Spans ..........................................:.............(Table 9)................................... .:ft in.<_11' Full Height Studs (no. of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................I................(Table 9).................................. ft—in. 12' Sill Plate Spans.t:�............V..`............................. .........(Table 9).................................. ft . in.<_12" Full Height Studs(no.of studs)......:.............................(Table 9)........................................................ ?� Exterior Wall Sheathing to ResisWplift and Shear Simultaneously4 Minimum Building Dimension,W s /p / Nominal Height of Tallest Opening2 ........................s. .. ..... .. .................... .. tP.`(7 5 618" / Sheathing Type............:................................(note 4)... ......�c..y.w. .......... 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 . /' bi Nominal Height of Tallest Opening2............................t. �:..... 6..4 • <_6'8" Sheathing Type (note 4)...�1......4�........0?Cp..4Yos:c.�,%.... — .... ........................................ 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 able 11 ............................................ r 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Rated for Wind Speed?.........W o...�ObAf ...c.S..tVItir-ax ....................................................... 5.1 ROOFS Roof framing member spans checked?..........'............(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ..................................................(Figure 19)............._t_ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= pIf Lateral..................................:..........(Table 12).............................................L=t7�4 Plf Shear..............................................(Table 12)............................ .. ......S=_Iq-Of Ridge Strap Connections,if collar ties not used per page 21... (Table 13).�cc-�I li ...}.T= plf Gable Rake Outlooker.........................................(Figure 20)............. ft 5 smaller of 2'or U2-,, Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors n 6.1Lf0/s ` Uplift.................................."./�.......(Table 14)............................................U= ! T lb. Lateral(no.o 16d com�n on nails)...(Table 14)..:....................................L= Ib.- �,, Roof Sheathing Type............ .. ...11'4. ..............(per 780 MR Chapters 58 and 59) ..:.,....... 1. �'" Roof Sheathing Thickness................! C Ole......RY.N..Inj).••• ••••• ••• •••••— in. >_7/16"WSP Roof Sheathing Fastening...........................................(Table 2)....... ..N.1�/C'5...........(�.``...0..� Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Win.dAr.eas:110 mph Wind Zone Massachusetts Checklist foI Compliance (780 Cmlx 5301.2.1.1)' 4. a. From Tables 10 and"11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom"of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first/floor framing. v. Horizontal nail spacing at double top plates, band'joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -WHEN THIS EDGE RESTS ON FRAMING USE&I NAILS ATSbir- 11 11 11 1/ 1 11 II 1! 1 � 41 ' 11 11 11 1 11 II 11 11 It II II -11 1 - 11 11 11 1 - N 1•I '( 11 11 ( 11 r{.^ 1 I l 11 i t Q 1 It F li It O I t Q 11 l r l e to` 1 n I t 1 x r n It o0 /1 II 1 W �1 1•I W {i 11 g 1 11 d 11 Ir 1 im 1 - 11 Q II 7 f'to 1 11 11 1 MAIL SPACING PA13EL See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High WindAreas:110 mph Wind Zone Massachusetts Cheddist for Compliance (7so CMR 5301.2.1..1)` 1 a� I 1 lu 6 I d 1 � Ba 1 1 a + FRABA ING MEMBERS EDGE RdTERMEDIATf i 1 Z , __-_--..--- -i. Z-- ---.-.ice STAGGERED *MNJ 1. ML PATTERN � PANEL PA14{Q!EDGE DOUBLE NAIL EDGE SPAMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment REScheck Software Version.4. .1 Compliance Certificate Project Patchin Residence ` Energy Code: 2015 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,566 ft2 Glazing Area 8% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 38 Weaver Road Donald Patchin ' MA Centerville, MA 02632 38 Weaver Road Centerville, MA 02632 , 508-221-1467 Compliance: 0.6%Better Than Code Maximum UA: 352 Your UA: 350 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 Ceiling 1: Flat Ceiling or Scissor Truss 1,270 30.0 0.0 0.035 44 Comment: Second Floor Main House Ceiling 2: Cathedral Ceiling 322 30.0 0.0 0.034 11 Comment: First Floor Cathedral Floor 1:All-Wood J oist/Tru ss:Over Unconditioned Space 1,296 30.0 0.0 0.033 43 Comment: 1st floor joists Floor 2: All-Wood Joist/Truss:Over Unconditioned Space 435 30.0 0.0 0.033 14 Comment: over garage and porch Wall 1: Wood Frame, 16" D.C. 1,715 21.0 0.0 0.057 87 Comment: 1st floor 2x6 walls Window 1:Vinyl Frame:Double Pane with Low-E 78 0.300 23 Comment: Double Hung Windows Window 2:Vinyl Frame:Double Pane with Low-E 20 0.300 6 Comment: Casement Windows Door 1: Glass 40 6.320 13 Comment: Slider Door 2: Solid 28 0.270 8 Comment: Front Door Door 3: Solid 20 0.210 4 Comment: Mudroom Door Wall 2: Wood Frame, 16" o.c. 1,231 21.0 0.0 0.057 64 Comment: 2nd floor 2x6 walls Window 4:Vinyl Frame:Double Pane with Low-E 8 0.290 2 Comment: 2nd floor awnings Project Title: Patchin Residence Report date: 11/01/19 Data filename: UASOFTPLAN DRAWINGS\Glenn Persona l\Patchin\38 Weaver Rescheck.rck Pagel of 2 a f Window 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 102 0.300 31 Comment: 2nd Floor Double Hungs 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 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date I - Project Title: Patchin Residence Report date: 11/01/19 Data filename: U:\SOFTPLAN DRAWINGS\Glenn Personal\Patchin\38 Weaver Rescheck.rck Page 2 of 2 f Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): 4 Window 0.30 Door 0.32 0 0• m m m e Heating System: Cooling System: Water Heater: Name: Date: Comments f 1 * AL } r • Y 177 S !W� r 38 Weaver Road, Centerville 3/27/2010 AR ,�s+ •- ,. 1. � � ' --^��- -..- -' Pp PRIM i __�r._. _ e 38 Weaver Road, Centerville 3/27/2010 1 ,. � -c r T 0 4 �.. 1r. wrs<� I►. - �r $:,k,�, � R � i Y �, -_ •` fil 5 j b ti * � 4 4 3 `s 1A g� y rr - W 1 1 i Awt .. 'i-r •' i1i�a.l�'10w :xtktiYYaMT� .1 '�," Y� ..�, IL jw or i►' � - _ i w' _ � � �� _ ems' �4 ++ N . ,�""Ye fk�► lam. '>t�,"� y a, � ..1. � 7 � .fire h � A►+a. '►�'" \ - �„ -4 ` yy t �t •ttI 'w .1Svrl�tit � � r ,Y b' t �,it� � .. �,�b . t l,•.i L t ',, y �1 \}/ ltiyii ,,'� � _ i ��• .t,• `� �` - r, \'� t�t �1. t �#'• F f 1. ri� •• � . t j A { Yv oa'._ 'YYJTT' � .� ,'� r t A1� L �•• t i �j��, \ .�.� .}��;� r 1,�I . r r i �� i •� rt. t� 1 1\, � �.`t}, t � i - s. �, y! 4.E,It fl S.� :u�' � t . '� t \ .t� '�•Z1� 14�;t\�t,{��~ t ?{ 1\� � Y° � .��'�t ,►, � � T-i�A�t:��� e!`�:{' f _ '+. f _ -W.r t v_ Vr— _ 1 .1 •'{• � 14 ~sty _ r1 � „�. 'p�1�M�f��; �t ��icTr{�rt)Oii t.l'.? {l� �ts',���t � r i f.. i .. +t ` t ��. ': 7a 3�y;r't��4•t�+i"1b� �1'�I.'. '����.. �y��f �1•r r. '. 4 .i.v��riP 1 hdrl�a r�y f•r� 1 �i.,. i,�.`Y1 1 • z mm amenrowmm r s _ t a P • '!".. - Rye All If low �r f • w„� - f Y�.r +. -�"� i •. ems: -. _ A ... .. .y� v { d art •a�^� /+. •+ .- ✓�*"~ �h+'�Ir�",�'f. �..4 �S ` - I ` ..ten y AL Nr 14 41 �^ - •' ' Yam., r ��til' ..-.. la• � .T_ A 177W _' '�`.. -"��.'� �.e.r�m�r- ' '� i - -..;tip f :. �•� - m • '�` r �'•+n¢+" o"' err• `� ,. Ilk I • Q _ f _ _ _ F 38 Weaver Road, Centerville 3/27/2010 'L • `. \ �• - r}'�- i •,f .. 4 .f c lip WO 400 +If . A �•�+' �` ,fie V t ..i _ .ems✓ ' 'r �' .�, 1 f S } a w� � �' *� ���►w 1► Y ' � a �w is — oE� r Town Of Barnstable *Permit �'^�- o Ezprres.-6 months rom iss e d t Regulatory Services Pee g sAxxsTaeLE; Thomas F. Geiler, Director v Mass. Building Division Tom Perry, CBO, Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.barristable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without.Red X-Press Imprint Map/parcel Number Property Address 3 "� � � (�✓f' ���� `C /�;G 0 L ["Residential Value of Work a?,0,10, Minimum fee of$25.00 for work under $6000.00 Owner's Name&.Address ' Z✓" CV-A,/aUL ' Contractor's Name Telephone Number. Home Improvement Contractor License# (if applicable) ❑Workman's Compensation Insurance ^�R ESS PERMIT Check one: Wr am a sole proprietor .AU G 1 2008 am the Homeowner ❑ 1 have.Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name Workman's Comp. Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) -roof(stripping old shingles) All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) -�CI?fS1,4; r *Where required: Issuance of this permit does not exempt compliance with other town department r�g 7d;94s,,i e isto ic,Conservation,etc. 'Note: Property Owner must sign"Property Owner Le$ of Permission. A copy of the Home Improvement Contractors Ais{ 4- rgpiJrj. SIGNATURE: Q:\WPFTLESTOR-MS\bui!lding permit forms\EXPR.ESS.doe The Commonwealth of Massachusetts Department of Irt dustrial Accidents /71 Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gavldia Workers' Compensation lnsnrance Affidavit: Built[ere/Contra.ctors/Electricians/Plumbers xpPucant Information: Please Print Le 'bl Name(Business/ niZst;onffndividuaI): • - Address: � " ��/jl/£�- �'�� City/State/Zip: ( �,.� / Phone.#: FF - 7 employer? Check the appropriate bay: Type of project(required): cmploycr with 4- l am a general contractor and I 6 New construction yees (full and/or part-time).* have hired the shb contractors sole proprietor or pwtacr- Iistrd on the attached sheet 7. ❑Rmmodeling ship and have no employees These sub-contractors have 9. 0 Deznolitiaa employees and have workers' working for me in any capaLity. 9. ❑ Building addition [No workers' clomp_-mutlancC ��_mSLIIdrlce. 5. [] We axe a corporation and its ME]Electrical repairs or addific } officers have cxcrciscd their 11.0 Plumbing repairs or additic 3_ I am a homeowner doing all work right 6f exemption per MGL 12 [ ' oOf mpailg Tnel o workers camp_ t c. 152, §1(4), and we havc no employees. [No workers' 13.❑ Other comp.Tncnrance required] "Any zpplimnt that checlm bar#1 must also fill out the section bahow showing their workers'compaLsf?on Policy infwma ion t i4mmowncn who submit tfiis s�davit indicating fi3ey=doing all work and thrn hurt outside cant mdors must subnBt a new affidavit indi�m9 such tcantraetzris that eb=V this box must attachedaa additional shed showing the name of the sub�nntractors and dtafn whctha or not those cntitirs have employxs. If the sub-coniraetDm have employees,they must ptm idt:their wo-rkrrs'camp.po5icy number. I tun are employer that is providing workers'comperrsatiort insurance for my ampIoyees. Below fs the policy and jab site informatiom lnsi nGa Company Name: Policy#or Self-ins.Lie..#: Expiration Date: fob Site Address: City/sbfdZip: Attach a copy of the workers' compensation policy declaration page(showing the policy nnmher and erpira$on dab Failure to secure covmago as require undcr Section 25A of MGL c. 152 can lead to tine imposition of cririUial penalties of finL zip to S 1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a of up to$250.00 a day against the violator. Be advised that a copy of this statement may be farwardod to the Office of Fnvesti tions of the DIA for insurance coverage verification. I do her ebp fy un e pains• d pert of pe " that the information provided above is a and correct. Si Date: Phone# O facial use only. Do riot write in this area, to be completed by city or town official City or Town: PermiMcense# Isn dng Authority(circle one): 1. Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspectar 6. Other Town of Barnstable of YHE t�o Regulatory Services t saxxsrws[.a, Thomas F.Geiler,Director M` Building Division Tom Perry,Building Commissioner . 200 Main Street, Hyannis, MA 02601 R'ww.town.b ar nstabl e.ma:us Office: 508-862-4038 Fax: 5.08-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: �r JOB LOCATION: numb street village ,.HOMEOWNER„:'_ � 60O ^51 ZZ Z name /J phone work phone# home ph CURRENT MAILING ADDRESS: 7� Odd 32 city/town state zip code The current.exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as Supervisor. DEFINITION OR HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be resporusible for all such work performed under the building perrnst. (Section 109.1.1) _ The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and rc ire ents aturc of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will•be.required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: ,Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.,I-Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to dosuch work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption arc unaware that they are assuming the rosponsrbilitics 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 Aith a licensed Supervisor. The homeowner acting as Supervisor is ultirnatcly responsible. To ensure that the homeowner is fully aware of his/her responsibilitics,many communities require,as part of the permit application, that the homeowner certify that hdshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currcnt}y used by scvcral towns. You may care t amend and adopt such a forn-Acrtification for use in your community. �ofVEtp�y `I'o`w'n of Barnstable Regulatory Services • tuxrASS. MASS. Thomas F. Geiler,Director plFd �a Building Division Tom Perry, Building Commissionet 200 Main Street, Hyannis, MA 02601 www.town.ba rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property owner Must Complete and Sign This Section If Using A Builder Z , 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 Job). Signature of Owner. Date Print Name If Property Owner is applying.for permit please complete the Homeowners License Exemption Form on th:e reverse side. •- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION RT— Map Ld Parcel Permit# 6 O Health Division Date Issued ' 2=_-1 0'6 l Conservation Division Fee —2—5 Tax Collector (� �•-- it�P ` � T B Treasurer (� SEp�1C SY STEM M IR�T CE Planning Dept. �� ¢. *©ODE ARID Date Definitive Plan Approved by Planning Board O REGUL,A 11S_,1 Historic-OKH Preservation/Hyannis I yad/av4"► Project Street Address �e c�ye✓ ��. L� �,�1 P �, �] Village r,. .J '0_. Owner (10 �.T,., n� Address 2, S W, r�a Telephone �S ` Z �' (�_ Permit Request ��. _ �l v h J-11 G� Square feet: 1 st floor: existingZk9 (:;qA proposed 2nd floor: existing proposed Total new Valuation A Z,O )(D , 00 Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family d Two Family ❑ Multi-Family(#units) Age of Existing Structure_5 S Historic House: ❑Yes UrNo On Old King's Highway: l❑Yes O'No Basement Type: ❑ Full. ❑Crawl ❑Walkout Other /1/�/�� J -• o ^ �� �j� vC,S Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 0 Half: existing new Number of Bedrooms: existing new 0 Total Room Count(not including baths): existing 3 new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric YOther D Central Air: ❑Yes ❑ No Fireplaces: Existing S New V Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use--- BUILDER INFORMATION II ,, II E Name__ _tl �w W�, �a, ,,,�,I V Telephone Number Address 11-6 m e Oylll� License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE s # o FOR OFFICIAL USE ONLY -PERMIT NO. i DATE ISSUED a � MAP/PARCEL NO. - t ADDRESS VILLAGE OWNER r It ? DATE OF INSPECTION: F FOUNDATION 1` FRAME !� INSULATION } FIREPLACE ELECTRICAL: ROUGH FINAL Fto PLUMBING: ROUG', FINAL GAS: ROUG FINAL , cc FINAL BUILDING s DATE CLOSED OUT i `m ASSOCIATION PLAN NO. M s - , ie commonweuiLls Department of Industrial Accidents • r� _-:=•: = Ofl�ce of/airestfgatlons -_- 600 Washington Street Boston,Mass. 02111 Workers' COMIDensation Insurance Affidavit10 name: ' - • �-7 location: r' �✓ � h C� ,e hone# ?' CItV e i tir K I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one worm m any amty //% ///,�------/%////O//////l/// /%//&,O%//,MAu��/�����/O///////O///�//l%//O///�/%%%/%/%%%///Ol//�/ll/�%G ensation for TM, l�.worung°a:�s:job..;:..;;;:..: din workers w -.. .: .:.:. ;;::::::::::::<:.:.::::::::.,;.;.:.:;.;:::;;;;;;:<.;:,,:.;;:;;;;:::»:<:::»::::>:::<:_:::: ens iovez rove ::::.:: .::.....::::::..;:<.:.:::::. . :.;:.;:..:::::::.;;:.;:.:>::::.::::::::::::::..:.::::::...::::...: I am an P .prow ,::...:.. ::,:...:.:..: ::,:::::::.....;::,.::::::.. :,::::::...:....:.;:;.:::::::..::,<;:: ;.:::::,::: ❑ __ ...:.::.... ...:.......::........::::::::........................ :. camoanv name... ::.::.:::..::.:...:.....:.. ::.::::::..:.::.:: . ::::......:::.:::::......:::..::::.:: ...........::......::..:::.....::::: dress. _.. oil ltisurance co: ❑ ow I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have orkers co ensatton polices. following mP the ,.:,. ..::-:::....:... ::::::.:: ::.::::.....::.::::._:::....:::::::::..::::: ::...::.:::...::::::::..:::. ...................................... ... :'..::am m ............ ; : :.Vir ... - .:_:•:•.�.�::•::...::v.::.;,v?itii::;:_i:;:i}..w:::r:nry.•i�ivi:+;'l.C`,'::i::i}.:{•S•; •t:tlmt >ivio icCi2:.................................. v. _ a s. ,. n .. .:..�:::. ::.;:•::::.�.�.::::.�::::.:::::::::::.;:-::::•::::::::.;:•;:::::.:.::.:•:.;:::.;::.:.:.........:,:::::::........::::.:•::::::::::::.�::•: .:::::::: hone. . .:....:.::.:.:..:;•:•:;•>;:«:;:::.>,. am ' '': zz«.......... ................ ..... nsnrancee co: / Falbae to secure coverage as required under Section 25A of MGI.152 can lead to the imposition Mi of aiminai penalties of s Ilne rip to Sl.`00.00 andlor one yam,�priomnent as well as civil penalties in the form of a SPOP WORK ORDER and s t]ae of 5100.00 s day against me. I tmderstmd That a copy of this statement may be forwarded to the Olnce of Investigations of the DIA for coverage verincatlon. I do hereby certify the pairm mid penalties ofPfflury that the information provided above is Ow and correct Date 1 Signature ��— print name i I l CII-I ofncW use only do not write in this area to be completed by city or town ofSdal - �Building DepsrCtnmt permit/license# �I,icensing Board city or town: ❑Seiccunen's Opnce ❑check if lmmedwe response is required ❑$ealth Depr=u't ❑0ther----- phone#; contact person: (mtseo 9/95 PJA) Information and Instructions ; Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' comp ensation for thr,.ir As quoted from the "law", an emplovee is defined as every person in the service of another under any cQ� employees. of hire, express or implied, oral or written. o or m c An employer is de fined as an indi-,zdual, partnership, association, corporation or other legal entity, or o receive' the the foregoing engaged in a joint enterprise. and including the legal representatives of loeees. However the owner of a trustee of an individual, Partnership, association or other legal entity, employing P Y h use of dwelling house having not more than three apart ments and who resides therein, or the occupant of the dwelling o another who employs persons to do maintenance, constructor or repair work on such dwelling house or on the . shall not because of such employment be deemed building appurtenant thereto to bear employer. GL ter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or gene . M chapter applicant who 1 of a license or permit to operate a business or to constructinsuranceb� sco�age�required. Additionally,neither the not produced acceptable evidence of compliance with thefor the performance of public work unn: commonwealth nor any of its political subdivisions shall eater into fa this chapter have been presented to the coana= acceptable evidence of compliance with contract the insurance requirements authority. Applicants ' ensation affidavit completely,by checking the box that applies to your Situ�on and Please fill in ,he workers with a certificate of insurance as all affidavits may be supplying company names,address and Phone numbers along e. Also be sure to sign and submitted to the Depar==of Industrial Accidents for confirmation of insuranCe coved or license is or town that the application for the permit date the affidavit The affidavit should be resumed to the�3' have any questions regarding the`law"or if steel, not the Department of Industrial Accidents. Should you being�e oli lease call the Department at the number listed below. are required to obtain a workers' compensation p cy,P VEA City or Towns . legibly. The Department has Provided a space at the bottom of Please be sure that the affidavit is complete and printed fk � t ons has to contact you regarding the applicant. Please affidavit for you to fill out in the event the Office of Investigate number. The affidavits may be retume3 � be sure to fill in the permitllicense member which will be us�ve been made. the Department by mail or FAX unless other arrangements esti The Office of Investgati ons would like to thank you in advance for you cooperation and should you have any qua= please do not hesitate to give us a call. MEE= The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Me of lutlesugadons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 TAW J=b(e0=dmmd)Boi Asasad with Fo:d Faeia Pre�eripti"Patka m for 0"and Two-Faaailp R dal OW MAXIMUM Ip@itMt7m q/a( Floorwul Baamtmt Hea=wcooiing (1lanaI Cilanng �u� R-va n Row Wall Plaraa EV*m FJbdesY / R Atsa ( ) U-vafuss Ityduot &vaia Pad:aIIe Sm01 to 6500 HeattaS DeResa Dawes . Q Ir/e 0.40 38 13 19 10 6 6 Normal R I2•/. 0.52 30 19 19 10 89 AFUE S 12% 030 38 13 19 to- 6 T 15% 0.36 38 13 2S WA WA Ntxt� U 15% 0.46 38 19 19 t0 6 Na:mai AuW v 1S•/. 0.44 38 13 2S WA WA 19 19 10 6 FUE 8S AFUE CV I Sye 0.51 30 N� X l8•/. 032 38 13 2S WA WA Noraml y 18% 0.42 38 19 23 WA WA ACE z 12% 0.42 38 13 19 t0 6 90 90 AFUE AA 18•/. OSO 30 19 19 10 6 I. ADDRESS OF PROPERTY: ail 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: Z 1 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA 03 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA see chart above): - NOTE: OTHER MORE INVOLVED METHODS INFORMATION.OF ING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR st- -p- h�1.� Gbti►vp-r F) BUILDING INSPECTOR APPROVAL: - YES: NO.: q.forms-f980303a . 780 CMR Appendix J Footnotes to Table J5.2.1 b: ' Glazing area is the ratio of the area of the doors, sky , glazing assemblies (including sliding-glass lights. and . basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area. expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 h=of glazing area- Z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or takes from Table 11.53a. U•values are for whole units: center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing n used). Do not include exterior siding, structural sheathing,and interior drywall.For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-b insulating sheathing. Wall requirements app lv wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. s The floor requirements apply I to floors over unconditioned spa ces such as unconditioned crawlspaces,basements, Floors over outside air must meet the ceiling requirements. or garages). o w Tl:a entire opaque portion of any individual basement wall with an average depth less than 50/o below grade must me=; the same R-value requirement as above-grade$a .�Wi � itioned the door ss dU v�aiue requirement b...,ements must be included with the other glazing must meet d_scribed in Note b. The R-value requirements are for unheated slabs.Add an additional R 2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 39 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package- 'For Heating Degree Day requirements of the closest city or town see Table J52-Ia NOTES: Glazing areas and U-values are maximum acceptable levels.Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table 11.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the.area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). N - 43 ti The 'Town of Barnstable • RA"SrnBt e MAS& g Regulatory Services �A 1639. 66. rEp,,,py Thomas F. Geiler, Director Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement.removal.demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one.but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: D e Estimated Cost Address of Work: 3 9 bye ��c. � I � Owner's Name: ( 0 1n � - Date of Application: _T 7 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED MPROVEMENT WORK DO NOT SCONTRACTORS THE ARBITP HOME I ACCESRAT PLICABLE ON PROGRAM OR GUARANTY FUND UNDER MGL cc..142A. ACCESS SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Regtstration No. OR Date L—r—Owner's Name q:forms:Affidav:rev-070601 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 ' Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.lt.l >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf,- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost f h. The Town of B arnsta a ie : ]LAMSreetE.g Regulatory Seances bimm Director t659• ,.� Thomas F. Geller, '°rFo►�� Building Division Peter F. DiMatteo, Building-Commissioner 367 Main Street,Hyannis MA 02601 gax; 508-790-6230 Office:'508-362-a038 HONIIEOWNER LICENSE VWI IMON please Print DATE: (� Q, e ry���IAX .� � village 10B LOCATION: street J� G number q G , L 311� 7 JL (j V o L� work phone# h VJ "HOMEOWNER": home phone# Dame CURRENT MAILING ADDRESS: I r II /v re�ate zip code city/town. owner-occueied dwellings of six units or The current exemption for"homeowners was extended to include vi individual for hire who does not possess a license,�— ded less and to allow homeowners to engage an that the owner acts as Supervisor. DEFINMON OFHONEOWNEIL Or is Person(S)who owns a parcel of land on which helshe resides.Or mends'on which there e p accessory to such use and/or intended to be,a one or two-family dwelling.attached or detached s Period shall not be considered farm structures. A person who constructs more than one'Buildinghomet0 trial on a foam acceptable to the a homeowner. Such"homeowner' shall submit to the Building Official.that helshe shall be res onsible for all such work erformed under the building errtttt. B o (Section 109.1.1) o Code and liance with th The undersigned"homeowner'assumes responsibility for compe State Building bylaws,rules and regulations• other applicable codes "homeowner'certifies that helshe understands the Town theshBwamscmply with Said The undersignedents and tha Department minimum inspection procedures and requirem Pr dures and requirements. Signature of Hotneo et Ili Approval of Building Official Note; Three-family dwellings containing 35.000 cubic fee or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EX3U& TION .. work for which a building Permit is required shall be exempt from the. The Code states that: Any homeowner performing Su ervisots):provided that if the homeowner engages a provisions of this section(Section 109.1.1-Licensing of construction P the responsibilities of a supervisor(see person(s)for hire to do such work.that such Homeowner shall act as supervisor the are assumingin Many homeowners who use this exemption are unaware Supervisors.Section 2.15) This lack of awareness often results she Appendix Q.Rules&Regulations for Licensing Construction Supervi ersons In this case.our Board cannot proceed against e. serious problems.particularly when the homeowner him unlicensed p as Su ervisor is ultimately tap an of the pernut unlicensed person as it-would with a licensed Supervisor. The hottu:o�nsbi�a.many communities require.as pan of this issue is a To ensure that the homeowner is fully aware of tuslttth responsibilities. of a supervisor. On the 10uPco�unuy• application.that the homeowner certify that he/she understands the responsibilities form cuacntly used by several towns. You may care t amend and adopt such a formkertification for use in y �I 310q Town'of Barnstable 0*Txe rokti TOW OF BAR-INSTABLE o Regulatory Services Thomas F. Geiler,Director ED f CrT 23 PM 3: 20 • IARNS-rABL- 1i i639.19. Building Division ��� Argo►�� Tom Perry, Dnilding Commissioner 200 Main Street, Hyannis,MA 02601 - •� www.town.barnstable.ma.us DIV lx Office: 508-862-4038 Fax: 508-790-623( PERMIT# SHED REGISTRATION 120 square feet or-less Locaiion of shed (address) Village ' ryDG js' —ZZ.,Y Property owner's name Telephone number Size of Shed Map/Parcel# a Date f Hyannis Main Street Waterfront Historic District? Old Icing's Highway Historic District Commission jurisdiction? . Conservation Commission(signature is required) Sign off hours for Conservation S`:00-9•&30 4:30� PLEASE NOTE: IF YOU ARP WFIHT THE TURZSDICTION OF ANY OF THE A13OVE COMMISSIONS,THERE MAY DE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMNIISSION FOR DETAILS. THIS FORM, MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shcdreg R.EV:042506 RAGE a2 ca� C$� ryWac✓' i t �lj . 4 i VV�9� 00 �. plq �- In Y1°��WIP •� 'a ' . yJ yiDO, VV' Ie. CLO OttPL .7 CLrN /adz 09 ':AIR/ Town of Barnstable of THE rp� do Regulatory'services • a Thomas F. Geiler,Director RAMS!rAHLE. 9� MASS. 1639. Building Division �� �rFo `r Tom Perry,Building Commissioner J 200 Main Street, Hyannis,MA 02601 C,5 www,town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623( PERMIT#0 QQ FL4 C/ 7 FEE: $ r,25 • 6O SHED REGISTRATION 120 square feet or less . Location of shed(address) Village Property owner's name Telephone number 03 V Size of Shed Map/Parcel# ature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic'District Commission jurisdiction? Conservation Comriiissi6n-(signatur_e_ls_reij ir_ed)-�--� Sigu offshonr-s--for Conservation 8! .:3Q,k3.30=4 30, - f j PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE_ COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE_. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. r HTHT IS�FOIM-',zV U- STtBE "A�CCOM'P- :NI,ED�BY A `PLOT-PLAN, Q-forms-shedreg REV:042506 %0/2008 19: 09 911-775-5122 PAGE 02 lob \ 'i�P".i:":l'b::i=_:&Pt[GIIILEE:P�Iv • C \ Ila'.60 r •K ys, Ole E PL A CENril ►QWas,LAU Alt ;. mc d Ut .. ff �'' .'4+.- �x[�1.F'I � �.�y,.•1U.: �yf�y� d���:J.\•,'.1`�k�.� - r,�• . ...:IIF�1. aR8�fi1.•IF+ d��l�.is�.� i :�,:;�t��:,ki�Ip'ai"..._._.��.o.s. � - 4 ' 6 SQ. FT. FIRST FLOOR LIVING SPACE SQ. FT. SECOND FLOOR LIVING SPACE �1& SQ, FT. GARAGES TOWS! OF 611ROSTAB�.E SCANNED j FT. COVERED ENTRANCE 100 SQ. � 2025 ,]A -3 Am O JAN 3 0 2020 180 SQ, FT, OPEN SUNDECK o W � ((qq gg I pp ryry N ..,.." a w- Y I� 0 n l� m Q d a i ANDERSEN WINDOWS N Q 1 Q V ARCHITECTURAL GRADE ROOF SHINGLES SHAKE SHINGLES FREIZE BOARDS AND TRIMS TO BE CONFIRMED Id' SQUARE COLUMNS AT PORCH O F Q �u EILLID PULL DORMERS FORWARD FOR PROPER CLEARANCE OF TRIM/SHINGLES p BELOW WINDOW BASED ON SELECTED s WINDOW R.O. AS NECESSARY 6 Is _ FlF KNEEWALL AT SECOND FLOOR EXTERIOR SIDE WALLS SMOKE DETECTORS REVIEWED z o Q Lu la is 2 3 4 dl r ILDIP; EPT. DATE W } FIRE D. RTMENT p[ DATE &BADE - dATURES ARE REQUIRED FOR PERMITTING IL (A can U X r FRONT ELEVATION. BaYnstable Bldg.DeO � RpPtoved bYl- �! pe�>c�►lt#� , THESE PLANS HAVE BEEN PREPARED BY A DESIGN SERVICE 4NY ENGINEERING REQUIRED IS THE RESPONSIBILITY OF THE OWNER/BUILDER \4,NS ARE TO BE REVIEWED BY THE CONTRACTOR/BUILDER ?RE CONSTRUCTION TO ENSURE ACCURACY REVISIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER 9 iIr rzi Q1 ;VAULTED :MASTER ~ - BEDROOM : DECK 0® 4 4.6 4 0 u > HEADER lI IN CEILING POCKET �� MASTER s , 4 o� BATH WIG 4°' KITCHENEl �� F 4'-- SET BOTTOM OF WINDOW 39"OFF Z FINISH FLOOR SEE KITCHEN DESIGNER PLAN , &I FOR EXACT LAYOUT d) ' -2% ;' 3'-9W L 4'-0 TWO-�AR ''A E <t 3 ry r+l - _____LVLBEAMINGARAGE___•_____.. T 5'-10n - - it1 -••-------------•-_..._•_____ ............ - -- ------ av -- -- ----- - POWDER = cr N O - zQd 22' " 2'-O" - GREAT w v o � ROOM 1-1-6 x t6 = v o Q a ui rc O � Z �-_ 4X6 EXTERIOR WALLS ,v 3 0 } > V _ 8 CEILINGS �� - SET BOTTOM OF HEADERS TIGHT TO PLATE 2'-91, 4-1 ALL DOORS 6'8"TALL UNLESS OTHERWISE NOTED O Z Z 14 R a W o ui , (. o v) U ----------------------- 4 0 14HEADER M CEILING cq 1 O d p r COVERED .o FIRST FLOOR PLAN PORCH 2'-0" 5'-0" 2'-0" 12Sro SQ. FT. IST FLOOR LIVING SPACE -------------- 24'-O" 25,A„ 2,-O„ �I ....... vvf,114 PI) :1 Ta 1 • 1 � 1 1 1 � ,VAULTED ;MASTER Q DECK ;BEDROOM O 16X14 /0 r X 12 , 1 • C7 � : 1 1 i 1 • 1 1 / I � , 1 O 1 1 PO' :: r c1• -------- MASTER r a• x t3ATH WIG a m 1 Q 0 KITCHENgig _. IT X 16 1 0 .....................� • . 0 � • 1 \\ 1 1 .............' TWO-CAR GARAGE .. .1 1 a° GREAT ' ROOM I i-6 x 16 O OR 4V1LL8 a C ILIN66 � W 1 S T 660"0►t OP WEAMe"Tt6►R t0 MAM ................ 1! 5 ; ' ► Q , -� • �� :�fh FIRST FLOOR PLAN 129h SQ. FT. IST FLOOR LIVING SPACE COVERED PORCH � 24'-O" 251-0" cr ° e 24'-0" 25'-0" 0 W . 4 � o 41411 9_Brr fc'_8° 4'-4° m W 2I a Q Q17 0. r ' o � N UNFINISHED UNDER ROOFLINE t.K.._.,., W r Oz = BEDROOM •2 20'-0" o x�v�9 Zr 6'WALL HEIGHT 15 x 16 U _ A u ACCESS DOOR , BATH _�W Q R.O.32 1&X 39" ;;:r -10 ( 50 2 i O FULL HEIGHT CEILING LINE -22it 1'-0*4yn 2' O" 13'-6" a Z ri N 2 2'. ? Z ATTIC HATCH OR STAIR LOCATION TBD Q io BEDROOM •3 BONUS ROOM _ N m 24 X 16-6 9 c .....................FW_L-HEIGHTCEILING LINE------------------------------ _ _- LOFT/OFFICELu - i O ACCESS DOOR ACCESS DOOR _ z' 13 3 R.O.32 1/2"X 39" R.O.32 1/2"X 39" w`G ^ O 1 ` s Y FT - HALF WALLS �Q 1_- h W 1 r6'WALL HEIGHT 'WALL HEIGHT ARa1ND STAIR U —1 X 16 � �_�' UNFINISHED i 3'-6" 10'-4" % U s ,Q UNFINISHED Il UNDER ROOFLINE r i Z' W Q CV UNDER ROOFLINE _ " O - " = = EXTERIOR WALLS ~ 3' 6 3' 6 2X6 EX ER R �� O Z Z N U- i Z i- � r a w B CEILINGS - (k O ltl �i � 1'-O" $I-(p° f" O -a- ` SET BOTTOM OF HEADERS S ;3 B TIGHT TO PLATE a z F =' O 0 ;au PULL DORMER FORWARD FOR - ., PROPER CLEARANCE OF TRIM/SHINGLES BELOW WINDOW BASED ON SELECTED - T N N WINDOW R.O.AS NECESSARY 4 _ 16 1"_On 11r-O" 24'-O" 25r-Orr AL SGON1� �.00� FLAN BELOW DORMER FORWARD FOR PROPER CLEARANCE OF TRIM/SHINGLES BELOW WINDOW BASED ON SELECTED WINDOW R.O.AS NECESSARY 1210 SQ. FT, 2ND FLOOR LIVINGS SPACE oa v o• TY ICA G SASH ; '°; ',�; ''O, 61 A ' 1 , 1 O - Q 0 (Y 12" CONCRETE SONAR TUBE �t 1/7 FOOTINGS 48" DEEPS —' A� V 1 Q Q • n .. , sY,P/d JJlill • r , •-•---------------------• , r i r •......_...._..........._._.__._.. ,..__..._•------ -------------- !lain-a .•E EieE--CE _-::_E":E3E3�e$Er"aE::E. eSQa'3 r•L v. n ao o• .,D° o n• t , • •--- ---------------------------------------' •--•----• •-__- -. �.....______• -� 24'-0" c4 > , 0 0'a v D a o ?o 3-2X10 WOOD BEAMS WITH 24" X 12" a ° a ° CONTINUOUS CONCRETE FOOTINGSc+� ' 21'-2" ; AND STEEL LALLY COLUMNS Q a 6 0` z O zp� . by ' ••°•, f�1 i E£=♦ "e'.�E:esa:' .E: :: -EE'Ea3E'.QE3Er2E :�a:�::ae:: ' t+l cv - -' - - ° ' r — _ _ 04 �• O Ql ; p•' n -5tBu�i ° m ; Ul 10"CONCRETE FOUNDATION (L U a► u WITH 2 FOOTING •� ' AND NCRE, SLAB i o • a --- -------------------- Q ---- . • , ' n _ --------- -- ---------------------------•-•-••---•----•---. ,* X 12 PERIMETER FO G • v 4 0 . v d v° v 4 o a o V o a 'Q ................................................................. .. °0.� °e V o va vu.o op o o °p• 24'-0" •- ---------------------------------------'25'-0'7--------------------------- - O � I12" CONCRETE SONAR TUBE - FOOTINGS 48" DEEPSFOVmiDrTIOmi PLAN CONFIRM ANY DROPS OR KNEEWAII.S ON SITE WITH SITE CONDITIONS AND GRADE THESE PLANS ARE TO BE REVIBUED BY THE CONTRAGTOR/BUILDER sTRur-TION TO ENSURE ACCURACY ON�SIITE REBOE VISIONS ONS ARE THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER B'-3" a. -Oil S'-3" 24'—&" A 5 y ANDERSEN WINDOWS ARCHITECTURAL GRADE ROOF SHINGLES SHAKE SHINGLES FREIZE BOARDS AND TRIMS TO BE CONFIRMED 10" SQUARE COLUMNS AT PORCH N O to N Q w Q (v 4 (L QM q V > PULL DORMERS FORWARD FOR La z O PROPER CLEARANCE OF TRIM/SHINGLES IJ a BELOW WINDOW BASED ON SELECTED d) cl Q O WINDOW R.O. AS NECESSARY z O 12" KNEEWALL AT SECOND FLOORLa j EXTERIOR SIDE WALLS F wJ 12 4 1!! z 16 ��4 'lI Q zd) 0 FRAILI SECF 1� ❑❑ TRFRAMING 1:1MPOSITE DECKING ❑El� ❑ ❑❑ �E]❑ IF REQUIRED BY ODE WITH FINAL GRADE s m I� 0 Z Q 4 U O O (V 12 g'TALL GARAGE DOORS 13 ^' u o UK>1- az°n � LEFT SIDE ELEVATION. THESE PLANS ARE TO BE REVIEWED BY THE CONTRACTOR/BUILDER BEFORE CONSTRUCTION TO ENSURE ACCURACY ONSITE REVISIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER A ANDERSEN WINDOWS ARCHITECTURAL GRADE ROOF SHINGLES SHAKE SHINGLES 6� FREIZE BOARDS AND TRIMS TO BE CONFIRMED ' 10" SQUARE COLUMNS AT PORCH O La N Q W n w Q � = p 4 PULL DORMERS FORWARD FOR PROPER CLEARANCE OF TRIM/SHINGLES 2 (If0. BELOW WINDOW BASED ON SELECTED I� WINDOW R.O. AS NECESSARY x O d 12" KNEEWALL AT SECOND FLOOR FM ® La w bCTERIOR SIDE WALLS 4ld 12 19 20 Z kU 4� 3 � 4 OC � L] � CA N N Z_ AQ u PRESSURE TREATED FRAMING ., 111 Q_, SIDE EIVAT:li�T"J. _._...�..,__.�r_...__._..._ COMPOSITE,.DECKING _._ ._.._. _ r..O.z 3 - - RIGHT Fu VIM- (L Q 10 �� z oV �x cl a THESE PLANS ARE TO BE REVIEWED BY THE CONTRACTOR/BUILDER BEFORE CONSTRUCTION TO ENSURE ACCURACY ONSITE REVISIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER ;f, a" tea :. y -� n'G-' •* �,.k fF .•`C.t}•° A.; 3,j' 4.?:"k;'C- .rt §•'.. ^r'. A T r'r ISf., •+4�;F« -y�Mt,� :{I, ,.trr+•s a y� ..t .• .. < '�. ... _.,",. ., t JA .: ,�+ .. ,r "'�' I �.r: 1 �,.,Cwa r�i9 ,.a ., ,.. �j.cr .:.+"''� .h _r..'•,a A+ Y<.C. R. �.Ip`_/ - •. 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T1•-IROUCGH-0.UT 2 X 10 PRESSURE TREATED JOISTS AT lfc" O.C. mm� N O W d3 Q W I L1 OC • o m 8 o t= x' re x �e xe co e xe Q Q x ]K Q / a z EE 11 10 ev a/ �® as U IL 0 D _2 BE E E? &EE -?e III, it e O ° TURN JOISTS ui 4 o F $ AT FIREPLACE tU W ui ° BUMP-OUT F- % d > > 41 p� IL Q M 0 a. FIRS' FLOOR FRAMING PLAIN R502.3 ALLOWABLE FLOOR JOIST SPANS SPANS FOR FLOOR JOISTS SHALL 5E IN ACCORADANCE 2 X 10 PRESSURE TREATED JOISTS AT W' O.C. WITH TABLES R502.3.1(1) AND R502.3.1(2) OR UTILIZE THE - AMERICAN WOOD COUNCIL (AWC) MAXIMUM SPAN CALCULATOR FOR WOOD JOISTS 4 RAFTERS F2 6ECOND FLOOR FRAMING FLAN ol k R502.3 ALLOWABLE FLOOR JOIST SPANS g 8 VAULTED SPANS FOR FLOOR JOISTS SHALL BE IN ACCORADANCE MASTER WITH TABLES R502,3.1(1) AND R502.3.1(2) OR UTILIZE THE o BEDROOM AMERICAN WOOD COUNCIL (AWC) MAXIMUM SPAN _ CALCULATOR FOR WOOD JOISTS 4 RAFTERS 4 Y V , A W z nnJ 1{- {L _ - z z Q � O z w w U � 0 N z_ F °w m J J -- --- --- --- -- --- --- -l- --- -.. --- --- --- Q � N O zQQ cl F ~q 3 F u9 > aoMu' --- --- --- --- - --- 2 X 10 SECOND FLOOR JOISTS AT 16" O.G. THROUGH-OUT �3 R802,4 ALLOWABLE CEILING JOIST SPANS SPANS FOR CEILING JOISTS SHALL 15E IN ACCORADANCE WITH TABLES R802.4(1) AND R802.4(2) OR UTILIZE THE AMERICAN WOOD COUNCIL (AWC) MAXIMUM SPAN N CALCULATOR FOR WOOD JOISTS t RAFTERS ° 8 ui N 4 W Q tY Q Q p ? ' 6'WALL HEIGHTLa O FULL HEIGHT CEILING LINE nn'' Q 3 z � H H U Q J F Al le TOO -p VJ ' O FULL HEIGHT CEILING LINE —1 La V 0 U 6 � � 6 LL I(,'WALL HEIGHT b'WALL HEIGHT n W O w 3 X N (L 0 cn U 3 , 2 X 10 CEILING JOISTS AT lro° O.C. THROUGH-OUT CEILING JOIST PLAN 2 x 10 RAFTERS AT RSOZ5 ALLOWABLE RAFTER SPANS F4 16" O.C. THROUGH-OUT SPANS FOR RAFTERS SHALL BE IN ACCORADANCE WITH TABLES R602.5,10) AND Ra02,5,1(8) OR UTILIZE THE AMERICAN WOOD COUNCIL (AWC) MAXIMUM SPAN CALCULATOR FOR WOOD JOISTS 4.RAFTERS n 0 8 1/2" cox PLYWOOD SHEATHING GAF OR EQUIVALENT 30YR ROOF SHINGLES Q a • 2 X12 RIDGE 4 VALLEYS - CORAVENT RIDGE VENT 4 a ADD CRICKET AS — NEEDED WHERE ROOFS .INTERSECT m z °a a a a z a ui O= 4F z O z _ = wO U U to O � d d m lu O IL = Qa Qlu QC QL � aww O O r x X w9d � a 771 PULL DORMER FORWARD FOR PROPER CLEARANCE OF TRIM/SHINGLES BELOW WINDOW BASED ON SELECTED WINDOW R.O.AS NECESSARY QU m� ROOF FRAMING FLAN PULL DORMER FORWARD FOR PROPER CLEARANCE OF TRIM/SHMGLES BELOW WINDOW BASED ON SELECTED WINDOW R.O.Ab NECESSARY R502,3 ALLOWABLE FLOOR JOIST SPANS R802,4 ALLOWABLE CEILING JOIST SPANS SPANS FOR FLOOR JOISTS SHALL BE IN ACCORADANCE SPANS FOR CEILING JOISTS SHALL BE IN ACCORADANCE WITH TABLES R5023.10) AND R502,3.1(2) OR UTILIZE THE WITH TABLES R802.40) AND Ra02,4(2) OR UTILIZE THE AMERICAN WOOD COUNCIL (AWC) MAXIMUM SPAN AMERICAN WOOD COUNCIL (AWC) MAXIMUM SPAN � CALCULATOR FOR WOOD JOISTS 4 RAFTERS CALCULATOR FOR WOOD JOISTS 4 RAFTERS 0 R&02.5 ALLOWABLE RAFTER SPANS e SPANS FOR RAFTERS SHALL BE IN ACCORADANCE o � WITH TABLES R802.5.1(1) AND R802.5.1(8) OR UTILIZE THE AMERICAN WOOD COUNCIL (AWC) MAXIMUM SPAN Q o CALCULATOR FOR WOOD JOISTS 4 RAFTERS " • NOTE: THE SIZE, HEIGHT AND SPACING OF STUDS RAFTERS AT 16" O.C. PER MA CODE-SEE FRAMING PLANS 1/2" COX PLYWOOD SHEATHING j a SHALL BE IN ACCORANCE WITH TABLE R6023,(5). GAF OR EQUIVALENT 30YR ROOF SHINGLES iol / 2 X12 RIDGE s VALLEYS ff I/ CORAVENT RIDGE VENT INSULATION AS PER RESCHECK 2 X 10 CEILING JOISTS - PER MA CODE-SEE FRAMING PLANS ATTIC ALUMINUM GUTTERS AND DOWNSPOUTS Q d n - z --- -OC O U ®® LOFT WIC " N � N OFFICE z C O n AREA q Q u � o a� —- 2X6 STUDS AT 16" O.C. UNLESS OTHERWISE NOTED ON PLANS IY 1/2" COX PLYWOOD SHEATHING INSULATION AS PER RESCHECK GREAT ROOM U. 1/2" BLUEBOARD WITH SKIM COAT PLASTER 0 ►- 2-2XIO HEADERS z cl 2-2X4 TOP PLATES Ijj H F VINYL SHAKE SIDING w � 14 15 F Q - — ua > INSULATION AS PER RESCHECK a O z ;.; :.; 2 X 10 JOISTS AT 16" O.C, ap w c ane `. 2X4 BOTTOM PLATE 3/4" TtG PLYWOOD SUB FLOOR 4a AQ CROSS SECTION 2X6 SPRUCE SILL 2X6 PRESSURE TREATED SILL 10" CONCRETE FOUNDATION WITH 24" X 12" PERIMETER FOOTING AND 4" CONCRETE SLAB FLOOR THESE PLANS HAVE BEEN PREPARED BY A DESIGN SERVICE AND NOT AN ARCHITECTURAL OR ENGINEERING FIRM ANDERSEN WINDOWS -IMPACT RESISTANCE GLASS AS REQUIRED ANY ENGINEERING REQUIRED IS THE RESPONSIBILITY OF THE OWNER/BUILDER ARCHITECTURAL GRADE ROOF SHINGLES PLANS ARE TO BE REVIEWED BY THE CONTRACTOR/BUILDER SHAKE SHINGLES BEFORE CONSTRUCTION TO ENSURE ACCURACY FREIZE BOARDS AND TRIMS TO BE CONFIRMED ONSITE REVISIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER 10" SQUARE COLUMNS AT PORCH BASED ON ANDERSEN 400 SERIES DOUBLE HUNG WINDOWS WITH PG PERFORMANCE UPGRADE-CONFIRM ROUGH OPENINGS WITH CHOSEN PRODUCT SERIES PRIOR TO FRAMING w SYMBOL QUAN. MODEL A SIZE UNIT DESCRIPTION GRILL five 'PATTERN ROUGH OPENING 1 1 3' O" FRONT DOOR W/12" RIGHT SIDELITE 2X6 STYLE TBD TBD 4' 3 3/4" X 6' 10 1/2" 2 1 TWI8410 2X6 TILT WASH DOUBLE HUNG 4 OVER 4 1' 10 1/8" X 5' 0 1/8" 3 1 TWIS410-2 2X6 TILT WASH DOUBLE HUNG MULLION 4 OVER 4 3' 8 1/4" X 5' 0 1/8" 6' 4 I TWI8410 2X6 TILT WASH DOUBLE HUNG 4 OVER 4 1' 10 1/8" X 5' O 1/8" 8 5 1 TW28410 2X6 TILT WASH DOUBLE HUNG 6 OVER 6 2' 10 1/8" X 5' 0 1/8" 0 N W 6 I TW28410 2X6 TILT WASH DOUBLE HUNG 6 OVER fo 2' 10 1/8" X 5' O 1/8" 0 1 C25 OR SHORTER 2X6 DOUBLE CASEMENT COLONIAL 4' O 1/2" X 5' O 3/8" - 8 2X6 FRENCHWOOD GLIDING DOOR COLONIAL 6' O" X fo' 8" Q Q i FWG6O68-CONFIRM SLIDE DIRECTION cl 9 I TW28410 2X6 TILT WASH DOUBLE HUNG 6 OVER 6 2' 10 1/8" X 5' 0 1/8" 10 1 TW28410 2X6 TILT WASH DOUBLE HUNG 6 OVER 6 2' 10 1/8" X 5' O 1/8" m 8 11 1 TW18310 TEMPERED 2X6 TILT WASH DOUBLE HUNG 4 OVER 4 1' 10 1/8" X 4' O 1/&" a 12 9' X 8' GARAGE DOOR TBD 5' X 8' FINISHED OPENING aUU w- a 1 GARAGE DOOR TBD 2X6 �i p Q 13 1 GARAGE DOOR TBD 2X6 S' X 8' GARAGE DOOR TBD 9' X 8' FINISHED OPENING 14 1 TW28410 2X6 TILT WASH DOUBLE HUNG 6 OVER 6 2` 10 1/8" X 5' 0 1/8" 15 1 TW28410 2X6 TILT WASH DOUBLE HUNG 6 OVER 6 2' 10 1/8" X 5' 0 1/8" 16 1 TW2846-2 2X6 TILT WASH DOUBLE HUNG MULLION 6 OVER 6 5'�8 1/4" X 4' 8 1/8" IZ 1 A221 2X6 DOUBLE AWNING COLONIAL 4' O I/2" X 2' O 5/8" 18 I TW2846-2 2X6 TILT WASH DOUBLE HUNG MULLION 6 OVER 6 5' 8 1/4" X 4' 8 1/6" 4 19 1 A21 2X6 AWNING COLONIAL 2' 0 5/8" X 2' O 5/8" U 20 I A21 2X6 AWNING COLONIAL 2' 0 5/8" X 2' 0 5/5" Z Q0 "q 21 1 TW2846 2X6 TILT WASH DOUBLE HUNG 6 OVER 6 2' 10 1/6" X 4' 8 1/5" 0 z 0 22 1 TW2846 2X6 TILT WASH DOUBLE HUNG 6 OVER fo 2' 10 1/8" X 4' 8 1/8" 23 1 TW28310 TEMPERED 2X6 TILT WASH DOUBLE HUNG 6 OVER 6 2' 10 1/8" X 4' 0 1/8" 24 1 2' 8" X 6' S" DOOR-FIRE DOOR 2X6 20 MINUTE FIRE STYLE TBD TBD 2' 10 1/4" X 6' 10 1/2" PRE-MANUFACTURED RIDGE VENT FOLDS ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE N VENTILATION CHANNEL OVER RIDGE TO RIDGE CAP OF SAME � VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA �Q AS REQUIRED CONFORM TO SLOPE MATERIAL AS ROOFING r+ OF THE SPACE VENTILATED. O OF ROOF NAILED TO SHEATHING z p MAINTAIN KEEP SHEATHING MIN. 1-1/2 \ THROUGH VENT 7 `Z Q FROM PEAK TO ALLOW FREE U O L VENTILATION -i F- W ui AIR PASSAGE _ INSTALLATION AND F Q RAFTERS FLASHING AS PER F MANUFACTURER'S > INSTRUCTIONS 'O 1�1i Z 2x4 BLOCKING Op U GUTTER C8" FASCIA) RIDGE 2x8 VENT DETAIL ROOF/ATTIC VENTILATION CALLS VENTED ALUM. SOFFIT MIN, 18 50. FT, (2566/150 = 11.10) VENTILATION AREA REQUIRED VENTILATION PROVIDED 10 FEET OF RIDGE VENT X 2" = 11 SQ. FT. OF VENTILATION ROOF VENTILATION SOFFITED E AVE DETAIL 92 FEET OF SOFFIT VENT X 6" - 46 SQ. FT OF VENTILATION TOTAL = 51 SQ. FT. 19-0136 - 28 LOCUS DATA � 87. F QE��pF � � � � �� 2 � CURRENT OWNER WEAVER ROAD PINE ST.Q�p ��� I . ' �o TRUST. �o 'O PLAN REFERENCE NO RECORD PLAN 00 p�G,c� qLF / LOCUS i / 76 �+� p fit• �s'� �,p� N DEED REFERENCE -32471-171 (o / ��' m Q � Q J � CRAIGVILLE BEAC�15• ZONING DISTRICT RC 20'/10'/10' 1 4 /�� Q� /V 2 NANTUCKET SOUND LOCUS MAP FLOOD ZONE ,,X„ "AE"-EL 12 1 �o 20? NOT TO SCALE: 5' RIVERBAI�VK' ASSESSORS . MAP 207 \ 1 w PARCEL 084 / \ r BENCHMARK OVERLAY DISTRICT S.W.E.P, �\ o� � 5 � -2 �� ' END OF STATE /� .1 „ E�%�Z � BOUND 21.78 LOT AREA 39,806f S.F. .p, o. TE s / i E . / \ COASTAL. BAD ONE PE �- _ 12-- WF-\-7� / ,/ /- E� 0 OQ -13 li / / � � . 14� So SI TE 8c SEWAGE REPAIR PLAN ��,, �� OF S�p,NK r _13 /� -_ - 54' r I I / �pP �Or 4 r PROPOS j 40.8� I I 1 / 2 I #36 � oS // IEL 8 4 i WEA VER ROA D c�' °° P� 15 39,806f S.F. N �� ED qA CEN TER VI LLE,_ MASS O wF is. �1 / A K U I P OPOSED I ;#1 0 I 3 (BEDROOM / I DATE: DECEMBER 27, 2019 \^`� �WELLINc r FE-28.0 - TH 4 I / \ i FO #. F 7..0 _ 4.8 T OWNER/APPLICANT: ..L _ / 20 9 ' / - LA 1s.2 2- — c4,1 DON PATCHIN ( ��� vFFS�� 21�4(y ,� / �GAR\ 38 WEAVER ROAD Q ° P _,2kB v CENTERVILLE, MA 02632 �� ?S to RO 508— 221 - 1467 8.� i R AY' I I / N I N I SHEET 1 OF 3 , �� = — _ -29 PREPARED BY: PROPOSED _�— 3_ � _ I STRAW WATTLES --�� �. \\\ / / / ( EAS SURVEY, INC. P. 0. BOX 1729 S890 5893, � I I 30 45 60. 8so �o,, / / r SANDWICH , MA 02563 � R9So• CELL (508) 527-3600 GRAPHIC SCALE: CONCRETE EAASEMESEMENT E . 1 INCH = 30 FEET / EAS.SURVEY@YAHOO:COM BOUND FOUND \ SYSTEM DESIGN. TOP OF FOUNDATION RAISE COVERS TO WITHIN 6" OF FINISH GRADE ELEV. 27.0 DESIGN FLOW FIRST 2' LEVEL RAISE ONE. _3 BEDROOMS AT 110 GPB/D 3-30 GPD FINISH GRADE FINISH GRADE RISER TO WITHIN 6" -- ELEV. 24.8 ELEV. 23.0 FINISH GRADE OF FINISH GRADE l*� //O //�` - ELEV. 22.0 GROUND ELEVATION 21.0 TOP _ ///� /�� ,�// REQUIRED SEPTIC TANK 3.0' MAX FILTER FABRIC OR TOP ELEV 19.0 - 2" MIN 1/8"-1/4" ___330 x_2__ _ ____66,0 GAL. PROPOSED .4" PVC SCH 40 CAS= 0 ---- 4 PVC SCH�04G 6'®S=0.02 O 00 OO o 0 0 00 00 o DOUBLE WASHED SEPTIC TANK PROVIDED = 1500 GAL. 20 CAS - 0.04 _ 2 MIN-3 MAX O O O o o 00 O O GI PEA STONE • • INV.- INV.= 20.$6 20.00 10"TEE 14"TEE INV•= 0 00 00 0 0 00 3/4" DOUBLE SIZE OF LEACHING FACILITY REQUIRED 19.80 6" 00.00 0 0 00 00 GAS BAFFLE 3 OUTLET WASHED STONE DESIGN PERC RATE <2 MIN./INCH 'n 4'-1" LIQUID LEVEL H-20 D-BO TWO 5'=0"x8'-6"x3'-0" H-20 CHAMBERS LONG TERM APPL. RATE-2•74-GPD/S.F. INV.=18.29 INV.=18.0 • ci S.A.S. (13 x 25') > w SIZE OF LEACHING SYSTEM PROVIDED: INV.=18.12 - a "TEE" REQ' 0 16.0 • •t. o - = 446 S.F. MIN. REQ. BOTTOM . 330 0.74 SF/GPD ____ 15.46 CONSTRUCTION NOTES: ^ TEST PIT #4 PROPOSED 1,500 GALLON SEPTIC USING 2 CHAMBERS WITH 4' STONE AROUND TANK SET ON LEVEL STABLE BASE -ELEV 9.0 NO G.WATER ENCOUNTERED 1. CONTRACTORS / INSTALLERS SHALL VERIFY. GRADES AND ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING SIDEWALL = 2(13+25') x 2 = 152 S.F. = - S.F. WORK ON THE SITE. BOTTOM - 13 x 25 - 32 5 S 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE TOTAL LEACHING AREA = 477 S.F. WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 477 S.F x 0.74 = 353 GPD IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE :AUTHORITY. ,� 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING 353 GPD PROV > 330 GPD REQ. = 23 GPD RES. SITE & SEWAGE MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND NO (GARBAGE DISPOSAL / GRINDER ALLOWED) S.A.S. AREA IS PROHIBITED REPAIR QPLAN #JCS GENERAL NOTES: WL V L R RO�D 1• ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. DATUM: IN 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE C E N TE f p\VI LLE MASS ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING VERTICAL DATUM: TOWN OF BARNSTABLE, GIs ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE BENCH MARK USED: TOP OF CONCRETE BOUND DATE: DECEMBER 27, 2019 CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE ELEVATION 21.78 UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY MUST WITHSTAND H-20 LOADING OWNER APPLICANT: 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. D 0 N P A TC H I N 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 38 WEAVER ROAD 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. CEN TER VI LLE, MA 02632 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE 508- 221 - 1 46 7 THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. :SHEET 2 OF 3 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT" ELEVATION OF THE OUTLET PIPE. PREPARED BY: 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES ��p�v� q 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS �' DAVID E A S SURVEY INC. BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC BOX , 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND c�i F AH JSHALL BE . P. O. BOX 1729 FIRST TWO SLOPED OUT OF THECH PDISTR DISTRIBUTION BOX WHICH SHALL ER FOOT MIN. EXCEPT FOR THE 0 1 11 SANDWICH , MA 02563 BE `EVE` E 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION SgNiTAR' TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW 19 AND APPROVAL. CELL (508) 527-3600 13. MAGNETIC TAPE OVER ALL SEPTIC COMPONENTS. 14, r'ZEKotllg C-yt-s•vo-LGI $ffP Zle-SYSZCE.�I PELLTI ALE j. EAS.SU R VEY@YAH OO.COM P# 19 . 182 CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL D.T.H. #1 > D.T.H. #2 D.T.H. #3 D.T.H. #4 PROTECTION TO CONDUCT SOIL EVALUATIONS DATE: OCT. 30, 2019 DATE: OCT. 30, 2019 DATE: OCT. 30, 2019 DATE: OCT. 30, 2019 AND THAT THE RESULTS OF MY SOIL GROUND ELEV. 23.4 GROUND ELEV. 22.9 GROUND ELEV. 22.0 GROUND ELEV. 21.0 EVALUATION ARE ACCURATE AND IN NO GROUNDWATER NO GROUNDWATER NO GROUNDWATER NO GROUNDWATER ACCORDA E ITH. 0 R .100 THROUGH 15.107 A 7LOAM A A __ _ LOAMY SAND SAND LOAMY SAND LOAMY SAND DA STO CERT IED SOIL EVALUATOR 10YR 4/3 6" 4/3 8 10YR 4/3 8 10YR 4/3 6 B B B B LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND 7.5YR 5/6 7.5YR 5/6 7.5YR 5/6 7.5YR 5/6 " 24„ ELEV = 21.6 �2" ELEV = 20.9 24' ELEV 19.8 26 ELEV = 19.0 64" 48" PERC C C C C ASSUMED COARSE SAND COARSE SAND COARSE SAND COARSE SAND 2.5Y 7/6 2.5Y 7/6 2.5Y 7/6 2.5Y 1/6. SITE & SEWAGE NO G.WATER ., NO G.WATER NO G.WATER N0 G.WATER „ 126 126 144 - 144 REPAIR PLAN ELEV=12.9 ELEV =12.4 ELEV =10.0 ELEV = 9.0 #JS B.O.H. B.O.H. B.O.H. B.O.H. DAVE STANTON DAVE STANTON DAVE STANTON DAVE STANTON Vl/EA VCR ROAD SOIL EVALUATOR. SOIL EVALUATOR. SOIL EVALUATOR. SOIL EVALUATOR. ED. STONE ED. STONE ED. STONE ED. STONE IN BACKHOE OPERATOR. BACKHOE OPERATOR. BACKHOE OPERATOR. BACKHOE OPERATOR. JOEY DeBARROS JOEY DeBARROS JOEY DeBARROS I JOEY DeBARROS C E N TE R VI L L E, MASS SOIL TYPE: 1 SOIL TYPE: 1 SOIL TYPE: 1_ SOIL TYPE: t PERC RATE: <2 MIN. PER INCH PERC RATE: <2 MIN. PER INCH PERC RATE: <2 MIN. PER INCH PERC RATE: <2 MIN. PER INCH DATE: DECEMBER 23, 2019 LOADING RATE: 074 GAL/SF/MIN LOADING RATE: 0_74_GAL/SF/MIN LOADING RATE: 0:74 GAL/SF/MIN LOADING RATE: 0_74 GAL/SF/MIN OWNER/APPLICANT: DON PATCHIN 38 WEAVER ROAD CENTERVILLE, MA 02632 °TM #1 0 INDICATESHOL DEEP TEST508- 221 - 1467 SHEET 3 OF 3 P-1 64" PERC TEST PREPARED BY: ��� DAVID NO MOTTLING EAS SURVEY, INC. F H NO WEEPING 0. 1 �� 144" INDICATES ADJ. GROUNDWATER P. O. BOX 1729 INDICATES OBS. GROUNDWATER SANDWICH , MA 02563 �sTE�° SANIT R�PN �9 CELL (508) 527-3600 EAS.SU R VEY®YAH OO.COM i HEREBY CERTIFY THAT THE LOT SHOWN AND THE BUILDING THEREON CONFORM TO 0y 87.7 a ZONING BY-LAW WITH REGARD TO DIMENSIONAL ����o�Rj �� 1 ?02'•F REQUIREMENTS AND ANR PLAN AS RECORDED. F Q � EDWARD A rn. STONE 76>2 �J NO.2980 > EXISTING CULVERT i o 4 BUILDING r � � � � 8''7 • mj/� 2' DEP 205' TO RIVERBANK \/ ' \ 2 E o.moo NO V 16 2020 WF -3 � \ IN, \ / �o� ToWNOFBA \\ \ BENCHMARK RNSTgBL \ 5 F-2 \ \ CONCRETE \ 6 �� \� END OF STATE EL�12 BOUND 21.78 \ L 02 , COASTAL BANK "PEA X 19-0136 W F-1 \ � o ............ �ZOON �pNE 5FOUNDATION / � - 1 '. SiOO• ,9, 58.9AS— BUILT P � #38 PSZ PL 0 _2 CE WE VER ROAD P�°S ,5 P A R8 st S.F8 4 I Q II N �o �E� I O I CENTERVILLE, MASS °�FF�R �s�s NEW FND. 5� WALL / DATE: NOVEMBER 2, 2020 �---� � � TOP 27.2 / 20 42/1'NEW ' GARAGE DON PATCH I N ryo� v�F�,�S' �<<s 89. �� SLAB/ I 38 WEAVER ROAD �Q' 100 ��,P�° �6204 WALLS W CENTERVILLE, MA 02632 � � / 34.,' 508- 221 -1467 82• % N 1 PREPARED BY: ____ S SURVEYINC. — 29 E A , INC P. O. BOX 1729 s S8 M 6 3 0 30 45 60 a906 9 LJJ SANDWICH , A 025 0•, o � / / ��� CELL (508) 527-3600 GRAPHIC SCALE: � EXISTING �950" EAS.SURVEY@YAHOO.COM 1 INCH = 30 FEET CONCRETE EASEMENT BOUND FOUND