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Home My WebLink About0128 CONNEMARA CIRCLE .�.. � _ _ _- r ., Town of Barnstable_ Building ,Post This:Card So That it is Visible From the Street Approved Plans Must be Retained on Job and this Card Must be Kept rl, Posted Until Final ln„spection Has Beeri Made: ;Y=' c „ems Where'a,.Certificate of Occupancy is Required,such Building shall Notbe Occupied until a Final Inspection has been,made it Permit No. B-19-2219 Applicant Name: KENNEY BUILDERS INC. Approvals Date Issued: 07/16/2019 Current Use: Structure_ Permit Type: Building-Addition/Alteration-Residential Expiration Date: 01/16/2020 Foundatior�cj�C�/Z��9 1@itA Location: 128 CONNEMARA CIRCLE, HYANNIS Map/lot: 290,148 Zoning,District: RB Sheathing q(L r X6 Owner on Record: 1ENNINGS;DONNA M Contractor Name: KENNEY BUILDERS INC. Framing: 1 Address: 128 CONNEMARA CIR "3 Contractor-License: ,181256 2 HYANNIS, MA 02601 - - Est "Project Cost: $49,000.00 Chimney: Description: New.Attached 24 x 26 Garage Permit Fee: $299.90 t Insulation: REVIEWERS NOTE:AS BUILT REQUIRED. MAINTAIN FIRE. ` Fee Paid; $299.90 Final: SEPARATION BETWEEN HOUSE AND GARAGE: PULL DOWN MUST `Date:• 7/16/2019 BE FIRE RATED. RMCK Plumbing/Gas Rough Plumbing: , Project Review Req: ` Building Official s Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and theaapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials-are-provided on thisPermit. 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 Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 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). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �tHE Application Number......... ...�. ... ...... .... BUII-DING DEP MASS. t Permit Fee.... '�'....�_I q..�.V...... Other Fee........................ a639� ,�' JUL 1,1 2019 - .`�a a� - i-A [ Fee Paid.................................................. i TOWN OF BARNSTABLE Permit Approval by...:../. �........On......... lb BUILDING PERMIT I)q 0 q,i Map. ....................................Parcel......I... ....... ..................... APPLICATION Section 1 — Owner's Information and Project Location Project Address � �j �,h c �e. Village J e . Owners Name I )v ill A N 'IA.) .s Owners Legal Address J°� o Av A) r. /9 r A C t �e/I f_ City s State Zip Owners Cell# _S®:87^ 7 7(o> l��i E-mail Section 2 —Use of Structure - Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 = Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler System Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description ew f o 11e,0 C; H 4 T. Application Number................ ................................... Section 5—'Detail Cost of Proposed Construction q 0o. S care Foo a of-Project P q_ � Age of Structure Dig Safe Number # Of Bedrooms Existing Total'#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method, 2-MA Checklist ❑ WFCM Checklist.❑ Design Section 6-Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas s ❑ Fire Suppression ❑ Heating System ❑" Masonry Chimney ❑Add/relocate bedroom Water Supply ff Public ❑ Private Sewage Disposal ❑ Municipal R u ' On Site Historic District '❑ Hyannis Historic District ❑ Old Kings Highway 9 Debris Disposal Facility: Lam using a crane ❑ Yes.2No Section 7 Flood Zone tvov Flood Zone Designation 6f o c� k �i 1 Q Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8 Zoning Information s Zoning District Proposed Use Lot Area Sq. Ft. j 0 /3 a Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required A O Proposed x3 J Rear Yard Required l a Proposed � i Side-Yard Required` 10.' :4 Proposed /a Has this property had relief from the Zoning Board in the past? ❑ Yes No i act„mlatM- 11/1 IMM Q y OmerGo Apr AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' R) Check Compliance 1 A SCOPE 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) Z stories s 2 stories RoofPitch ...........................................................................(Fig 2) .......................................... 512:12 ✓ MeanRoof Height ..............................................................(Fig 2)................................................ ft s 33' Building Width,W ..............................................................(Fig 3).......................... .. ft s 89 Building,Length,L ..............................................................(Fig 3)............................................ ft 5 80' Building Aspect Ratio(L/W)...............................................(Fig 4)................................................. s 3:1 b", Nominal Height of Tallest Opening2...................................(Fig 4)............................................. s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)................................................................ 2.1 FOUNDATION Foundation.Walls meeting requirements of 780 CMR 5404.1 / Concrete.............................................................................................................................. / ConcreteMasonry.................................................................................................................................... �1 jd► 2.2 ANCHORAGE TO FOUNDATION''3 r 5/8"Anchor Botts imbedded or 5/8"Proprietary Mechanical Anchors as an aftemative.in concrete o 4 in. �✓, Bolt ........ Spacing-general................................. (Table 4)........................ Bolt Spacing from endrJjoint of plate ............................(Fig 5).................................... in,s 6 -12" Bolt Embedment-concrete........................................(Fig 5).................................... in.a 7" Soft Embedment-masonry........................................(Fig 5)........................................... in.a 15" M& PlateWasher...............................................................(Fig 5)..............................................a 3"x 3"x'/4" 3.1 FLOORS 1�1®ram b l<e" � Floor framing member spans checked ..............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension..................................(Fig 6)................................................. IZ.ff s lr Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................ .............. It.• Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7)....................................................Lit s d - /ti Maximum Cantilevered Floor Joists Supporting Loodbearing Walls or Shearwall...............(Fig 8)...................................................b ft s d FloorBracing at Endwalls...................................................(Fig 9)................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).........,............... . . . Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55).. —�.......,... Floor Sheathing Fastening.................................................(:able 2)..Ls d nails at _kin edge/ts, in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... 2 it s 1a ✓ Non-Loadbearing walls................................................(Fig 10 and Table 5)............................V ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................1 i in.s 24"o.c. WallStory Offsets ........................................................(Figs 7&8)........................................... ft S d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x b - It C in. Non-Loadbearing walls................................................(Table 5)..............................2x - ft G in. Gable End Wall Bracing' ✓ FullHeight Endwall Studs............................................(Fig 10).................................................................. WSPAttic Floor length...............................................(Fig 11).............................................. ft=W/3 . Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................._ft z 0.9W and 2 x 4 Continuous lateral Brace @ 6 ft.o.c. ..(Fig 11).............................. ............................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length .........................................................(Fig 13 and Table 6)..................................... & ft Splice Connection(no.of 16d common nails).............(Table 6)......................................................... /-/ f A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(180 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7).......................-----.....--- ................. Z Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(fable 8)............---:.......------i...... ................ .... �. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) `S HeaderSpans ........................................................(Table 9).................................. (r ft in.5 11, Sill Plate Spans ...................................(Table 9).................:.............-- ft_in.s 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...... ......................................................(Table 9).................................._k ft'in.s 12, SillPlate Spans...........................................................(fable 9)..................................—ft—in.s 12" Full Height Studs(no.of studs)...................................(Table T........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W N Nominal Height of Tallest OpeningZ •....•••• E SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.........................................(Fable 10 or note 4 if less)....................... 41W in. ✓ Field Nail Spacing................................... (Table 10).................................................1 a in.�r ✓ Shear Connection(no.of 16d common nails)(Tabfe 10)........................................................ Percent FuM-Height Sheathing......................(Table 10).................................................... CA/co 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L >�g ✓ Nominal Height of Tallest Openin �....................................................................... 8 SheathingType:............................................(note 4)...................................................... '8" 71 Edge Nall Spacing (Table 11 or note 4 if less) 6 in. ✓ Field Nail Spacing......................................... able 11 in. Shear Connection(no.of 16d common nails)(Table 11)...................................................... Percent Full-Height Sheathing......................(Table 11).....................................................� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.................................................................................................I............................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............._ft s smaller of 2'or l./3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................ able 12 .....U- ff Lateral.............................................(Table 12).............................................L �plf Shear..............................................(Table 12).. .........................................S- plf plf Ridge Strap Connections,if collar ties not used per page 21... (fable 13)...............................T=� / Gable Rake Outlooker..........................................(Figure 20)............._ft s smaller of 2'or L/2 ✓ Truss or Rafter Connections at Non-Loadbearing Wails Proprietary Connectors Uplift................................................(Table 14)............................................U: lb. Ow- Lateral (no.of 16d common nails)..(fable 14).......................................L= lb. Roof Sheathing Type...................................................(per,780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness........................................... .............................................._,in.a 7/16"WSP RoofSheathing Fastening...........................................(Table 2).......................................................... Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5°/a 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. I� A WC Guide to Wood Construction in high Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 1 / ; / II 1/ I / 1 1 1r 1 1 1 1 j 1 1 WI :/ V6WPATr" Pon • PAM EM DOl�INL®Glfi Cdl�i�TA� Detail Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Ful-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 -MM THB EDGE burg OM baRA14MG u�ad glitiS ' Ah•9bc. /1 11 u 1/ • n � y /l tl ie i M N 11 1 11 11 // 11 11 e /1ri 1/ it g t /1 D // 9r W 1- �� u /1 1 � it n u v + n I li w 11 19 rl WLSPACNe 11 '� — —11 f v See 09WI on Next Page Vertical and Horizontal Nailing for Panel Attachment From: Chris Kenney kenneybuilders@gmail.com Subject: licences Date: April 25,2019 at 11:10 AM To: Larry and Fran Kenney kenbuild@comcast.net, Chris Kenney kenneybuilders9hotmail.com IF LJ 4 1 ' _s `_ t=o¢eaa��v.attt cr tr. uri :" � c'�C3rd,3f8uai�s^.�firtat-a��.lr�>$ST�;Ti3sids ; '�a.bt u�flcri'e'SGrv°i�§af. 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To: Page 2 of 2 2018-09-20 03:41:09 GMT+14 18668561376 From: IncomingFAXES IncomingFAXES Saco® CERTIFICATE OF LIABILITY INSURANCE °ATE`"'W°°A""Y' 09/19/2018 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(les)must be endorsed. If SUBROGATION 15 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 endorsemen s). PRODUCER "TACT Daniel Semblum COCHRANE& PORTER INSURANCE AGENCY P"o"; 781)943-1553 .ADDRESS, daniel.bernblum@renaissanceins.com 981 WORCESTER ST INSURER 3 AFFORDING COVERAGE NAIL B WELLESLEY MA 02482 INSURER A: AMERICAN ZURICH INSURANCE COMPANY 40142 INSURED INSURER S KENNEY BUILDERS INC INSURERC: INSURER D 603 WEST YARMOUTH ROAD INSURER E: WEST YARMOUTH MA 02673 NSURERF: COVERAGES CERTIFICATE NUMBER: 316031 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. ILTR TYPEOFINSURANCE ADDL U POL9CYNUMBER MPOLICYEFF POLICYEXP UNITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S CLAIMS-MADE OCCUR R NTt� PREMISE' 'aocc Ire S NED ExP(Any one person) S N/A PERSONAL It AOV INJURY S GEN1.AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE S POLICY❑PRO- JECT LOC PRODUCTS.COMPIOPAGG S OTHER: S AUTOMOBILE LIABILITY COMBINED SIN LeM S d_d t ANY AUTO BODILY INJURY(Per person) S ALL AUTOS OWNED AUT SCHEDULED N/A BODILY INJURY(Per atadeN) j NON-OWNED PROPERTY DAMAGE S HIREOAUTOS AUTOS Per accidem S UMBRELLA LIAO OCCUR EACH OCCURRENCE S EXCESSUAB HCLAIMS-MADE N/A AGGREGATE S DED I I RETENTION S S WORKERS COMPENSATION X STT TUTE ER AND EMPLOYERS•LIABILITY Y I N ANYPROPRIETORMARTNERIEXECUTIVE E.L.EACHACCIDENT S 500.000 A OFFICERIMEMBEREXCLUDED? I NIA1 WA NIA 6ZZUB8H33747618, 09/25/2018 09/25/2019 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 500,000 Wascfibe under DESCRIPTION OF OPERATIONS below E.L.DISEASE.POLICY LIMIT 3 500,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101.Additional Remarks Schedule,may be attached iTmore 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 atwww.mass.govllwd/workers-compensafon/investigationsi. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 1146 Route 28 AUTHORIZEDREPIIESEJTATIVE �,� C �Cr South YarmouthMA 02664 Daniel M.C y,CPCU,Vice President-Residual Market-WCRIBMA 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit:Bulders/Contractors!Electricians/Phunbers Applicant Information Please Print Letzibly Name(Business/Organization/Individual)' /• V o /dw iu e- Address: 603 ��✓/ /`1 ®G y City/State/Zip: IA � h Mot:1*1-/ fYid• 0&&hone#:. ��,O�-.3G Are you an employer?Check the appropriate box: Type of project(required); 1.RI am a employer with- 4. E] I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors . 2.0 I am a sole proprietor or.pariner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for mein any capacity. employees and have workers' [No workers'comp.insurance comp.insurances 9. ❑Building addition regdred.] ,5. We are a corporation.and its 10.❑Electrical repairs or additions 3.El officers have exercised their I am a homeowner doing allwork -11.0 Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑.Roof repairs ' insu ance required:]t c.152,§1(4),and we have no. A employees:[No workers' 13.❑Other �)al'� iC!i►7 comp,msara,ce required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowner;who submit this affidavit indicating they are doing all work and then hue outside comractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: C oc;A t v4 Yu t, Ye I. I IJ ,/e A i Policy#or Self''ins.Lic.#:. (o Zz es ,613 I-1,Y37 H 70 CC . Expiration Date C! Job Site Address: 12 CoN Af C�/ � i L'J City/state/Zip://A /V A.)—" Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. , I do hereby certify der e p ' a td1 ofperjury that the information provided above is true and correct. ell- Si ze Date: c/ Phone#: Official use only. Do not write in this area,to be completed by city,or town official 'City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk. 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and inchWing the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to constrict buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MC=L chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' , compensation policy,please call the Department at the-number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pennitllicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to barn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massa&usetts Department o€IndusUW Accidents Office of Investigations 600 Washington Street _ Balton,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFB Fax#617-'727-7749 Revised 4-24-07 wvw:muss.gov7dia . Application Number........................................... Section 9- Construction Supervisor Name s rjU e-) Telephone Number d - 3 6, Address E City A h State rie, Zip B L 73 License Number S `/ 9,5 License Type e S Expiration Date Contractors Email Cell # -;'Orr- 3 6 Iq 3 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 CMR1d the T wn of Barnstable.Attach a copy of your license. Signature . 4 Date Section 10—Home•Improvement Contractor Name Telephone Number Address City State Zip Registration Number / /'2 .S 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 re ed bY,780 Clot and th wn of Barnstable.Attach a copy of your H.I.C... ' Signature tZaJA1 Date P ! a Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code.. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date /0,, .Q p j Print Name Aj. t. ,� . � f 0-0e` Telephone Number E-mail permit to: Z ON e�1 �, rr:s ® I� CC l�� ' - Ce //'> Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ + For commercial work,please take your plans directly to the f re department for approval j Section 13— Owner's Authorization I, .) as Owner of the subject property hereby authorize �. -6 ! c to act on my behalf, in all matters relative to work authorized by this building permit application•for: (Address of job) Ls Signature of er date Print Name 4 ' Doc= 1 :382s254 10--29-2019 2:35 BARNSTABLE LAND COURT REGISTRY F?,^PNSTABLE Town of Barnstable TO'"'! rL ERA Zoning Board of Appeals Decision and Notice 19 OCT s_p P Variance No.2019-052-Jennings Section 240.11 Bulk Regulations In Residence B Zoning District To allow construction of a 2 car garage that encroaches into the setback at one corner approximately 2 feet Summary: Granted with Conditions Petitioner: Donna M.Jennings ".4 •--+ - t9 Property Address: 128 Connemara Circle, Hyannis,MA Assessor's Map/Parcel: 290/148 Zoning: Residence B (RB) Zoning District Hearing Date: September 25,2019 Recording Information: Certificate: C144880 Ca Background Donna M. Jennings petitioned for a Variance in accordance with Section 240-11.E — Bulk Regulations. The Petitioner proposed to construct a two-car garage approximately 8.1 feet from the property line and within the required 10 foot side yard setback. The subject property is located r at 128 Connemara Circle, Hyannis, MA as shown on Assessor's Map 290 as Parcel 148. It is located in the Residence B(RB)Zoning District. The subject property is a 15,213 square foot lot with frontage on Connemara Circle, north of Mitchell's Way in Hyannis. According to the Assessors Records, the property consists of a single family dwelling of 1,537 square feet of living area (3,074 gross square feet),. 3 bedrooms, constructed in 2009. The neighborhood consists of similar lots sizes. - Proposal 8 Hearing Summary Variance No. 2019-052 to construct a two-car garage approximately 8.1 feet from the property line and within the required 10 foot side yard setback was filed at the Town Clerks office and the office of the Zoning Board of Appeals on August 19, 2019. A Public Hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in_accordance with M.G.L. Chapter 40A. The hearing was opened on September 25, 2019 at which time the Board found to grant the variance subject to conditions. Board members deciding this appeal were: Alex Rodolakis, Herbert Bodensiek, Paul Pinard, Mark Hansen, and Bob Twiss. At the Nearing on September 25, 2019, Builder Chris Kenney represented the Petitioner. Also present were Donna Jennings and her husband, Jimmy. Mr. Kenney reviewed the proposed. project and explained the need for the garage. Both homeowners have jobs that require leaving the house at any hour and there is no safe street parking. The homeowners had been planning a one car garage that would be allowed as of right, but they needed a two-car garage. Only a small corner of the proposed garage encroaches into the setback due to the shape of.the lot. The Board Chair requested public comment. Leslie MacKerron, 120 Connemara Circle, submitted a letter of support..Patricia Lopes of 104 Connemara Circle spoke in favor of the Petition. Findings of Fact At the hearing on September 25, 2019, the Board voted and made the following findings of fact in Variance No. 2019-052 a request to construct a two car garage within the side setback: i. Owing to .circumstances related to soil conditions, shape, or topography of such land or structures and especially affecting such land or structures but. not affecting generally.the Town of Barnstable Planning and Development Department Decision Variance 2019-052—Jennings zoning district in which it is located. The Board found the lot was unique in shape and a challenge to construct the garage anywhere else. 2. A literal enforcement of the provisions of the zoning ordinance would involve substantial hardship, financial or otherwise to the petitioner. The Board found that it would be a hardship to the homeowners should the Petition be denied. 3. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. The Board found abutter support for this project. The vote to accept the findings was: AYE: Alex Rodolakis, Herbert Bodensiek, Paul Pinard, Mark Hansen,and Bob Twiss NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Variance No. 2019- 052 subject to the following conditions: 1. Special Permit No. 2019-052 is issued to Donna M. Jennings in order to construct a two- car garage approximately 8 feet 1 inch from the easterly property line where 10 feet is required. 2. The site development shall be constructed in substantial conformance with the plan entitled "Site Plan of#128 Connemara Circle, Hyannis, MA" prepared for Kenney Builders by Down Cape Engineering dated August12, 2019. 3. The reconstruction shall be in conformance with any applicable Board of Health and.Title V requirements. , 4. The above-described construction shall represent full build-out of the lot. No further additions or accessory structures shall be permitted without approval from the Board.. 5., This decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit. The rights authorized by this variance must be exercised within one year, unless extended. The vote was: . AYE: Alex Rodolakis, Herbert Bodensiek, Paul Pinard, Mark Hansen,and Bob Twiss NAY: None Ordered Variance No. 2019-052, a request to construct a`two-car garage within the side setback has been . granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. Alex lakis; Chair Date igned.. F +, 'To.,,n of Barnstable Planning and Development Department Decision Variance 2019-052—Jennings I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts,hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal.of the decision has been filed in the office of the Town Clerk. Signed and sealed this ` day of ©C rQSit't under the pains and ptgalwes us"" perjury. 01�.• ' � • ' •�B Ann Quirk, Town Clerk v.•. Y i c� w :W O } Q A. .. BAR[STABLE COUNTY REGISTRY OF DEEDS • A TRUE COPY,.ATTEQ-T < z�. JOHN P.ME[ JE REGISTER_ 71 • BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register 3 Doc= 1s382Y254 1U-29-2U19 2=35 ` BARNSTABLE LAND COURT REGISTRY ' 8,;RNSraBLE Town of Barnstable CLERK Zoning Board of Appeals Decision and Notice 19 OCT -g j' Variance No.2019-052-Jennings == Section 240.11 Bulk Regulations In Residence B Zoning District To allow construction of a 2 car garage that encroaches into the setback at one corner approximately 2 feet Summary: Granted with Conditions Petitioner: Donna M.Jennings Property Address: 128.Connemara Circle, Hyannis,MA w -w Assessor's Map/Parcel: 290/148 Zoning: Residence B (RB) Zoning District Hearing Date: September 25,2019 Recording Information: Certificate: C144880 0 v Background Donna M. Jennings petitioned for a Variance in.accordance with Section 24041.E - Bulk Regulations. The Petitioner proposed to construct a two-car garage approximately 8.1 feet from the property line and within the required 10 foot side yard setback. The subject property is located at 128 Connemara Circle, Hyannis, MA as shown on Assessor's Map 290 as Parcel 148. It is located in the Residence B(RB)Zoning District. The subject property is,a 15,213 square foot lot with frontage on Connemara. Circle, north of Mitchell's Way in Hyannis. According to the Assessors Records, the property consists of a single -family dwelling of, 1,537 square feet of living area (3,074 gross square feet),. 3 bedrooms, constructed in 2009, The neighborhood consists of similar lots sizes. Proposal& Hearing Summary Variance No. 2019-052 to construct a two-car garage approximately 8.1 feet from the property line and within the required 10 foot side yard setback was filed at the Town Clerks office and the office of the Zoning Board'of Appeals.on August 19, 2019. A Public Hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with M.G.L. Chapter-40A. The hearing was opened on September 25, 2019 at which time the.. Board°found to grant the variance subject to conditions. Board members deciding this appeal were:Alex Rodolakis, Herbert Bodensiek, Paul Pinard, Mark Hansen, and Bob Twiss. ° At the Hearing on September 25, 2019, Builder Chris Kenney represented the Petitioner. Also present were Donna�Jennings and her husband, Jimmy. Mr. Kenney reviewed the proposed. project and explained the need for the garage. Both homeowners have jobs that require leaving the house at any hour and there is no safe street parking. The homeowners had been planning a one car garage that would be allowed as of right, but they needed a two-car garage. Only a small corner of the proposed garage encroaches into the setback due to the shape of the lot. „ The Board Chair requested public comment. Leslie MacKerron, 120 Connemara Circle, submitted a letter of support. Patricia Lopes of 104 Connemara'Circle spoke in favor of the Petition. Findings,of Fact ry r At the hearing on September 25, 2019, the Board voted and made the following findings of fact in Variance No. 2019-052 a request to construct a two car garage within the side setback: i. Owing to circumstances related to soil conditions, shape, or topography of such land or structures and especially affecting such land or structures but not affecting generally the Town of Barnstable Planning and Development Department Decision Variance 2019-652—Jennings zoning district in which it is located. The Board found the lot was unique in shape and a challenge to construct the garage anywhere else. 2. A literal enforcement of the provisions of the zoning ordinance would involve substantial hardship, financial or otherwise to the petitioner. The Board found that it would be a hardship to the homeowners should the Petition be denied. 3. .Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. The Board found abutter support for this project. The vote to accept the findings was: AYE:Alex Rodolakis, Herbert Bodensiek, Paul Pinard, Mark Hansen,and Bob Twiss NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Variance No. 2019- 052 subject to the following conditions: 1. Special Permit No. 2019-052 is issued to Donna M. Jennings in order to construct a two- car garage approximately 8 feet 1 inch from the easterly property line where 10 feet is required. 2. The site development shall be constructed in substantial conformance with the plan entitled "Site Plan of#128 Connemara Circle, Hyannis, MA" prepared for Kenney Builders by Down .Cape Engineering dated August12, 2019. .3. The reconstruction shall be in conformance with any applicable Board of Health and.Title V requirements. 4. The above-described construction shall represent full build-out of the lot. No further additions or accessory structures shall be permitted without approval from the Board.. 5. This decision shall be recorded at the Barnstable County Registry.of Deeds and copies of the recorded decision shall be submitted to.the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit. The rights authorized by this variance must be exercised within one year, unless extended. The vote was: AYE:Alex Rodolakis, Herbert Bodensiek, Paul Pinard, Mark Hansen,and Bob Twiss NAY: None Ordered Variance No. 2019-052, a request to construct a two-car garage within the side setback has been granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made. pursuant to MGI_ Chapter 40A, Section 17, within twenty days after the date of the filing of this decision, a copy of which must be fled in the office of the Barnstable Town Clerk. ` Alex lakis, Chair Date Signed. 2 f� 'Town of Barnstable Planning and Development Department Decision Variance 2019-052—Jennings I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of ©Crosit under the pains and p�r�alwes'l•. perjury. ��•' '• w �g•,' •. t Ile Ann Quirk, Town Clerk w', r �� W. �6.'• n tl • BARNCTABLE'Oi.`:^!iY REG!FTyY 0=UEMS A'TRUE CUPY,.AT3 EST JOHN E.MEG EGIS.ER _ BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register 3 TOWN N OFBARNSTABLE BUILDING PERMIT'APPLICATION,,,, %0 Map Parcel., Applicat q %1 io'h -i Health Division "Date Issued Conservation Division -Application Fe, Planning,Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic 4 OKH Preservation Hyannis Project Street Address C 0 JILIE jr Village Owner zyii/A ZzAln US Address Telephone Permit Request Square feet: 1 st floor: existing ya &proposed k> y2nd floor: existing —proposed Total new Z6bing District Flood Plain Groundwater Overlay Project Valuation Construction Type j Lot Size 3 Grandfather6d: Ll Yes J No If yes, attach sup"p-briting doaumen.*ion. Dwelling Type: Single Family -1/ Two Family Ll Multi-Family (# units) co Age of Existing Structure Historic House: Ll Yes dNo On Old King's Highway: Yes 0 Basement Type: W Full LJ Crawl U Walkout L] Other CIO Basement Finished Area(sqft) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing. new Half: existing- i —new Number of Bedrooms: existing_— Total Room Count not including baths): existing new 1� First Floor Room Count J� Heat Type and Fuel: YGas Ll Oil LJ Electric LJ Other Central Air: LJ Yes Ad No Fireplaces: Existing New Existing wood/coal stove: J Yes ZNo Detached garage: Ll❑existing Ll new size—Pool: Ll existing L3 new size Barn: LJ existing Ll new size Attached garage: L) existing Ll new size —Shed: LJ existing Q new size Other: Zoning Board of Appeals Authorization LJ Appeal # Recorded LJ Commercial LJ Yes o If yes, site plan review# Current..-We- _-_Proposed_Use LAWA APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number J0 Address License # / Home Improvement Contractor# Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE h s FOR OFFICIAL USE ONLY r� L = APPLICATION# DATE ISSUED MAP/PARCEL NO. ^i r ADDRESS - VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION r FIREPLACE ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING � C DATE CLOSED OUT u ASSOCIATION PLAN NO. " ,' ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFXCICIENCY FOR ONE,, AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 cm[u 6z.00) Applicant Name: Site Address: print Town; �— Applicant Phone: Applicant Signature: Date of Application: NEW CONSTRUCTION: ehoose ONE of the following two'o tions 780 CMR TABLE 6107.1 P RESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Basement Slab Option 1: Fenestration exposed Wall Floor Perimeter Wall AFUE HSPF SEEI U-factor floors R-Value R-Value R-Value R-Value R-Value and Depth National Appliance•Encrgy 35. R-38 R-19 R=19 R-10 R-10, Conscrvation Act(NAECA)of 4 ft.' 1987 as amcndcd,minimums or catar as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: RES check Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck--Web which can be accessed at http-Hwww energ cV Ddes.goy/rescheck/ ADDZT OIVS;OR cALT RATZONS.TO MSTING BUILD IGS.O VER 5 BARS OLD* ; *]Buildings under S years old must use option#1 or 42 in New Construction section above. Complete the €ollo'wing formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b = a) _SF 100 x 3--7c_ 3`1% of glazing (b) Glazing area equals SF 6 a If 'lazin js<-40%.use the chart beloW. If ilating is >40 % r6cee,6d to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMTONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MNIMUM Ceiling and Slab Perimeter ❑ F enestration Wall Floor Basement Wall Exposed floors R-value U-factor R-Value R-value R-Value and Depth R-Value 3 9 R-3 7 a R-13 • R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e. not compressed over exterior walls, and including any access openings). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to rill out Consurner In orrnation.Forth .found in Appendix 120T A TYCGuirle to WoodColl stlllctiOli in Hi;h J--Vind Areas: J10nzph Whid Zone Massachusetts Checklist f01- C0111pjjance (780.Cl\1115301:2.1.1) 0 Check Compliance 1.1 SCOPE ........................................... 110 mph Wind Speed (3-sec.gust)........................................ ......................... .... ..........B 4_1 Wind Exposure Category............... . .......................... ................................................... Wind Exposure Category..............'.'.Engineering"Required For Entire Project ........................................C: 1.2 APPLICABILITY Number Of Stories(a roof which exceeds 8 in 12 slope shall be considered a,story) J_ stories 2 stories .....(Fig 2) ............................................ Roof Pitch ......................................................................... ' MeanRoof Height.. .......................................:........(Fig 2)............................................... ft 5'3 3 / Building Width,W .........................................7..................!..(Fig 3).......I............ _ ft 580,................. 80, Building Length, L ..(Fig 3)................................ Building Aspect Ratio(L[W) ..............I.................................(Fig 4)................................................. 5 3:1 2 :9 618" .............. Nominal Height of Tallest Opening .............................:.....(Fig 4),................................ 1.3 FRAMING CONNECTIONS General compliance.with framing oonnections....................(Table 2)................................. .............................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry ..................................................................... .............................................. 2.2 ANCHORAGE TO FOUNDATION"'.5/8"Anchor Bolts4mbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete t only Bolt Spacing-general .........................................:.(Table 64 12"4).................:...........I __7.............I..... �7_11 in. 6 ................. :5 — Bolt Spacing from ed6oint of plate................:............(Fig............(Fig 5)............. in......: Bolt Embedment-concrete.........................................(Fig 5)...... ...............................:..............L in.>7" - Bolt Embedment-masonry..................:......................(Fig 5)............r............................... in.,;� 15" PlateWasher.......:............................................. ...........(Fig 5).......................... ................... 3" x 3"x 1/4" 3.1 FLOORS 80 R Chapter 55)................................... Floor-framing member spans checked ................................(per 7 CM ft--q 12' Maximum Floor Opening Dimension....................I..............(Fig 6).................................................. 1 (r7i" C,) less tha.-, from Exterior Wall .......................... Full Height Wall Studs at Floor Openings Mbximum Floor Joist Setbacks ft :5 d Supporting Loadbearing Waft or Shearwall................(Fig 7).......... ...................................... . - Maximum Cantilevered Floor Joists —ft :5d Supporting Loadbearing Walls'Or Shearwall................(Fig 8).................................................... FloorBracing at Undwalls....................................................(Fig 9)................................................................... ............ . Floor She'athing Type ........................................................(per 780 CMR Chapter 55)........ in Floor Sheathing Thickness ...........................................:.....(per 780 CMR Chapter 55)....................:.oin* )in field Floor Sheathing Fastening..................................................(Table 2)..7 d nails at 4 in edge II.E. 4.1 WALLS Wall Height ............. 10, Loadbearing walls.......... .............................................(Fig 10 and T'able 5).......... Non-Loadbearing walls .................................................(Fig 10 and Table 5)........................... ft 5 20' AZA11 Wall Stud Spacing ...................... ..............................(Fig 10 and Table 5).................../A in,15 24'o.c. 111�� Azo WallStory offsets ...................................I................. ..(Figs 7 &8)............................................. — ft :5 d 4.2 EXTERIOR WALLS' 4 Wood Studs -..2x 7 ft in.- Loadbearing walls........................................................(Table 5)............................ ft Non-Loadbearing walls ..................................... ... ...(Table 5)..............................2x 6, Gable End Wall Bracing Full Height Endwall Studs ......................{Fig 10)...:: ;..........I..................................... ft 2:W13 WSPAttic Floor Length.................:.......... ...................fig 11)..................................................... Gypsum Ceiling Length (if,WSP not used).................:.(Fig 11)............................................ ................ O.c. .. (Fig )............... . and 2 x 4 Continuous Lateral Brace @ 6 ft 11 .........................2 x 4 blocking @ 4 ft. spacing in end joist or truss bays I.,/ or 1 x 3 ceiling furring strips @ 16"spacing min.with Double Top Plate .. . .....................................(Fiq 13 arid Table 6)...................... ft AM,'C Guide to Wood Constr•uctiori iir 141irrd lb,eas: 110 inhir [Virrd Zane AlfassacItusetts Cheddist for Compliance (780 cimR S301.2.1.1)� Loadbearing Wall Connections Lateral (no. of 16d common nails).......................'.........(Tables 7)..................................:.......... ........ Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)................:......................I............... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ................(Table 9)........................ .�ft d in. <11' Sill Plate.Spans ........................................................(Table 9)..................................A1 ft in.511' . 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) Header Spans...... .......... Table 9 . _ft_ Sill Plate Spans.... ..........(Table 9)..................................—ft_in.5 12" Full Height Studs(no. of studs)....................................(Table 9)....................................................... Exterior Wail'Sheathing to Resist Uplift and Shear Simultaneously4 w Minimum Building Dimension, W '•Nominal Height of Tallest Opening2 ............................................................................... 5 66'8" Sheathing type.............................................. note 4 Edge Nail Spacing...............................:..........(Table 10 or note 4 if less).....................:.. in. Field Nail S acin .. Table 10 in. p g...........:............................ ( )................................................. Shear Connection(no. of 16d common nails)(Table 10).............:......................................... Percent Full-Height Sheathing...................:...(Table 10)..................................................�% 5% Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2......:............................... ........... 5 6V SheathingType.............................................. 4)................................. .............................. Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ Field Nail Spacing.......................................:..(Table 11).................................................. in. Shear Connection(no. of 16d common nails)(Table 11)....................................................... ' Percent Full-Height Sheathing.......................(Table 11)....................... ° `;5 Additional Sheathing for Wall with'Opening>6'8"(Design Concepts).............. .. Wail Cladding' n . �. Ratedfor Wind Speed?............................................................... ....................•---.......... ............................. ' 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. it ft s smaller of 2'or V3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors / Uplift .. able 12 ...........U= 3 If t/ Lateral"...........:................................. Table 12 .L-- If ( }............................................ p .2 Shear..................... .......(Table 12) ..........................................Ste_plf Ridge Strap Connections if collar ties not used per page 21... able 13 Gable Rake Oudooker.................'.........................(Figure 20) .......•..... ft 5 smaller of 2'or U2 ,Truss or Rafter Connections at Non-Loadbearing Walls - Proprietary Connectors ,/ Uplift.......................:........................(fable 14)............................. U= lb. Y..... Lateral (no. of 16d common nails)...(Table 14)....................................S..L I b. Roof Sheathing Type................:..................................(per 780 CM Chapters 58Yan59)53/�..Roof Sheathing Thickness.....................................:..... .......................................... in. 7/16"WS A Roof SheathingFastening .................... Table 2 ......................................................... Notes: 0,.,tiThis checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with.the requirements of 78D CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2..,' Exception:Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-haight sheathing - ,'requirerrYents 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. Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home Help Parcel Viewer Custom Map Abutters •Map Size Zoom Out D on no non Oln r" N. +� ". �•.® �.�=JPG. Map: 290 Parcels ift Full R •y Property li Z 200130 Location: 128 CONNEMAM QACLE Info E 7 M130 11 i42 0100 Owner: JENNINGS,DONNA M 200137 _ 280136 0123 0137 200004 .a26 Locatior►information 16P A(ted 290148 ' Loqr441f' 128 CONNEMARA CIRCLE � ct cu 200139 Acreage 0.34 acres 91204 Current Owner .e Mailing Address JENNINGS,DONNA M Li \ E z80148 90003 128 CONNEMARA CIR J e 017 HYANNIS,MA 02601 ��"0 - at -2O0147 Appraised Value(FY 2009) #130 `, `K. " Extra Features $2,600 Out Buildings $1,200 014a 40 - txP - Land $141,800, a ta Buildings $113,100 Total Appraised $258,700 290140 . . 280002 .. 9 17b M141 87 Assessed Value(FY 2009) WM142 0-V8 - Extra Features $2,600 g41 6Met Out Buildings $1,200 Land $141,800 Buildings $113,100 Set Scale 1" O ' ^ —� � Total Assessed $258,700 Aerial Pos 61SCLAIMER ❑Copyright 2005-2009 Town of Barnstable, A.Alf dpN•s reserved.Send questions or comments to GIS ` 8arnstableMA v1.2.3435[Production] - - ' ! ..r • .. http://www.town.bamsiable.ma.us/arcims/appgeoapp/map.aspx?propertyID=290148&map... 6/30/2009 The Commonwealth o M, assachusetts Department of Industrial Accidents Office of Investigations' 600 Washington Street Boston, MA 02111 www.mass.gov/dia ffidavit: Builders/Contractors/Electricians/Plumbers Workers' Compensation Insurance A Applicantlnforination Coz°-,Pw,,P�y 'Please PrintLegribly Name (Business/Or amzation/Individual): Address: City/State/Zip: ��° eCP1 Phone.#: Are you an employer? Check the appropriate box: Type of project(required): I am a employer with 4. (] I,=a general contractor and 1 1 6. ❑New construction employees (full and/or part-tim.e).* have hired the sub-contractors 2.[� I am a sole proprietor or'partncr-' listed on the'attached sheet. 7.. Q Remodeling ship and have no employees These sub-contractors have •8.'0 Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workeirs'.comp.-insurance comp. insurance. t Y required.] 5: [] We are a corporation and its '10.❑'Electrical repairs or additions" 3.❑ .I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself[No workers' comp. right of exemption per MGL 12,[]Roof repairs insurance required-] t c. 152, §1(4),and we have no employees. [No workers' 13.[] Other comp.insurance required.) *Any applicant,that checks box#1 must also fill out the section below showing their workers'compensation policy information. ' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether.or.not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy.number. lam an employer that is providing workers'compensation insurance for my employees-Below is the policy and job site information. " Insurance Company Name: y �� 'Vo Policy#or Self.ins.,Lic.#: �� Expiration Date:, Job Site Address'. �'°�' � ' mil ' City/State/Zip: © O.i Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or.one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification Ido hereby certify under,the pains and penalties of perjury that the information provided above is true and correct. — ® Si atur Date: _ 3 Phone Official use only. Do not write in this area, to be completed by city or town official ' City or Town: Permit/License# . `# 'Issuing Authority(circle one)-.. . 1.Board of Health '2.BuildingDepartment, City/Town Clerk�4.Electrical inspector S:Plumbing Inspector • 6. Other •, - ; Contact Person:. . `. Phone#: 4a Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the.legal representatives of a deceased employer, or the iation or other legal entity,employing employees. However the receiver or trustee of an individual,partnership, assoc owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,<,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states`Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable evidence of compliance,%ith the insurance requirements of this chapter have been presented to the contracting authority.' Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-con&actor(s)name(s),.address(es)and.phone number(s) along with their certificates)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have affidavit may employees,a policy is required. Be advised that thisy be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' . compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure-6 fill in the permittlicense number which will be used as a reference number. In addition, an applicant that must sub--nit multiple permittlicense applications in any given year,need only submit one affidavit indicating current �, city or policy information(if necessary)and under Job Site Address the applican"%, ,should write all lo cations in tY +� d or marked b the city or town may be provided to the town). .A copy of the affidavit has been officially stamped y tY applicant as proof that a valid affidavit is on file fox future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The.Commonwealth of Massachusetts - Department of Industrial Accidents Office of IavestigatiGns• 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MAS_SAFE Fax # 617-727-7749 Revised 11-22-06 www.mass.gov/dia 7/8/2009 09:54 Bryden & Sullivan Insurance kas-*Town of Barnstable 1/2 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID KS DATE(MM/DD/YYYY) BARNS-5 T 07/08/09 .-ODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bryden & Sullivan Ins Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 88 Falmouth Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis MA 02601 Phone: 508-775-6060 Fax: 508-790-1414 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Travelers Commercial Lines INSURER B: James LeBoeuf DBA INSURER C: s 71 Beth Lane INSURER D: Hyannis MA 02601 ^ INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR NOWL POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ IN COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurence) $ CLAIMS MADE ❑OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY P O_CT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT - $ ANYAUTO (Ea.accident) ALL OWNED AUTOS " BODILY INJURY $ SCHEDULEDAUTOS (Per person) HIREDAUTOS � BODILY INJURY $ -.. . NON-OWNED AUTOS - (Per accident) PROPERTVOAMAGE 4' (Per accitlent),"".,,)F . m,«E Is GARAGE LIABILITY AUTO ONLA ACCIDENT ANYAUTO "•^^ EAACC - $ _ OTHER THA :, o 'f ^'7. AUTO ONLY':::;"' AGCC=i .EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ M`:J OCCUR ❑ CLAIMS MADE AGGREGATE DEDUCTIBLE $ F1 RETENTION $ 'til $ �'�� WORKERS COMPENSATION AND WC STATU- OTH- _ EMPLOYERS'LIABILITY - TORY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE 6KUB0498N14909. 05/14/09 05/14/10 E.L.EACH ACCIDENT $ 100000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 100000 It yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS NOTE: OWNER EXCLUDED FOR WORKERS COMPENSATION BENEFITS CERTIFICATE HOLDER CANCELLATION TOWN-18 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN , NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL TOWN OF BARNSTABLE BID. INSPECTOR IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR SOUTH ST. REPRESENTATIVES. HYANNIS MA 02601 AUT 0 ED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 Town of Barnstable Regulatory.Services w ms°r"s . ' Thomas F. Geiler,Director MAM IA6. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 F www.town.barnstable.ma.us Office: 508-862-4038 " ' Fax: 508-790-6230 Property Owner Must Complete.:and Sign This Section . if Using A Builder Z, as Owner of the'subject,property hereby auth o ' ' /11- to act on mybehalf, �1, � � i i all matters relative to work authorized bythis building permit.application for.. (Address of Job) Signature o er ate Pit Name " d If Pzro erty Owner is applying for ermitlease complete the p p p p . Homeowners License Exemption Form on the reverse siCde: y e Q FORMS:oWNERPERMIS SION �SI,F ram, Town of Barnstable o Regulatory Services snxxsreer E, ; Thomas F. Geiler,Director Mass. 94, se�S- Building Division ArFD 1�y a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 10B LOCATION: number street village "HOMEOWNER": name horn hone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was ext nded to ' clude owner-occupied dwellin�s'of six units or less and to allow homeowners to engage an individual for ire who d s not possess a license,provided that the owner acts as supervisor. \ � k DE INITION OF HO OWNER Person(s)who owns a parcel of land on whic he/she resides or in nds to reside,on which there is, or is intended to be, a one or two-family dwelling,attached detached structures acc ssory to such use and/or farm structures. A person who constructs more than one ho in a two-year period shall t be considered a homeowner. Such "homeowner"shall submit to the Build' Official on a form acceptable o the Building Official, that he/she shall be responsible for all such work performe under the building permit. (Secti 109.1.1) The undersigned"homeowner"assu es responsibility for compliance with th State Building Code and other applicable codes,bylaws,rules and�egulations. The undersigned"homeowner- f ce'ifies that he/she understands the Town of Ba table Building Department minimum inspection procedures afid requirements and that he/she will comply wit said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings taining 35,000 cubic feet or larger will be equired to comply with the State Building Code Section 127.0 Construction-Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed i Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC • .1 j 4 I Massachusetts- Depa,tment of Public Safctj Bt>:ird of Building Regulations and Standards Construction Supervisor License License: CS 60349 Restricted to:..00 t JAMES T LEBOEUF r' 71 BETH LANE HYANNIS, MA 02601 Expiration: 115/201.1 Commissioner Tr#: 9302 p� 71., i�aninzo�uise¢ i o�✓�aaaac�ivaetta 4\ Board of Building Regulations and'Siandards — HOME IMPROVEMENT CONTRACTOR Registrat,Q,n,\159015 Exp ratwn 31 4/2010 Tr# 265640 /71 =TYp� DBA} - �^ '.i 4 BARNSTABLE COUNT�`iGON_TRUCTION CO. i JAMES-LEBOEUF 71 BETH LN .... 'r HYANNIS,MA 02601 Administrator. F License or registration valid for individul use only before the expiration date. If found return to: Board of Building.Regulations and Standards One Ashburton Place Rm 1301 Boston,Ma.02108 ,j _ I Not valid without signature f - • i CAPECOD INSULATION F7]F J®® IIY&OlA9i S.M.s INS IGAM ICMING64 \ARS 3u RfYi INSYIAtION CG4INOS 1-600-696-6611 'Town of Barnstable, Regulatory Services Building Division 200.Main St Hyannis, MA 02601 w ) Date: Dear Building Inspector ` Please accept this Affidavit as documentation that Cape Cod In Inc. performed & completed the insulation and weatherization work at the ro ert fisted below. Cape Cod P p- p y P 1 Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by a certified Building Performance Institute i (BPI) inspector. All work preformed meets or exceeds Federal & State-Re quirements Property Owner - Property Address Villa, fi Insulation Installed: Fiberglass Cellulose R-Value Restrli ted "Unres xrpted ~� Ceilings ( X} NO slopes 4 Moors ' NJ Walls Sincerely } He ry E C:as y Jr; President 1 C e Cod I ; ulation, Inc. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel . Application #Q & q Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee c7 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 4m&aa Village Owner � � lVJ/ Address Telephone Permit Request U �G% "deZ✓ + 7i YwW V�_ ` CoWyz - V t4e Ac Row Square feet: 1 st floor: existing ro osed 2nd floor: existing proposed Total new q 9—proposed 9 Zoning District Flood Plain Groundwater Overlay Project Valuation 2��, Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W/ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full 0 Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including bathe): existing new First Floor Room Count = Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other v Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/ oal stove_:. ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size — Barn: ❑ 9xistingE neW�size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: d , Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes © No If yes, site plan review # Current Use Proposed Use - APPLICANT INFORMATION_ .. (BUILDER OR HOMEOWNER) Name DTelephone Number 6M -ft Address a,re`ji License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �,AVV4Adomz SIGNATURE DATE 'Q FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED .h MAP/PARCEL NO. k ADDRESS VILLAGE OWNER r DATE OF INSPECTION: r FOUNDATION r FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT b , F _ ASSOCIATION PLAN NO. F Z i Massachusetts'-Department of Public Safety 1 Board of Building Regulations and Standards Construction Supervisor License:CS-100988 FIEN11Y E CASS11)V *i 9� 8 SHEU ROW gq ,y WEST Y ARMO IPTE[ Expiration Commissioner 11/11/2015 1 .lf 1t' ) O C C)11;;l,l1 lie I' Aff"111C5 inn 1:3 Lis InesS lllC.ill Bostoil, KISSLICII SMS U 116 I rllprove III errc C()I>tractor Reglstrahorr R�c�istralion: ' 535(i7 f Ivhd: PIivatt- C:oI Cu�.ltiuu l.xplrcllian 1?/."l a/:�'Ll L�1' 1,0 231ifl l III rah A .'SIDY MA 02664 - � Uptlntc,�tldrr�ss uirJ I'icfuru �:urrl,.l1'ltlrl: rc.atiun Ibr rlolnl;r. • � �.� Address, 1..1 Rt:ucSvul �,.� b:nllllu}•ulanl � I I.mll:urJ �' "'I '- ••I In vunrl-i\llulra w II u.Slnt ss l�elula llnu 1.,li CILSI UIICb 15[rd110111'illid llJr Illdll'l ll 111 11Sl` U111)' f drJ, i 1` Itilr tl':INKUVU.I91'_N I l;ON Ilrturc tilt c.elJirariun date. if Ibuutl rcUlru lo; 4 4l" rr��;�:�ll,+ln�" I,`i3,',t.iZ,. 7•YPe; U(fitcuCCunsumcrAilrtirs =tncllSusi(less kut;ltluli'ou : oKfy rl ln.iliun. :'!l'j/?l)1 Gt 1'i lvtlti: Go.rl)ur allrll lU I'-irk lllazll-Sulle,517U - kiustuu,MA 02116 ' �•,.II�JIV. III(;- ' Illlticrl^rrllur} ul5'ryl 11'I(IIJ ! u;ll 'i't 1 The Coininonwealth of Massachusetts =r.X "?fie artnient o Industrial Accidents I Office of Investigations j r 600 Washington Street Boston, MA 02111 i I. wrvtv.rrrrass.,txov/lira' _ Workers' Co,o peasution lusurance Affidavit: fusiliers/Contractorsl.'Ellcctric:iattxsiPitxxxibers k a rllc ani: Itutoritlation v 'PleAse 1-"Iritit l.;e gibl (1juiiricSsrQrbuitizatiori/Ind'Yictua]): / G "' / 1LP Cam'%r 11 C err.: i(11.11 c s a lGl Phone#: �? �� f _ i 4 Ere you :rts emptoyt:r7 Check the appropriate box: Type of project (requir-ed): i I ( uu a tnpluyur with.i`" 4, ❑ 1 am a general contractor and I 6. ❑ dew cunsi7"uction ��. I :uil�luycr.ti (hill :tnrcj;t�r" Part-time).* have hired the sub-contractors L_1 l atta a :;olu proprietor or parizic;r- listed on the attac;hcd sheet 7. ❑ Remodeling ;hip a.�.td have as t;tnpl0ycc3 These sub-cona-actors have g. ❑ Detnolition ivorkui g for irrc its:a:n. ca at,i employees and have workers'. Y P` '.t}'. 9. ❑ Building addition [Nu workers' cornp. insurance comp. insurance.[ n:4ltured�J - 5. We are a corporation and its 10.ElElectrical repairs or additions �] I am a horneowner don' 'i till.work officers have exercised then 1.1.[] Plum.bicng i-epa.rrs or uadihons myself. [No workers' camp. right of exemption per lvIGL 12.0 Roof repairs ua turancG rc c trir"Cc1 r` c. 152, §1(4), and we have no I utu a homeowner acting ax at employees. [No workers' "cnencl co,itractor(refer to #4) comp,insurance required.] 'na:y Apphcsat drat checks txtx#-1 MUSE ulsa till out the sectiou below showing their workcn'compcnsatioii j licy infbn u riou. Hunk.wucrx who xuba:ut this affidavit ixrtiicating,they arc doing all worts and then hire outside coutructon must subnut a new afflUavit inilicatuig such. awt:ha;k LW3 box atu u;xt atuh,cd an additional sheet showing the puma of the sttb-coum►c-tan and xtaw whether or nut tl,use cutitica tutvc .:uipluyccx. lime suet-cunrructw"y ltuVG ctnploycci,they must provide their wurkm'comp.policy uumbGr. !wig an employer that is providing workers compensation insurance for my enrtployee& Vt' low is the policy and job site n/ur'rrruflurt, ln]uraucc Cuutpuray NarnC: — ��I ` / — �.� Policy rr ur Sdf-irs. LiC. l : Expiration Date: -�n-- " ] M Ci /SateJZia (�_ C 1V! r -Ioa bite:tiddi�r.:tx: / Z� � A �• ty t 1- vct:;cu a.copy of the workers' cotupeusation policy declaration page(shorying,the poUcy-txamb r and expiration date). l atlas to scene,•coverage as regtured under Section 25A of MGL c. 152 can lead to the impa516011 Of crirnuaitl perlaltirs of a nine up to D 1,500.00 and/or one-year irtlpri3onment, as well as civil penalties is then form of a STQP VVQl21C ORU1rK and a fine 1 of up to QJO.00 a day against the violator. Bc advised that a copy of this stitement may be fonvarded to tlxe Qt:l'ice of F_ I.nvcscigap�ns of the DIA for irl�i Ur"c0 coverage verification, i du hereby eertiffyr. nder the tziy bnd penalties of perjury that the information'provided above is true and corrrt:4 Dat Qd1c•iu1 uta only. Du not write in this area, to be eompl�ied by city or'town official 'F w A. Pertnit/License# t.ity ur N uwrx ------------ i,siwittg Au dior-ity (circle one): 1. Board ot•llculth 2. Building Department 3. CitylTorvrx Clerk #.Electric a1 [�sps,tor 5, pltxrtxbixrg 1111laeetor ti. Other _ q • +; L�Jittttl•t l'l'.r9UJ.t: ^.__ - ,. [ lxUQe�� ,. •- . t CAPECOD-27 MYOUNG =wd d_y�v;�t.�► F CERTIIICATE OF LIABILITY INSURANCE Bn,rlmmroeYYYY) 71012013 uu:. ULIt WICAI E IS ISSUED AS A MATTER OF.INFO RMATION ONLY AND CONFERS NO RIGHTS UPON TI IE CERTIFICATE I-IOLDLR•11-11S (;LRIIFICATI_ DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER I-FIE COVERAGE AFFORDED BY THE POLICIES UL-LOW. I I IIS CERTIFICATE, OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(SI,AUTHURIXED- REPRESENIATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. wh l)Il IAN I: If thu c0ftifiC40 holder is un ADDITIONAL INSURED,tho Nolicy(les)must be endorsad. If SUBROGiATION IS VVAIVISU,suujuctlo' n tJrnc; anU conditiurl� Of thu puli"cy, certain policies may requiro an endorsement. A statement arI this cel-tiffcate ilaes Nut conferiighu lu thu riliflcala IWILlar III UOU of Such wndorsuutenf�s� - - --- urcll LiI uitiu it I'C ..614062 '_....-- CONTAC1 Margaret, lalyels rX Gl.ly ItlauraNeu A04r1Cy, InC. PIIONIc IlihW I;fd .1_AIQ� Q.Exo:__ :._ _ .:...._ _ IAI( Nut 'JuuR;t)wuuo,.IVIA 0;:6GU. ° t•MAIL - .. INSWRER(SjjAPFOKOING OOVLRAhL IV111G4 INSURERA;PEERLESS INSURANCE COMPANY INSURERB;COMMGRCE INSURANCIR COMPANY INSUR RC.Evanston Insurance COIIIT,..L�IJ t:apu \;uLI Insul;:Itil�n, Inc. _ _____ 1tt l w rr;1oN Circle INSURER o.:ATLANTIC CHARTER INSURANCE GROUP :iouth Yarmouth, NIA U2664 INSURER ....._...ry,r > INSURER F: — ...,.... . u L:RAL;L.S CERTIFICATE NUMBER: REVISION NUMBER: 0 i:(.It IIFY THA I I l IE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMFD ABOVE FOR THE PuL1.Y lmiluO n(:AIrU NOIVv1TIiSTANDING ANY REQUIREMENT, 'TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RL PFC1 TO WHICH`HIS .ttcINICAIL MAY GE.IS,UEG OIL MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT.TO ALL II-IETERMS, i - •I CtU;ttr.1N5 ANLD CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Al7aL8llBR-"•"'-�TPOL1r:YEkP - ',to IYF k L)F INSURANI r Il�,+il - LlMlla _ _.. - __. POLICY NUMfJER MNnIY _(,f_ A MIO Y ULNL4(rll LIAUI ItY -- — _ _.--- - T ODU,D00 LAL.I I rX CURRENT L 1 — T]AMRC F TO f ENTCU i tX i:LAtAIFF,caI�FNLhALtIAUIurY CE1P8263063 41112013 4/U2p1h IttMIaLS11 �n411i1�r1(J� b IDD,DOD 5,U0 (t A11W.,"MAUt x. -000a IR - • - - - Mlnt7 EXP(Any uuu -- I PERSONAL S A.IIV INJURY Y 1,000,000 DDD DDD GL"NERAI AGGhEGA'I'E y '-000,DOU .I. _._ v(M 2,000,000 t E ( � b I I I'UI ICY l ._1.1L uT... -II LC�C . fDINELT SII�GLC L1M1T - L l._ . 10(10,000 IJ I IJNOUIL L L.IAgILI IY - U N,AtIII) 13MMBCKVMK 411120.13 41'If2U'14 BQOILYINJLIF:Y(Parpursun) ,� ,u.i UL•vNLU X 50-16OULED k70LIILY INJURY(Per eccldJnt) b- ullt) AUl QJ - i .. X NON-GOWNED - - PROPE��'YlOAMAG S 'A lmu tIALIIO5 _ AUTOS PL AICIDENu--•--- _ b I\ uMl n LC}t LIAa X OCCUR kACI1 OCCURRENCE b ----- C XONJ4535.12 4)•I12013 411,1 AG 2014 ORC..GA7E b I,00(1;000 ul-n l X r:�ILNNON 10�000 v�ti SiAi'T�•"f rOTtI __. n IOC tl<p COMI'kN A nUN r tNu I Au•Lurcres•uAatu IY D YIN WCA00525904 ti13012U13 6130I20Ih E,L.EACFtACCIDENr 5 IU00000 I,Y-rq:t:WNILN1UEI1 EXI:LUDEU? - (__._.� NIA _-._._-..,_..._..._..--_----- I AIunJaluly In Ntll E.L.DISEASE-EA.IiMPLOYGLi b ..•..-L._—,_ I,000,UUU j n v%dwaw�unilgr G.L.OISI ASlc-POLICY LIMIT:,,_! - ik::ii;I:IPIION.CIFOPE-----_ VS below - I - .- .�...._•_- ;.u, -.Hn rn i�uI i.rLlih I IUNa r I OCA I IQN1 f VkMICL,I=S (Attach ACORP 1Q7,AgJhiunal Ramnr6s Scheaulo,If nwro aPaw IaroyulluQ� _ .^T - V-' if%ml�Compnn:.aUon IncludeA Officers ar Proprietors. - jAuduunal 1114W Ucl status is providad under the,Generol Liability when required by written contract or agreement with the CertiFiCato fluldUr. CANCELLATION Itflrlt:�lE. tIOL[JLI� -- SHOULD ANY OF THE ABOVE OESCI:ICI-0 POLICIL'S l]f_CANCGLLLO UEFORE THE EXPIRATION UATC Thll Rt OF, . IVQTICk VVILI 13L UkuVEftElI IN L:ap4, Cod IIISulmfiun, Inc ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESeNTATIVE 0.1M-2010 AGORD CORPORATION All rights ieaervad. Al ui.(p"i(2U 1 U/05) r The ACQRD name and logo are registered marks of AGORD mass save. k PAKnCIPATING .,.. 1.�', ';tab ,_-s:.r ,a:._."� __.. • . - .. - PERMIT AUTHORIZATION FORM Donna Jennings owner of the property.] ocated at: (Owner's Name,printed) 128 Connemara Cir hyannis v Street Address e. s (Property' ).. (city) *' herebyauthorize the Mass Save Home Energy Services Program assigned Participating Contractor listed below to on my-behalf and-obtain.a building permitto perform insulation and/or-. weatherization work on my property: s owner's Signatur > a u e Date a FOR CSG OFFICE USE ONLY ` Conservation Services'Group,has assigned the following Mass Save Home Energy ices Participating Contractor to the'above'referenced project y Participating ontractor ' Date PRINP. r h For Office UZ6,cnly. Rev 12132011 s GG . Assessor's map and lot number ..... Z..:l ........................ s P 717/7-3 E TIC SYSTEM MUST BE p INSTALLED IN COMPLIANCE Sewage Permit number .................... ..o............................ WITH ARTICLE If STATE SSAA�NIIJTLARRY CODE AND TOWN INE TOWNI OF BARNS -- i BARNSTABLE, i MABL q ON BUILDING INSPECTOR 'EPY a' APPLICATIONFOR PERMIT TO ....................................................................................i........................................ TYPEOF CONSTRUCTION ............... ` .. .` ............................................. .................................. .............7. ....../2..............19'73 TO THE INSPECTORIOF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......... .0.. ................ ...................�:��. I..!Y...-?.....—L-, .:!nn............C.`..�.....:.......................................... �,.� Proposed Use .......4.:.. ...�. I. (mil �r— ........................................................................................................................................... Zoning District Fire District ` ��. �`!4`1. I S ................................................................... ................ ........ ......................................... Nameof Owner .......... II ..K ....9.. .`"�...........Address .................................................................................... Nameof Builder ....................................................................Address .................................................................................... t. �. l Nameof Architect ..................................................................Address ...............................:.................................................... Numberof Rooms .................7..............................................Foundation .............................................................................. Exterior ........ ..... 5.. .1..! l. .I ..S....................Roofing ..........1.:!.5.�..'1.Y.."�..�........ Floors ......................................................................................Interior ....:... .. ..........": ................................ Heating r .f ....................Plumbin �........... .... . g ............ . . ............f�.................. Fireplace ..............`..................................................................Approximate Cost ........... G ............................... r Definitive Plan Approved by Planning Board ---------------_---------------19________. Area ...../. ...... Diagram of Lot and Building with Dimensions ...... ,ti SUBJECT TO APPROVAL OF BOARD OF HEALTH Ct 4 s� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ►► -- Name ....... .. .......V�......................c . .. ....... Smith, J. K. No ...1:�5.. Permit for .........one ..st............. single. family....dnl. . n...................... ......... ............. .. Location .........�onnemara Circle ..........................Yannis........................................ I Owner J. K. Smith Type of Construction frame ............................... ................................................................................ 1 Plot ............................ Lot .............#$1............ 1 n Permit Granted ............. ..1:�..............19 73 Date of Inspection .....19 3 , Date Completed .....1.9. ..Z$ ... ....19 � Y r PERMIT REFUSED , ................................................................ 19 .................................................................. ......... ................................................................................ ............................................................................... I P Approved ..::::........................................... 19 a ............................................................................... .................... .............................................. ........... I r � F1� W F'7 p N I j - c o y � W o � . N i i it z - . V i., i � c ` w , i a m N oc 1A! - m _ L o- C 0 W - \ ri $d y �= a 5 1 w I o SC \ o30, �\ . Q. Q x W • Z N _ oQ o I o 4 , a . - I I _ i a. Y _ v _ - r.:r ,,.err.rrarY. • -�- _ "•- E lob • 4 • t i i 3 X b i i \I a 2 D \i J kill Q � ImIA i bb i j _ \l W m 2 W 0 Q p 1 V < J W < F < 9 I r i �� u � V v • r am. ra r I I i . � C W s J Z m p = Z O --------------------- 6 .. w < t t � .. �.. - s e w s b j J Z 2 W N 3 0 C ° .3� Ile oft ob� O J 1 tal; 1rr I - f 1 F NOTES Rate se 1. DATUM IS(NAVDB8 7/ / / — TO ^ 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT ®/'11� yVVVr,, ! BE USED FOR LOT LINE STAKING OR ANY OTHER `� !! �i... l byes (e `•w' �z PURPOSE( , d LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES y� i tr e Q PRIOR F WORK. Locus E/ Sch. n 3. CONTRACTORS SHALL BE RESPONSIBLE FOR CALLING i � DIGSAFE 1-888-344-7233 AND VERIFYING THE ° � �^ R OR TO COMMENCEMENT O OR 1�. . f�e`reos 51. sash 3/ - 4. EXISTING SEPTIC LOCATION PER TIE-CARD ON FILE o 0 NTH TOWN. join A 1 Ife9t Man 57. I. i J LOCUS MAP Z- 1 SCALE 1"=2000't ASSESSORS MAP 290 PARCEL 148 40 ) ROPOSED �� ZONING -SUMMARY 42 a GARAGE - N�y205$ �DAIY D\ 0, ADDITION _1 y 1 ZONING DISTRICT: RB DISTRICT s_ /� MIN. LOT SIZE 43,560 S.F. ,� —J4ti l©� AA j Y / MIN. LOT FRONTAGE 20' 2 N ( MIN. LOT WIDTH 100' MIN. FRONT SETBACK 20' MIN. SIDE SETBACK 10' EXISTING /j / �( �R`'s•. MIN. REAR SETBACK 10' DWELLING // % \ r ( MAX. BUILDING HEIGHT 30' / TOF = 35.1 v�Jl / ,+ SITE IS LOCATED WITHIN THE —_ GROUNDWATER PROTECTION OVERLAY PATIO DISTRICT PATIO { ` LOT 81 15,213 S.F.t / t> 17 c — 7 is1 40 o W5-42 11 r ,yze' SITE PLAN 31 OF #128 CONNEMARA CIRCLE HYANNIS, MA DANIEL osGN PREPARED FOR S. ` �Noo.o 8DP "l KENNEY BUILDERS ` � 5 its, . >y/�'�—'��^:_''�os.,,a,:E1°p DATE: AUGUST 12, 2019 v GvA ',f nANIEL co 0 �14 A i m ry '.3+," DJALA 1s}' off.506-362-4541, �j / �),/ r0 o Vim• �,0 404,7fl0 t tax 508-362-9860 /✓-S' (//T <i0 co �i Z/� 1 �o>c-5,J` r`� [F �-� I downcape.com p 1 �� /" / down cape engineering,inc. civil engineers O K t Scale:1 20' L land surveyors __ f) / 939 Main Street ( Rte 6A) on DCE #19-188 G la 20 3e co so rEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOuTHPORT MA 02675 19-188 k P A tp 3 _ , k • ' 11� [ .... .. - .._...,a ,v-e..... _ —41 ... • .. '_...•w ....::.«u,r..w«•-+r..a„+...._.:. .I„ ,Y+«.._. wr..,+_„n.v.._.._..ww-,•+«..•n..+,r•+.nrw."' _ _ "�. _ _ _.,.__ ......... ..,... ,.. , 0 +•s n � �{ 1 i 1 _. .... ... ; r _ .-ill.`• e. _�__.._. ..•.. ._. �r r• r � x , s ._._.-.._ �..F.. .._...,_,..- .�,_..... i f h. 4 't I {{ 4.. g f , p 4 ' P, a ( _ I J f F t ! i I f{ } t • I +„-� - '' _...__.._._,..,...„._,<.,.......,,,,_.......>_,.....____..-..-....�_.......__.-.._.,.__.........__.,�_..,...�.-..._...__._._.._ ..... ._. ,. .-.fix _ ....y _,. _�,- -................._.•.,�..._.._..,_.r. f.•.t" ,-.�r.-__..._...._._._._ ,..._. .__._.�..,.. .._._.. .. .. i ..wnWrv-•.*.+,:,.....,,.,.r 4kr�:+w.w�+ra-+wfw+^Y+., ..... _......,...._..._.,,,.,.._............,.......„,+...._....,.._....._...._..._„_.....,.___.._ 1.. ... _ .. ._ � 3.. _ ..._,.._..._....,..-. :....___..._+..-o- -w,._. ,,._.�.,_ .,w.-+•-+,-.rw,.»nwwun+„nrw+•rr.a._...n.nwV�"sw�r+ ,. ....i.v,.. ' .Nh, eww•rsp_.x .awe.uagea.w'.ta+YAMI�:#m,e,>.Y.vc-'u4•}'.+mW/.>wa.ai<•+.a•.9'ux .»ti..-W��=, ..:w _ { IY �"'^. P'.." Y- ! ,.•n _ .ssa»m+vim .... ..... ,.r...--..+-._..,._.J..•+,.+•.r+,-=v of I , _ f s, d7 1 •, .,,•r.,.,.-,.,.,,.,. „»•ros,..+.r.rr.,wa..—... ..,.,..,.,.,,..w:: ::::::.:+Kwia�„,..T+`«;o........-.++... .:+:;�.sr,S,.t,�aws!.rR➢.,5 .. .n' _ ... '..tYa:�' -., xa^^r�'�in�? t,,.:«..ssw'eay.Y•. e.,, •^a.+.Mx.•^A. lua:,,ye:... _ ..•-`�' <. w",�uT.R ,dam• ._„�I.s......_3,_,e....`«.3 ii R j Barnstable Bids.. Dept. 4 � 1 � � L- _ ',:�� -ate « • Approved Permit 6 g—Z.2-.1 , �. � , t,„d_...�f r-... ,..._. ._.__...._..,....-.....i._ _ ..�,�.,,..,.;.:.._�,.___;,__.,__�.. ,• ... ... .... ,._..�;.. "'.�.-"F ._W,--._.� 'sue► '#, � �...;,......_.�.... .._,.. -..__..._ .-,.... "..,;'.�:,. i 007 v o i ' ) r y v 9(` r dl , �. "''fir. � � 4 3:.... r ..,:• . - _ _ ._._. _..,.._.-.�.�..... .... .. E i j r a Eli l4� i I i t i F j I i • , , 1C . - r 1 - g,1 w s ,s,.�....a.�w.�:.,..��a1ea.�a•.v..�-_ � .� ... a�.-.? _. .,�f�+.... ka . 'A F f et y 4, ,� :•: .. .. 4 f t i•,g ...^ ,.._,_ `, �,,w I "t.. '.� - °.«Z ;%{' +` .y, _+'^.- i'' :;>.x. �•.';Cy-4. i 4, ti * t 1 t A.._._..- UATE x _ .v _ DONALD I MEYER ��ViSFL a-- p 0 C ro E? ti 4 t7 Bd1l I Designer `icy, Yarmouth, 02664 .Y t +'• h is ..... •.:.. «,-... .,,..a,cs. :�' ,. _ NOTES Route 28 �o 1. DATUM IS NAVD88 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO o� BE USED FOR LOT LINE STAKING OR ANY OTHER a + PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE Q LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES H'o• E tr et PRIOR TO COMMENCEMENT OF WORK. Locus Elem. Sch. x►�11. 4. EXISTING SEPTIC LOCATION PER TIE—CARD ON FILE tever,s Nof St WITH TOWN. m � Moin West Moin St. St. e c� Pve LOCUS MAP -� SCALE 1"=2000'f y \1 ASSESSORS MAP 290 PARCEL 148 C 2,40., I ROPOSED ZONING SUMMARY N�5 4 �'6 GARAGE 20 58 PAVED ADDITION DL ZONING DISTRICT: RB DISTRICT MIN. LOT SIZE 43,560 S.F. 34 � MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 100' PAIN. FRONT SETBACK 20' IA I I� ,N. SIDE SETBACK 10 24 9 _ �?s -- _ -,.____. ,AIN. F,.EAR SETBACK 10' EXISTING DWELLING _ 'IAX. BUILDING HEIGHT 30' TOF = 35.1 y� SITE IS LOCATED WITHIN THE PATIO b GROUNDWATER PROTECTION OVERLAY p� DISTRICT ��' \ O PATIO LOT 81 3 15,213 S.F.f V ro e• P oy O ,40„ ' E C N�5.42 152•aa SITE PLAN OF #128 CONNEMARA CIRCLE HYANNIS, MA PREPARED FOR KENNEY BUILDERS \AOFMi qcy OFMiss DATE: JULY 8, 2019 DANIEL o DANIELA. � A. � � N off 508-362-4541 OJALA o OJALA �, fax 508-362-9880 No.40980 " CIVIL ° e No.46502 downcape.com/�©ww gNOSSs\O��Q �oFFS down cope engineering �/lf.. s/ONAL N civil engineers Scale: 1"= 20' �- g -�� —� l land surveyors 939 Main Street ( R to 6A) LICE # 1J n— 10 p 0 p o 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 19-188