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HomeMy WebLinkAbout0129 REGATTA DRIVE .�-- — — — �► I �� �I __ _ _ -- --�-- - ,a�r ALTERNATIVE WEATHERIZATION BUILDING DEPI ` AUG 17 2020 Date: TOWN OF BARNSTABLE Town of Barnstable 200 Main St. Hyannis, MA 02601 Re:Permit# p l �P� Village: `s The insulation/weatherization work at P,4'7"' Ar has been completed in accordance with 780CMR. Regards, Timothy Cabral, President CSL-105454 58 DICKINSON STREET FALL RIVER,MA 02721 (508) 567-4240 ALTERNATIVEWEATHERIZATION@GMAIL.COM 4 �' , • Town of Barnstable Building ui ing =PostiThis Card;So That rt�srUis�ble;,From;the Street-;Approved`Plans.Mustrbe;Retained onJob and this Card£Must be,Ke`pt r._tAR@7$"CAHE !. ` y Posted Until Final=lrispection HasBeen Made . , _' ' fr Permit Mh re a Certificate of Occu an �s Re aired,such Building shall Not be=Occupied=until;a£Final Inspection has been-made w .. Permit No: B-20-460 Applicant Name: ALTERNATIVE WEATHERIZATION INC. Approvals :Date Issued: 02/18/2020 Current Use: Structure Permit Type: Building .Insulation Residential Expiration Date: 08/18/2020 Foundation: Location: 129 REGATTA DRIVE, HYANNIS Map/Lot 252-185 Zoning District: RC71 Sheathing: i w77 ,., Owner on Record: LLOYD,JAMES E&SUSAN A TRS . Contractor Na ALTERNATIVE.WEATHERIZATION Framing: 1 INC. Address: 129 REGATTA'D.RIVE - _ . 2 sContractor License 175683 CENTERVILLE, MA 02632 Chimney: --' Description: Weatherization Est Project Cost: $4,283:00 p i Insulation: i �Perm�t Fee: $85.00 Project Review Req: Fee Paid $.85.00 Final: --'Date*, 2/18/2020 Plumbing/Gas Al Rough Plumbing: 4 - z Final Plumbing: _ Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. ` Rough Gas:. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. . `Final Gas: All construction,alterations and changes of use of any building and structures-'shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. i" Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures bythe Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.-Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5:Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. °Persons contracting With unregistered contractors'do not have access to the guaranty fund"'(as set forth in MGL c.142A). fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT pfr Application number.. .... ............... l LO Date Issued......... KAM ' Building Inspectors Initials..... .. .......... ......... ... _....... ` Map/Parcel................................................................. TOWN OF BARNSTABLE g y� EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDO WS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: 9 Z S NUMBER STREET Wr AGE Owner's Name:&_ ,s" L Phone Number Email Address: c5/ � Q 6m j c mnCell Phone Number SCANNED (I FEB 18 2020 Project cost $ 10� �� Check one Residential Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize ,/ILA, to make application for a building permit in accordance with 780 MR ✓� Owner Signature: J1 dbt Date: ; t TYPE OF WORK Ul(DlN ` Siding ❑ Windows no header change)# Insulatio eathe, ado ( A 20 ❑ Doors (no header change) # Commercial Doors require an aA fy��review ❑ Roof(not applying more than 1 layer of shingles) lvs.%q E Construction Debris will be going to CONTRACTOR'S INFORMATION Contractor's name 4 .v i&0tv tA6 Q Home Improvement Contractors Registration(if applicable)#+ / f� [�� (attach copy) Construction Supervisor's License# /���.�Z'� (attach copy) Email of Contractor GZJ-W-4ah-yC U)PA"Ar7A&hb-A, Phone number 6U J9`57a7 WK) ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER..................................................... ...... *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am--9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval, *WOOD/COAL/PELLET STOVES Manufacturer# Model 1.D. ;tD �ttC r Testing Lab :Fuel Type Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APIMICOT9S SIGNATURE Signature Date ! v�� All permit applications are subject to a building official's approval prior to issuance. DocuSign Envelope ID:54097300-6989-4BE8-BBDB-2EECCFA1E1B1 OF ZHE T�� ywo-y µ< . y Town of Barnstable na ABCE. Building Department Services Rvsr , ASS. .� Brian Florence CBO �aA ]d39. �0ro � 'Fa M��°' Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section jIf Using A Builder I, SUSAN LLOYD , as Owner of the subject property hereby authorize A I+W e W Qpi � - to act on my behalf, in all matters relative to work authorized by this building permit application for: 129 Regatta Drive Hyannis (Address of Job) Doc Signed by: Signature of Owner ., Signature of Applicant James Floyd Print Name Print Namri • 2/7/2620 1 8:50 AM EST Date The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Aimlicant Information Please Print Letiibly Name (Business/Organization/Individual):ALTERNATIVE WEATHERIZATION, INC.' Address:2 LARK STREET City/State/Zip:FALL RIVER, MA 02721 Phone#:508-567-4240 Are you an employer?Check the appropriate box: Type of project(required): 1.�✓ I am a employer with 16 employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition IM I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 4.F1 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10Building addition ensure that all contractors either have workers'compensation insurance or are sole l l.❑Electrical repairs Or additions proprietors with no employees. 12.R Plumbing repairs or additions j 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.[:]Roof repairs These sub-contractors have employees and have workers'comp.insurance. 6.F�We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[J✓ Other I N S U LATI ON 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:LIBERTY MUTUAL INSURANCE Policy#or Self-ins.Lic.#:XW058867158 Expiration Date:06/07/2020 Job Site Address: Az City/State/Zip: s Attach a copy of the workers'coopensation policy declaration page(showing the policy nu (er and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. , I do hereby certify under e ' "s and aIt of a ury that the information provided ab ve is true and correct. Signature: Date: J 'Phone#:508-567-4240 r 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#: CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) lllb. 05/24/19 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: PHNE Anthony F.Cordeiro Insurance Agency A/c No Ell: 508-677-0407 FAX No): 508-677-0409 171 Pleasant Street E-MAIL Fall River,MA 02721 ADDRESS: HSouza@Cordeirolnsurance.com INSURER`S)AFFORDING COVERAGE NAIC# INSURER A: Liberty Mutual INSURED INSURER B: Ohio Security Alternative Weatherization INSURERC: Ohio Casualty 2 Lark St INSURER D: Fall River,MA 02721 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 1111UL K POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDIYYYY MM/DDIYYYY LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A AIJE TO RENTED CLAIMS-MADE I e%l OCCUR PREMISES Ea occurrence $ 300,000 MED EXP(Any oneperson) $ 15,000 A Y Y BKS58867158 06/07/19 06/07/20 PERSONAL&ADV INJURY $ 1,000,000 M'OTHER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000POLICY PRO-JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 I $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ B AUTOS ONL AUTOS OWNED x SCHEDULED Y BAS58867158 06/07/19 06/07/20 BODILY INJURY(Per accident) $ Y _ x HIRED x NON-OWNED Y PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident . $ x UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE Y Y US058867158 06/07/19 06/07/20 AGGREGATE $ 1,000,000 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 C OFFICER/MEMBER EXCLUDED? n NIA XWO58867158 06/07/19 06/07/20 � (Mandatary in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Action Inc and NGRID,USA,its direct and indirect parents,subsidiaries and affiliatesshall be named as Additional Insured on commercial General Liability and Automobile Liability polcies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN NGRID USA ACCORDANCE WITH THE POLICY PROVISIONS. 40 Sylvan Road Waltham,MA 02451 AUTHORIZED REPRESENT.77 I ©194, 2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/63) p The ACORD name and logo are registered marks of ACORD i Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Cons!r s- ,_:_ _ CS-105454 tpires:05/08/2021 TIMOTHY CA*RA 68 DICKINSO(STREET FALL RIVER&A 02721 � �0 n1SS p Commissioner Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improve meAtjC�ontractor Registration Type: Corporation m Registration: 175683• ALTERNATIVE WEATHERIZATION, INC. M Expiration: 05/28/2021 2 LARK ST w FALL RIVER, MA 02721 1 J Update Address and Return Card. SCA 1 A 200MM 05/1177 .121.' /90f!?/IZC2CG'G'2��4�f��CLiJCLf/C(LJC'��J Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE-�Comoration before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 17 ��05/28/2021 1000 Washington Stre -Suite 710 ALTERNATIVE WEAT ERIZATION,INC. ton,MA 02118 TIMOTHY CABRAL, ' 2 LARK ST a. Lws FALL RIVER,MA 02721 Undersecretary. of v WIthOU signature Town of Barnstable 114E � Regulatory Services TOWN Richard V. Scali,Director 9s"R, '� Building Division 2l3t AU1 19 err io: o i t6g9. �0 �AjFp .�A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us DIVisjoh, , Office: 508-862-4038 Fax: 508-790-6230 PERMIT# 7 FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less Location of sh (address) Village Property owner's name Telephone number loPt X /6g Iq /-OT 3F : d S:Q / Y-S Size of Shed Map/Parcel# — �� Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway I 141 Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:040914 L 8 MORTGAGE INSPECTION PLAN NORTHERN ASSOCIATES, k 4' SOUTH BROADWAY,LAWRENCE . MA 01843-3522 TEL:(978)837,-3335 FAX:(978)837-3336 MORTGAGER: JAMES LLOYD & SUSAN LLOYD LOCATION: 129 REGATTA DRIVE DEED REF: CTF 152572 CITY, STATE: BARNSTABLE (CENTERVILLE), MA PLAN REF: LC 36669-C (3) DATE: 2010/1 1/12 SCALE: 1" = 30' JOB #: 21003729 LOT 44 OPEN SPACE t�.A t s be c( �tam LOT 38 21405+ SIF - r (CALC) o ---� LOT 39 '--, N LOT 44 o OPEN " DK a 22t SPACE 1'/Z STY W/F #129 . 1\ 12.83 ' O 99.08 "� O K=289.82 REGATTA DRIVE (5or) CERTIFIED TO: god hazard zone has been determined by scale and ' not necessarily accurate. Until definitive plans ,re issued by HUD and/or a vertical control survey s performed,precise elevations cannot be determined. NOTE.• This mortgage Inspection uxis prepared This mortgage inspection was prepared in accordance specifically jre mortgage purpose only and with the Technical Standards Jbr !{ortgage Loan is not to 6e relied upon as a land or property Inspections — adopted by the Massachusetts Board of line survey, used jar racording, preparing deed ( Registration of by Engineers and land descriptions, or construction. No corners were G Surveyors 250 CMR 605. set. Building location and offsets-are 1 further state that in my projhssionaL opinion that ' approximately located on ground and HN The matters shown hereon are based on the structures shown conjbrrn with the local zoning horizontal are shown specifically jbr zoning determination z J. dimensional setback requirements at the time of construction or MY.and are not to be used to establish properly SE are exempt under previsions of MAL CH.. 40-A Sec. 7. tines. �•'. LL Property/House - client-furnished injbrmation and may be subject G. bra �'I. is not in Flood to further out-sales, takings, easements and rights O 2. Property/House is in a Flood Hazard Area: of way, and other matters of record and preserptive C3 3. lnjbrmati2 is insufficent to determine Flood Hazard or other rights. Northern Associates, Inc, assumes no ` responsibility herein to land owner or occupant, ¢/�a /5 Flood Hazard determined from latest Federal Flood accepts no responsibility jbr damages resulting jVvm s id reliance-by anyone other than the said mortgagee and its as Insurance Rate Yap Asnei in connection with its proposed mortgage financing to s id mortgagor. t Date ! - Zone e-_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map pp 7 l.� Parcel I Application #- Health Division Date Issued -7' (� Conservation Division Application Fe Planning Dept. Permit Fee �J-7 Date Definitive Plan Approved by Planning Board QD ZIIS-11 Historic - OKH _ Preservation/Hyannis Project Street Address C:g g 'ci ► y-11; 0 Village OwnerSC�,yrvL,� JLQ _� W7�0�j Address a Telephone 9-73 _9qa :;C`3 (6 Permit Request"Wa'&no T b Wnfii�. at LMtv � d v Square feet: 1 st floor: existing`[aLproposed PS 9 2nd floor: existing tDO proposed _ Total new Zoning District Flood Plain Groundwater Overlay Project Valuation AV),:-Construction Type Lot Size °�.� L#0!S k �+ Grandfathered: ❑Yes Flo If yes, attach supporting documentation. Dwelling Type: Single Family UY Two Family ❑ Multi-Family (# units) Age of Existing Structure A Historic House: ❑Yes Flo On Old King's Highway: ❑Yes p.Pdo Basement Type: Vull ❑ Crawl ❑Walkout ❑ Other rr Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 11'7 k� Number of Baths: Full: existing_ new - Half: existing new Number of Bedrooms: existing—new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: VGas ❑ Oil ❑ Electric ❑ Other Central Air: !'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 3*No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached Vexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: garage: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # -' Current Use f � Q ic Proposed Use S cu:L� ^' a � APPLICANT INFORMATION s c= (BUILDER OR HOMEOWNER) , Name S>eue:ra Telephone Number �, 77 7�9 Address arciy'ax Dr License # q 9 2_­7 9 f-ks: ,C o b2Iie, 2' Home Improvement Contractor# 11-761 0 Worker's Compensation # �' 8 S(al_'�0i(z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO j ( � r IAJ SIGNATURE �11 DATE /1,115 FOR;OFFICIAL USE ONLY APPLICATION# D&TEISSUED MAP/PARCEL N0. 1 ; ADDRESS VILLAGE OWNER. DATE OF INSPECTION: .; FOUNDATIO BSc-W l b 1)% t FRAME INSULATION 1 FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL.-+ ? GAS: ROUGH FINAL t FINAL BUILDING 1 1 DATE CLOSED OUT ' ASSOCIATION PLAN NO. ' r 3_ . �s The Commonwealth of Massachusetts I Department of Industrial Accidents ais; d Office of Investigations 600 Washington Street Boston, MA 02111 c=� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): U Address: °I o) Rer ny 0 Otr City/State/ZipAoo ' --e (Q66E Phone #: (���� 7 6 ^ 7 "79� Are you an employer?Check the appropriate,box: Type of project(required): I.V1 am a employer with 4. ❑ I am a general contractor and I _� 6. ❑New construction , employees(full and/or part-time).* have hired the sub-contractors 2. El am a sole proprietor or partner- listed on the attached sheet. I . 'Remodeling . ship and have no employees These sub-contractors have 8. [ Demolition working for me in any capacity. _ workers' comp, insdrance. 9. [J .Building addition [No workers' comp, insurance. 5. ❑ We are a'corporation and its officers have exercised their ]0.❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work right of exemption per MGL 1 LEJ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] l3.❑Other *Any applicant that checks box.#I 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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site r information. Insurance Company Name: Policy#or Self-ins, Lie. #: 3 6;A.6 �,b 011, Expiration Date: Job Site Address: 1�-��7 O City/State/Zip Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c rti y under the ains and penalties o perjury that the information provided above is true and correct. Si ature: p Date: Phone#: d X4 F only. Do not write in this area,to be completed by city or town official n: Permit/License# thority(circle one): Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector son: Phone#: r Information and Instructions Massachusetts General Laws chapter 152.requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual, partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual, partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of license or permit to operate a business or to construct buildings in the commonwealth for any. applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely;by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with.their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy.is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials f Please be sure that the affidavit is-complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of-Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture -(i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111' Tel. # 617-727-4900 ext 406 or 1-877-,MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mass..gov/dia Town of Barnstable Regulatory Services nexxsr�sc.E. v Mtag g Thomas F. Geiler,Director ��EO MIS�'`� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder PI'. , as droner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Add ss of Job) Signature of Owner Date J 0,0Avs, Print Name If Pro e�rty Owner is applying for pernnit please complete the Homeowners License Exemption Form on the reverse side. Q:F0RM5:0 WNERPERMISSION Town of Barnstable of Yr+e ray Regulatory Services s.1,xxsn"[.E, Thomas F. Geiler,Director - � ' Building Division PrED µAS a Tom Perry, Building Commissioner 200 Main-Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 110h1EOV NER LICENSE EXEMPTION Please Print F DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code T11e current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. D EFIRMON i OF HOMEOWNER -Prrsoa(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) 4 The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other. applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that: "Any homeowner perfomring work for which a building permit is rcquimd shall be exempt from the provisions of this section_(Scetioit 109.2.1 -Licensing of constriction Supervisors);provided that if the homeowner rngages a person(s)for hinn to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this mcnption arc unaware that they are assun-ing the responsibiRics of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/hrr responsibilities,many communities require,as part of the permit application, that the homeowner certify that hdshe understands the responnbilitics of a Supervisor. On the last page of this issue is a farm currently used by several towns. You may care t amend and adopt such a fonn/ccrtification for use in your community. Q:forms:homccxcmpt U2 11-eU11 10:20 FAX 505760.1UU7 t.iuii�u 2/ 11 /2011 9 : 37 , 56 AM 8935 02/'02 as CERTIFICATE OF LlABIUTy INSL-RANCE i 02011 coslamm cm ae X ism"m o saaDaxaszoa o T an a:Ire ao r sea ewse asos.!®az. e a zss DORe sea aaTaaNOrvas,s DR aanaszvas.s aarMD, umaa eR a►iitm fu aorRaeai aArarDaaasD aT saai raLxeseas �ann�eiR�aaDe:TSB of news" Dace soa eoarga em a Conn= �ea�a -to %not o xaaaorm(f), av mcasam saw - spzraaa anrr:RR. o s act o as s�Di9a:oamL Daitio�, poi aye -sups w e a set ata to ttm lass�ar tad eet9ditieae v! tfae 1 SAP. aeatais poliaims say as�eiae m sad®soMort. a mtstaa xt oa this SEL®att dome r- t j canters to to UK san4tliaate hazims Am Ltau at Mich laearoetfey. 223 Mgt CMU&I Stro+t ,t$. � �► 037$0 MSE-w. 99 ypan�L 2la$1d 2n®YS stoves L filar • • . 1299 VQ3- DXLVO e; West a�:bis r � Q2+5ii a: CQ1 ii !°$yilY°y:ytEt9JEat ai01��: y; yiz019 U -HUM mmm ass os 9talaatt¢ea oar aar um M o som OR am Same wwilla Iowa 29 mm�=V ease a too"e fe"V 1 i9a3> >R wommo 1:11149cm 3112113:1 IS now 40 ALL Of WON MMM. I== o>� tAteomp wr DOLE"Rays trs�'9m m aBtBa Or fadaRa m a0i9C> 6amfat umtmraan no euamamm ° CONK=as aaa�xsnaeas { 4°1�v ° ®eai-.o,wn. ®aseeot � IdD fee abar sM t+us.w 6 - tawe0u°aao WIN ° I 0asaa aa0an�sta t %now � Mara aemnt°aR La�2s+anattt is; , atwvms-Cyr/�cam t ❑eavzar ❑ ®+� � 0 t 406 amoadasxa ° CAP axe ; i I Rom aum bev W-0=4 sai aran egent f Mug mumx".m&*"MTN • b.a x mxtn ae°o� 0 1P�'1 getlt aeataeN ~e @O®xa LW eCnaa f f tCBet J8 vim mai I Oi/tOti6i ` 0 comma C wer rmsan ®, _ apararaamti , s.a,.a�a aeGtalaex � t 100,000 Ca9r868�1 tiRS � '•�..�••. a.r.Ptah"-m."r flare 8 SOO.ODD ® Lual ® as<cl 702038501201E 12/27/2010 l2/27/20U. 1 s.w.ax�ma•sa mom 0 100,000 — r yy L DO�LQi Si goo COV== a4 "m WOyii®Se°000d9@iN01ARYOia arozam. i i f =Z71cm Koh OWE rams aa:s oar m mm t am 4 men Dam �a� � :•ma1111". Oats to n®as om m a onaau=vies air 1oC mzK DT"iff aamaet MISNOMER. ! aaeaae:maawnmc�,r ..CoeldV41ifl9!!o 01d03 d.»� 3073 Licensee Details Page 1 of 1 The Official Website of the Executive Office of Public Safety and Security(EOPS) Mass.Gov Home Public Safety Department of Public Safety Licensee Complaints r—' �iussuchusetts- Department or Public Safet, � .• ,f Rc��ulations and Standards Board of Building License Type ConswctionSupeivisor ConstiUCtlOn Supervisor License License!! 49879 _ Restriction 00 License: CS 49879 Name Steven L Mellor - e � t' Restricted to: 00 City,State,Zip W Dan,stable,MA,02668 Expiration Date 5i22/2012 Status. Current STEVEN L MELLOR 199 PERCIVAL DR i MA 02668 W BARNSTABLE, Expiration: 5/2212010 ' t'ummisiuncr fie -COo raainzaozcuecr,�i o�,.�aoaac`ivaet�a Office of Consumer Affairs&B usiness Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: ,1;17610 Type: Office of Consumer Affairs and Business Regulation Expiration: 10/25d2012 Individual 10 Park Plaza-Suite 5170 Boston,MA 02116 ST EN L. MELLOR ,zfr STEVEN MELLOR 199 PERCIVAL DRt t\ W BARNSTABLE MA.02668. Undersecretary' Not valid without signature http://db.state.ma-us/dps/liedetails.asp?txtSearchLN=CSL49879 2/11/2011 TAYLOR DESIGN ASSOC., INC. SHEET NO. 1 OF — P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY 08 �� DATE 7-p, l - I k Tel./Fax: (508) 790-4686 CHECKED BY SCALE y A7LCA9q ...... . ...:....... _...__......_.... ... `— ... .... .....- .. .. .........: ....:.... .. .. Irk, -t'. eA A..) ..I... .a-Cs... .- .. t ......... �: .... �#- . w ... .. ... . ........ ��! Ar-... �1C,....Nl� ....—h9 $1c .t�..__L "o .. ... . . ... S Qom; . . �..4. . .:. - ........... s .... ... ...:.. 2r.. . ..._ITr •k�t�. . . !R.�f `Z �t`....: . 3` / . .. . t o .t:r -= ` . Pcr /. ............. 3 -+l G '�� .. . DOMIttT VLL110n�1.CAmtr1'MYCI IOMAWI JOB "v TAYLOR DESIGN ASSOC., INC. SHEET NO. t" 'OF P.O. Box 1313 0 Forestdale, MA 02644 CALCULATED BY C4 ` DATE L -� Tel./Fax: (508) 790-4686 CHECKED BY DATE SCALE 1 5 ... .''p.. . . .. .... 1....,.. k-• _... '. ... ...3 -2- ..:..: .: ..: . :.. .. 1 ..� 7,Z- ... .. 'r . Cw'� .. ................. . ..:...........: ... .: - rr 2. ..;.t�-�Ca_e-4 Zk..`�;.(�:g _ .. ...,. ; PSF c�479K..N, �.4. Z .. d �._J .....;._� . .. .... .. ....... ... ..._._.:.. . ..... . ..........:.... . . _.�►.. .... __ . .. ........ , ,... .... .....1 'i.T 7 .. l T.5'7....�► ..... .... .::. .. .............. JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. 3 OF i P.O. Box 1313 C-t T DATE Forestdale, MA 02644 'CALCULATED BY Tel./Fax: (508) 790-4686 CHECKED BY DATE SCALE .... _._. . _ R.oco; `. ..... ....... .. . al: "t'.' S.k c_�l r....:......... ..... _ .... ......... .... .. r k Y� - Q. k.�r t•V4 . ... .. . ..... ........ 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Box 1313 +.� Forestdale, MA 02644 CALCULATED BY�` DATE- Tel./Fax: (508).790=4686 CHECKED BY DATE CL SCALE . ... �..:. ... H . oe .. 15 iZ-►.:: 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 LLOYD RESIDENCE 129 REGATTA DR. CENTERVILLE, MA Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category................................................................................................................................B Q 1:2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stories <-2 stories Q Roof Pitch ..........................................................................(Fig 2) .................................................12 5 12:12 Q Mean Roof Height .....................................................................(Fig 2).............:....................................19 ft <-33' Q _ Building Width,W ..............................................................(Fig 3)................................................. 38 ft 5 80' Q Building Length, L ....................:.........................................(Fig 3).................. ...............................66 ft <-80' Q Building Aspect Ratio(LNG ...:...........................................(Fig 4)..............................................1.75 <-3:1 Q Nominal Height of Tallest Opening ..........................................(Fig 4)..........:......................................6'-8"5 68" Q 1,3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q .91 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry. .......................................................................................... 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing eneral ............ ... ........ able 4 in. Bolt Spacing from endloint of plate ............................(Fig 5)........................................12 in.<-6"-12" Q Bolt Embedment-concrete........................................(Fig 5)..................................................7 in.>7" Q Bolt Embedment-masonry..............:..........................(Fig 5)......................................:.... in.> 15" N/A Plate Washer................................................................(Fig 5)..............................................a 3"x 3"x'/4' Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)..,................................. Q Maximum Floor Opening Dimension...................................(Fig 6) .........................................._9'-0"_ft:5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)............... Maximum Floor Joist Setbacks, Supporting Loadbearing Walls or Shearwall................(Fig 7 ....................................................—ft <-d• N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... ft <-d N/A Floor Bracing at Endwalls....................................:..............(Fig 9)........................ .................. Q Floor Sheathing Type .................:......................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height . Loadbearin walls...:....................................................(Fig 10 and Table 5 8'-0"ft <-10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <-20' Q Wall Stud Spacing . ........................................................(Fig 10 and Table 5).....................16 in.5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8 ........................ ft -<d N/A 777 AWC Guide to Wood Construction in High Wind Areas: H0 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5.301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.......................................:................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........:................................2x6-14 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11)...:.................................`........ ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11).............................................. 12 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)...............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)..............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)...............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)..........................................6 ft 0 in. <_11' Q Sill Plate Spans ......................................:.................(fable 9)..........................................3 ft 0 in.<11' [� Full Height Studs (no.of studs)...................................(Table 9)..............................................................3- Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...................................:..........................(Table 9)..........................................8 ft 0 in. s 12' Q Sill Plate Spans. .....................................................(Table 9).................................._ft_in._<12" N/A Full Height Studs(no.of studs) ...................................(Table 9)................................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,lN Nominal Height of Tallest Opening2 ................................................:........................6'-8"<_68" Q Sheathing Type...............................................(note 4)..........................I....................... . ................:..WSP Q Edge Nail Spacing..,.................... ....................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10)......................................................12 in.. Q Shear Connection(no.of 16d common nails)(Table 10)..................... ......4 Q................................. Percent Full-Height Sheathing.......................(Table 10).......................................................34%. Q 5%Additional Sheathing for Wall with Opening>68"(Design Concept) Maximum Building Dimension, L Nominal Height of Tallest Opening ......................................................................9'-0":5 68" Q Sheathing Type.....................:.....................(note 4)................:........... .. ................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11)......................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)........................ Percent Full-Height Sheathing.......................(Table 11)..................................:..............:.....13% Q 5%Additional Sheathing for Wall with Opening>68"(Design Concepts) 13%+5%=18% Wall Cladding Rated for Wind Speed?............................:................................... . [ ' u i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of Tor U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.........::.....................................(Table 12)..............................................U=236 plf Q Lateral.............................................(fable 12)................................................L=176 plf Q Shear..............................................(Table 12).............................,...................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls _ Proprietary Connectors Uplift................................................(Table 14)............................................ U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.>:7/16"WSP Q Roof Sheathing FasteningQ...........................................(Table 2)............................................................8d A WINDOW CONFIGURATION HAS BEEN ENGINEERED AND IS NOT CONSIDERED IN THIS CHECK LIST. 129 REGATTA DR CENTERVILLE, MA MEETS THIS CHECKLIST IN IT'S ENTIRETY EXCEPT ABOVE MENTIONED WINDOW THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11. c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11' and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height . Sheathing and Nail Spacing requirements b. Wood Stru_Ptural 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 f - AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -WHEN THIS EDGE RESTS ON F�lAM'NG UW 8d NAtZ A7 fibs. ' 11 11 il'- 11 11 1 11 11 II II 11 11 1 I 11 I O 1 7 11 Il G 11 Il - 1 1 ..CC 11 11 N 1 II Y 11 Ir.�' I l 11 1 Q 1 I r F i i I Q 11 1 II m 4 1 O 1 Z 1 11 - ' - • - 111 11 11 R 11 � 11 11 W 1 I I IL a I r Ilj 1 I I a I I i t 1 • II II 11 L - ll IY 11 11 1 II rl 11 11 11 1 0 UME 9W.E `------- NAILSPACINC, 'I; PANEL See Detail on Next Page M Vertical and Horizontal Nailing for Panel Attachment F I AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7go CMR 5301.2.1.1)1 1 zo i ti m ' FRAMING.MEMBER$ i 1 i EDGEWERMEDIATE i ' Z STAGGERED 3•MK+L NNL PATTERN PANEL PANP EDGE DouE LE MAIL EDGE SPACING DUAL Detail Vertical and Horizontal Nailing for Panel Attachment I ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: Site Address: print Town: Applicant Phone: Applicant Signature: Date of Application: NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXEVIUM MINIMUM Option 1: Ceiling or Slab Basement Fenestration exposed Wall Floor Perimeter Wall AFUE HSPF SEER U-factor' floors R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Energy .35 R-38 R-19 R 19 R 10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. Option 2• REScheck 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://www.energycodes.gov/rescheck/ ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS OVER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall& Ceiling Area equals Formula: (100 x b_a) SF _�- _ %o of glazing D l00 x ' (b) Glazing area equals_�SF b a If glazing is <_ 40% use the chart below. If glazing is>40 % proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING. LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM N! Ceiling and Slab Perimeter �Pl Fenestration Wall Floor Basement Wall U-factor Exposed floors R-Value R-value . R-Value R-Value R-Value and Depth .39 R-38 a R-21 R-30 R-10 R-10,4 feet a R-38 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 fill out Consumer Information Form (found in Appendix 120.P) MORTGAGE INSPECTION , CTION PLAN NO RTHERN HERN - 401 SOUTH BROADWAY,LAWRENCE MA 01843-355221TE E9,8)8NC3335 FAX:(978)837- 3336 MORTGAGER: JAMES LLOYD & SUSAN LLOYD LOCATION: 129 REGATTA DRIVE DEED REF: CTF 152572 CITY, STATE: BARNSTABLE (CENTERVILLE), MA PLAN REF: LC 36669-C (3) SCALE: 1" = 30, DATE: 2010/1 1/12 JOB #: 21003729 LOT 44 OPEN SPACE ��- 111 .01 LOT 33 21405± S F O (CALC) C7 -' Cn co LOT 39 !v LOT 44 co �y' DK O OPEN B 22t SPACE rj 1Y/2 STY W/F #129 ibr r 12 83 0 99.08 4 R=289.82 REGATTA ®RIVE (50.) ERTIFIED TO: mod hazard zone has been determined by scale and not necessarily accurate. Until definitive plans re issued by HUD and/or a vertical control survey s performed,precise elevations cannot be determined. NOTE. This mortgage Inspection was prepared This mortgage inspection was prepared in accordance specifically Jbr mortgage purpose only and with the Technical Standards fbr Mortgage Loan is not to be relied upon as a Land or property F Inspections as adopted by the Massachusetts Board of line survey, used jbr recording, preparing deed Registration of Professional Engineers and Land descriptions, or construction. No corners wiere Surveyors 250 CMR t 05. set. Building Location and fJntr.are I further state that in my professional opinion inion that approximately located on ground and .f'D�� the structures shown confirm with the Local zoning horizontal are shown specifically Jbr zoning determination �R dimensional setback requirements at the time of construction or only and are not.to be used to establish property ) g.��l. are exempt under previsions of MC.L CH. 40-A Sec. 7. Lines. The matters shown hereon are based on �J. t. Pro rt X - client-furnished information and may be subject Wr.' �r pe y/ Dose is not in Flood Hazard. to further out-sales; takings, easements and rights O 2, Property/House is in a Flood Hazard Area. of way, and other matters of record and preserptive [:3 3. InJbrmation is insufficent to determine Flood Hazar& or other rights..Northern Associates, Inc. assumes 7w responsibility herein to Land order or occupant, `� Flood Hazard determined from latest Federal Flood c accepts no responsibility fbr damages resulting from s id loft. reliance by anyone other than the said mortgagee and its as i .. . ;q%.4 Insurance Rate Map land in connection with its proposed mortgage financing to s id mortgagor.!t Date Zone G 000- 000-093 p 1 �sessor'� Office 1st floor MaD Lot _ Permit# Conservation Office(4th floor) Date Is sued Board of Health Ord floor /rS .. dP Engineering Dept. Ord floor) House# Planning Dept. 1st floodSchool Admin.Bldg.): �.. , > s ,IMAM, r` { �e+} MANE. .. Definitive Plan Approved by Planning_Board U `.19 f. C (Applications twocessed 8:304M.a.m.& 1':00-2:00 .m. . s Vh TOWN OF BARNSTABL� a Building Permit Application ` _ co Pro'ect Street Address Villaize Fire District C uner Address Telc hone Permit Request: RAL�_Ak_)'w i QZ Zoning District D ( Flood Plain Water Protection Lot Size ,I 1 q 0 S Grandfathered Zoning Board of Appeals Authorization Recorded Current Use Proppsed Use Construction T Eaistin2 Information Dwelling Type: Single AAFamily Two family Multi-family Age of structure Basement type Yjl-Etit-tee. Historic House Finished Old Kin 's Hi hwa Unfinished Number of Baths No.of Bedrooms 3 r, Total Room Count(not including baths —7 First Floor Heat Type and Fuel Ai Central Air NAG Fireplaces • Garage: Detached Other Detached Structures: Pool Attached ? ca, Barn None Sheds Other Builder Information Name � Telephone number Address 4 License# tgo 51e y� Home Improvement Contractor# • Worker's Compensation # A)C 1 3%L �U 17,' lJ 13 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. - ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �2� c" � a,0 6 5 0 x 5S = Protect Cost 7 S / Fee 35;2 e � SIGNATURE ! DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T FOR OFFICE USE ONT,Y ADDRESS VILLAGE OWNER' C'' DATE OF INSPECTTON: o FOUNDATION 'zl/ 92 FRAME '�; •yq`{�. INSULA-PION FIREPLACE r 4�(t3/Y? op - — ~ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING: �Q l "22 4 _ ,• DATE CLOSED OUT: I ASSOCIATE PLAN NO.- s a •„� " � C 1 T oa to LT 6� U , N VN T� `v O Rq m Gp�gl F p FGpq�• P�' RppYqq 1 Pq -.r O 1-•-1 91" Y-� Cil al 1 a c.t 4-3 cu N (J] A 4-) rx; en W U 94 "J 'Ink+I/ A PCOMMONWEALTH OF MASSACHUSETTS �. =c_LQ DEPAIMMENT OF LNDUSTRIALACCIDETS V E 600 WASHINGTON STREET BOSTON, MASSACHUSFM 02111 James.: Cam00el; ;ornrn:ssrone• WORKERS' COMPENSATION INSURANCE AFFIDAVIT (licensee/permiaec) with s principal place of business/rrsidence ac (Ciry/Sarcop) do hereby certify, under the pains and penalties of perjury,this. (] I am an employer providing the following workers' compensation coverage for my employees working on this job. gz)�T, 7 D Insurance Company Policy Number ( ] 1 am a sole proprietor and have no one working for me.. ( ] 1 am i sole propricror, !�� r homeowner (circle one) and have hired the contractors listed below who have the following wor insurance policies: Nimc of Contrzaor Insurance Company/Poliry Number _... Pame of Conrncor Insurancc Companv/Policy Number tame of Conrm=or Insurance Company/Policy Number 0 1 am a homeowner pc:form'ng all the work myself NOTE: McLsc 6c aware tsat wbilc bomcowncn.w6o cmtsio-epersons to do maintenance. construction or rcpzir..oric on a d—riiinc or not more than three untu to vwicb the norricowncr Lisa resider or on the Frouncis appurtenant thereto arc not eenerziJ% considered to be er_piovrn under the Worker' Compensauon Act (GL C 152, ieet. 1(5)), appiieation by it bomeowner tar it license or permit may MGcpcc Line IcF2J rut" of an empioyr;r under the Woricen' Compensation Act 1 undcritand :hat : c00%•or this -tm is scat= t will be forward r- ed to the Ikoanent of Indusvid Aeadena' Ofnec of lnsumner for cc) r rcr.r, :don an :ace: ra;iurc to secure ea+rrarc as treuirce unaer Seenon -'5A or.1C;L 15= can Iead to the imptuition of air y pm slues cen"so ,e 0, : r,nc or err to S1 500.00 and/or impruonmcnt or up to one y and a%•ii per.aities in the corm ora Stop Work Order ane a fair of SI00.c-v a day a€a:ns: MC. t 60.5 5^ i SUBCONTRACTOR'S INSURANCE ENGINEEER: BAXTER & NYE ENG: (L) FIREMENS FUND - S30MXX80564866 (W) LIBERTY MUTUAL - WC1312595563023 WELLER & ASSOC: (L) NAT'L GRANGE MUT.- MSP45246 . EXCAVATION & SEPTIC: ROBERT J. OUR (L) U S F & G - 1MP30109550901 (W) U S F & G - 771521695 DECO CONSTRUCTION (L) TRAVELERS - 660364K8342 (W) LIBERTY MUTUAL . - 312446298044 FOUNDATION: BAYSIDE FOUNDATIONS: (L) COMMERCIAL UNION - ABR406267 (W) LIBERTY MUTUAL - WC1312201785044 WELLS: DENNIS SCANNELL (L) TRAVELERS - 660873E5627COF92 (W) WAUSAU - 151300062926 CELLAR/GARAGE FLOORS: MICHAEL BROWN: (L) AETNA - MP0023672849 FRAMERS: ROBERT DORRER: (L) TRAVELERS - W680526K991TIA9 (W) AETNA - 006CO023972416C MICHAEL DUFFLEY: (L) COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL - WC1312492127024 MASON: SHERMAN, WAYNE: (L) COMMERCE INS CO - N60689 (W) WAUSAU INS - TO BE ASSIGNED ELECTRICIAN: CHAVES ELECTRIC: (L) HANOVER INS. - LHN2964649 (W) MISCELLANEOUS INS CO. - 0708878 91 1 PLUMB & HEAT: WHITELY PLUMBING: (L) TRAVELERS - 660365K1782COF9 (W) EASTERN CASUALTY - POLICY IN MAIL ALARM SYSTEM: ' BALTIC SECURITY: (L) FIRST FINANCIAL - FF0131 G400831 (W) COMMERCIAL UNION - CB0743379 CENTRAL VAC: VACUUM HOUSE: MERRIMACK MUTUAL - SBP1608045 ' i INSULATION: MAP INSULATION: (L) AMERICAN STATES - 02CC326435-3 (W) U S F & G - 7711099932 SHEETROCK: MEL REED: (L) WORCESTER INS - CB817530 (W) COMMERCIAL UNION - CBH557387 INTERIOR TRIM: DAVID'S REMODELING: (L) COMMERCIAL UNION - NB F821442 M & R CARPENTRY (L) MARYLAND INS. GRP- SCP30235965 (W) CIGNA PROP & CAS.- C80049997 OAK INSTALLER: ROBERT BUDDEN: (L) NORTHERN ASSUR. - NBF528652 PAINTING: CAMPBELL PAINTING: (L) TRAVELERS - 1680251K4083COF (W) AMERICAN POLICY - WCC 186604 GARAGE DOORS: ALL CAPE GARAGE DOOR: (L) U S F & G - BSC14667590301 (W) COMMERCIAL UNION - CBH573757 STORMS & GUTTERS: ALUMINUM PRODUCTS: (L) AETNA - MPOO21014146 (W) AETNA - JC89258880 OAK FINISHER: AMERICAN FLOORS: (L) TRAVELERS - 680 342W754-0 CARPET, VINYL & TILE: CARPET BARN: ('L) VERMONT MUTUAL - SBP6507393 (W) PHOENIX INS. - 6NUB476J652794 TILE INSTALLER: TONY AVERINOS: (L) ASSURRANCE CO. - CFP26528977 (W) HARTFORD FIRE - 77WZCY2409 WIRE SHELVING: CAPE COD CLOSETS: (L) U S F & G - BSC146983441 APPLIANCES: KITCHEN APPL MART: (L) FIREMENS FUND - AZC80453098 (W) HARTFORD INS CO - 77WZNB1603 MIRRORS & SHOWER DOORS: L & M GLASS: (L) COMMERCIAL UNION - CBR409003 (W) U S F & G - 0071439933 LANDSCAPE & SPRINKLER: COY'S BROOK: . (L) COMMERCIAL UNION - ABR345850 (W) CIGNA COMPANIES - C41138178 DRIVEWAYS: NORTHERN SEALCOAT: (L) MARYLAND CASUALTY- EPA18716945 (W) THE PHOENIX - UB387K530 A n Ul II I j - i - i i Al �,n I ti ( — s d - I I , 'I i, I — \ o i LL Ld 1 U _ L. Li0 9 U � -- MMdd d WIL EJ = I . C El El 0 f . OOQD ElEl[:1 I � ; I � uuu� Ir� . I a • � ! I !;� III�I, d ! I II I I I ICI I i Ic I I f P 3 7 m •j 'o �. N �1 n L✓ p � T _ _ P J j i < A Q I < A I � . n So -N h Q!i _ C P N h/t6axzts4 �1 j J 4» So7 --- I u mZfs6xH/cl4 :a �, r ak r,• _ I 5 o y c O N J I p Fx a� - bsxz/Iszl _.J S71 LM. • > L �,� N .�J� � J 5 �0 J m . d � � s • W N ® �. J II R 4' �� �» 02 6A6s 54 I 5.73 b s a K _ J Z PL l� 0. U 1 t fL I\ Sd � cc�i'aV I aes� --� L-- I �.. -i6.oL _ nvM I _�.1 ea1 c•13d0 r,-��n,, I , � � - I v N1YQ• � � l ii q/z n1 _ - 1�Allv7 M-lm% 01. -N34p Z*,Woo2( *.m - k ,� J of t D. - --- _ - �.- «I I �,� i I � •,; iu i m` J 14 I - . T ---- c , u ;3/z :I . Fi _ _ Z U - i XN �m a o to o\L�_j is r 0 Zs I I i z c I .:o I Ir l I 6r ; Ira I p io6 0 i 1 � I Q l= Q � Ill • W Aj" u ku �; hJz �jiil d d 0 Ci •� � I I • � i � 0 Qi I II u a s d I � J OIC tL 40 VT 8 �\ I ••9-b ,ol 2 ps d .I dN x ,. � Pal v � uj t� Ii i�W lid li . ; Y Dd� 2 IL 1 -1 (Rulm d of r r — sa ro 7 do W 0.a Z '_'' C Via' to '•gam � � ?TS�G_=SOn15-.,y;L_ ��8.;� nlS y� @ L wig 4L1 �o + NNILv 1 om • z� I� �� � z4� c� la of LL� I - SINGC Z F�SMIL-( 3 BFL-,P M$r °I'�� 15pAc� �10 GA�FSAt;E G�i1J�E'>Z 1 x I to= 30 1 1 $EFFIC TA NV- 336 x`ISa`�• d45C i f 1 II 1 ,� I0oo GAc.: ( 1 DI�,PoSA� Pik l- favo l�� /'z'SVW(. 51 D E Wd LL. A2eA::- I E38 Sir �1 d-ld BoTToM A(IF� _ '7 8 sF > 1, v). -FcT-AL Ua516N 54-5 TOTAL . VAIL y rLO = 330 6PD J, CV-- i - - ......__.. -.. _....._.... _ PE26aC.AT1oN eA'(E 'Z.4,j10/LASS 'Lop 1► \� 'V TE1R w PETER t w.:nu s SULLIVAN `m w I I No. 29733 w ' Opp Rl 1-11 ti L 17— --<Cr/T!�" ?J7C�C'1J74r7 Seri n1c. P V.c_ DIST IwJ✓ GAL Inoo 1Nr �Iz gox bJ-G Seprlc a� ML-D GAL &/ T/kNF WMPm; : A►L: 5reucruQEs s�T . MOW TRIA�J 4_' -D EET' �•7S s+-{au.. ZE K-zo opEu ��p�G.E S�au�vl�,1oN MAP 252/SI 25-3 /19 Mob Sn�� �JEl.n�t;� 'p[z�I L� �i�l•FI® Pl-�' 'PLd N 1 o SGbL>✓ I.GG�TION 1.•, CEJ4TG*2VlL-l-E /I.4yAQW15 l�o .l(/Ar6 L. ' . ---- —_ D4T�; MAQ.7 (aq7 "T - kr THScww-U�� _PLAN rzo�cr= 5slctvN NE1ZEaN 4-'oM1'L e2 WITA 711S 5("DEUjIE `:'c.TP" / 7-E , C� Ir~- TDWN OF' PMV-fJ ->"k&& PL .,BL 505 Pe'. -16 �t11u >> 11T' l--o-'ATEL-) W t!l1LJ VE T ooD Ali,1 ,y LAUD caL)V-T PL41J 36to69 ... •- �A X�'t-.�r � N�(E IIJ�. p `�Sto�JQl; LALJ� fS �f-�J NOT Y3A oN >,N Suevyoz5 Surz�ic f AIJv rf{ oFFSeTz', �11vu�11 vti�E o ���,� E�1G11JEEL� u/c--» To ESTA*BLI-5N FW-TE�-7 y U NL S STE MAC . APPL.IcA1,17 7�3ayslLE �BL)►ivv1u& Co . (Nc. III,'o1 38 21,4 0 .� ct . N �vvNA Q-r-,o N ly•t OF � 9 9•°8 Iz.g3 � � FG�� q A. 6AMR %2101a 5 3l�GiGc 30 is �v AfAP 44 /B5 GE eT%�/EO OLOT GL4.t1 T cvTlvN LaCG1T/OTC/ �E,�r�✓�c�..E �Nya v��l .0.�T T�I� F �c�A S,�/OWN WE,QEO.f/COS-1f�L Y,S !s//Tf/ S'CA L 7 97 7-/,/�s'/OE.0///Z-- A,</o SET BA Ck ,2E�E.2E�t/CE- .�E4U/.2E�lENrS of A.vo 45' ,tivr PL Sod R. 79 �OC'AT-'!r—>. W17-1,1/W Tf,/� F.LOct�.oLA/mot! L4Yc10 Lov 3666 9 OATS: Off,tiSET.S S/,�old�l/Ss�vL.a �t/oT 8� • A��,L../C�1�� f�/��S�l.�� /J�J/La/,vl, L�• ��tlG ~; t TOWN OF BARNSTABLE 0 CERTIFICATE OF OCCUPANCY PARCEL ID 000 000 093 GEOBASE ID ADDRESS 129 REGATTA DRIVE PHONE (50.8)771-1040 HYANNIS, MA ZIP 02601 LOT ? 38 BLOCK LOT. SIZE DBA DEVELOPMENT DISTRICT - PERMIT 26314 DESCRIPTION SINGLE FAMILY DWELLING PMT.#24140) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services i TOTAL FEES: j BOND $.OQ CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY * BARNSTABLE, MASS. i6g9. A� FD MI�►� BUILD `N�IVI ZO BY _._.. DATE ISSUED 10/15/1.997 EXPIRATION DATE Y �c —1040 xsxr^�rv1:� '.)y K! ZIP: 0260 ..-". LOT 38 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT. �. PERMIT 24140 DESCRIPTION SINGLE FAMILY DWRLLING (StW.P14T.#05--610) PERMIT.TYPE BUILD . TITLE NEW RESIDENTIAL BLDG PMT. CONTRACTORS . BAYST'DE BUILDINi , INC Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES $O 52.0d3 BONS , $,.00 r - �THE CONSTRUCTION t'OS'TS' 1.13 51715`'.00 1.01 SINGLE., FAM 41OME DE ACHE .- I PR MATE P . HARIVSTABI.E, *' I MASS.. �► I OWNER BAY I�D� �C1 C�,rM�I��C�,: �k�e"_ p ��{.' 1e39• ADDRESS Ep� P:O L3OK 95 BUILDING DI�vISION CEN'TERVILLE, MA BY ! DATE ISSUED 07/01./1997 EXPIRATION DATE i THIS.PERMIT CONVEYS NO RIGHT.TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY.PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF'PUBL'IC SEWERS MAY BE OBTAINED FROMTHE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINE�ON JOB-AND WHERE APPLICABLE, SEPARATE _1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIE°'FINAL INSPECTION PERMITS, ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH= (READY TO LATH). PANCY IS REQUIRED j§UCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS Ott PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION UPPROVALS _�- �J06-r 4/q -7 TP /O % 3 1 TING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 "" BOARD OF HE H OTHER: SITE L EVIEW APPROVAL Shy =o�— I /O/$± WORK SHALL NO ROCEED UNTIL PERMIT WILL BECOME NULL AND.VOID IF CON INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED.AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. Bu L INGV +: IN Y , O , � s a g m 3A II II I I ICI ® ® ® II II � ®II II II II II II II II II I I DIED EB It II II II it II II II II II II II II II " -Tj I I II - II z II F u rn i l -41 o C I I ' D II �_ II • II z II m \ II LJ- If II II II II II ®® . II II II II I I $. U---- PROJECT: m X $ m 12q REGATTA FIDE LlNEARGHlTEGTU;;,A L- DESIGN CENTERVILLE, MA _ 8 WEST BAY LOAD OSTERVILLE, MA 02055 A ELEVATION PHONE: 508-420-1206 II o n- — II II II II II II II I I a1 I I LLH ±H:H H] EH II II _ II II I •I I II II II II , — II II II II II PH > m I I iHBi r II II Z II II -WH PF II II II II II + II . II II • r . II I II � - II II . II II II LJ------- d t7 PROJECT: m $ m ,Zq REGATTA FINE LINE ,,APc;HITF-cTu;z�),AL-, DESIGN V CENTERVILLE, MA 8 WEST BAY ROAD OSTERVILLE, I"IA 02055 9 ELEVATION PHONE: 508-420-1236 y II II lz F I H III II II . I I vC, I I F I I oC, I I L II Ii • II II a tn m � II II _ ° Ii F. ar < r I i Z 3 1 U I I i II ol t 16i_5n , fil IP N t�s 3to PA irn b g =- z 1211 2 FIB I IE11:1=1 IL 3 EIE= 93 3 PHE7L,�B o : z [El z - HE!M ® n 3F_411 2° OJa F= J pz PROJECT: m 17 121 REGATTA FINE LINE '���'HITECTU�,AL DESIGN z q CENTERVILLE, MA `" 8 WEST BAY ROAD OSTER/ILLE, ILIA 0265.5 A 9 ELEVATION PHONE 508-420-1236 F I ❑ n J 1 O A D ��3j PCC2559-4 c m 3 100 3/41 x 59 3/4 0 J f o �m 14i_0" —n _ -----� ta � 'I' tls �m 11i j o � m ' li ,n I m,-TI II 7'-9 3/4" a I I O A c V-10" pr4-L,gE r 'rD 1wU�1J 'n z 4-'0" � JW I d I . N � 2"D LINEN oar I A 4i I - m �� m oJ� �- r D A N � RE-USE/MOVE i+ ®� I A rn 4 m 87 3/4'x59 3/4' oe FIXED TRANSOM ABOVE 1 iF y A PRECC 255E N RE-US OVE 2468 O OI ' 25 MESA 3/4 I � I 8'-I 13/4 10'-0" 38'-0" WIDTI4 � 4 C9 v PROJECT:m z 12q REGATTA FINE L1NEAFGH1-TEc-FuFAL- DES1GN m CENTERVILLE, MA 8 WEST BAY ROAD OSTERVILLE, MA 02655 PLAN"A-1 PHONE: 508-420-1236 �.J WX z U) � > I Q — m ii 2x1o'e �-7 - D z z o le°o.c. I I ------o� _-� _ -----__, V r < � CIP e _ I zIE 8 > I m 4 ElmLU I I N ---- I , —o 100.c. —J 10'-0° gin . _ !*� D rn 3 in m w MA? TQTM ju-A> z jj � d� r r �n N C Z O� a Q 81 dw m i 3 3 o -u7uz o D _ o A Om 01 II Z go mr A71-B 1/2" AD ------- �. A IN Ll W T - 3 — 1�- F Dill- m D W u z 0 m' N C 4_0 e y n i1 Q� �2{p �O m mr < 70(p (pQ CVVVVV7 T — ti Z AS 3 22 a i; m FA A c7 C7 PROJECT: AT m � @ m 12q REGATTA FINE LINEARG HITEGTURAL DESIG CENTERV I LLE/ MA 8 WEST BAY ROAD OSTERVILLE, MA 02055 A 9 ell PLAN / SECTIONS PHONE: 508-420-12Jro r L 1 W Q SHEAR WALL COMPLIANCE, U W . W � WIDTH 34% OF EACH WALL RUN VERTICAL SHEATHING WITH Sd NAILS 3° EDGE/12° FIELD = O V (4)16d NAILS PER FT BOTTOM PLATE . LENGTH 15% OF EACH WALL RUN OL Q CV VERTICAL SHEATHING WITH Sd NAILS 3° EDGE/12° FIELD `l 1 (4)16d NAILS PER FT BOTTOM PLATE 0 JOINT DESCRIPTION NUMBER of NUMBER of NAIL SPACING W COMMON NAILS BOX NAILS z ROOF FRAMING DOUBLE ROW O STAGGER NAILIN BLOCKING TO RAFTER (TOE NAILED) 2-5d 2-10d EACH END INTO BOTH PLATES yJ 1 1 2x6 DBL TOP PLATE RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END WALL FRAMING - TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD (FACE NAILED) 2-1" 2-16d 24° O.C. HEADER TO HEADER (FACE NAILED) Mal P6d 24° O.G. ALONG ED4ES FLOOR FRAMING VERTICAL JOIST TO SILL, 70P PLATE OR GIRDER (TOE NAILED) 4-8d 4-IOd PER JOIST STRUCTURAL PANEL BLOCKING.TO JOIST (TOE NAILED) 2-8d 2-tOd EACH END NAILED 8d COMMON BLOCKING�TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLACK Q ® 3" O.C. EDGE AND 12' IN FIELD LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH MST Q JOIST ON LEDGER.TO BEAM(TOE NAILED) 3-Bd 3-10d PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST u w BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-16d PER FOOT ROOF SHEATHING o LU j WOOD STRUCTURAL PANELS (L/ LU tu DOUBLE ROW RAFTERS OR TRUSSES SPACED UP TO 16° O.G. Sd IQd 6° EDGE/6° FIELD Q STAGGER NAILING-, RAFTERS OR TRUSSES SPACED OVER 16° O.C. 8d lad 4° EDGE/6° FIELD z INTO BOX AND SILL GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d 10d 6° EDGE/6° FIELD W GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL 8d 10d 6° EDGE/6° FIELD U k OUTLOOKS" T(, GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS Sd 10d 40 EDGE/4° FIELD CEILING SHEATHING `. GYPSUM WALLBOARD 5d COOLERS - 7° EDGE/10° FIELD i WALL SHEATHING WOOD STRUCTURAL PANELS SHEET 6 OF 6 STUDS SPACED UP TO 24° O.G. 5d 10d 6° EDGE/120 FIELD OFULL HEIGHT SHEATHING -SINGLE FLOOR �° AND ��° FIBERBOARD PANELS 8d 3° EDGE/6° FIELD SCALE: N.T.S. Y. GYPSUM WALLBOARD 5d COOLERS 70 EDGE/10° FIELD FLOOR,SHEATHING 32 J2 : WOOD STRUCTURAL PANELS 11 OR LESS } Sd IOd 60 EDGE/1° FIELD GREATER THAN P 10d 16d 6° EDGE/6° FIELD JO8. 1019 DRAWN BY: KW DATE: 2/4/11 t