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HomeMy WebLinkAbout0086 BAXTER ROAD �G_ � o��� r` �/._ 1 i �� F P A _ ._ ,.. �. . __a E t +.'. _, r _ j r.y . ; ; _ _._ � 1. p2Y016 _ ..-_ ,M..._ M A _1. 1._ ._ �8� 11 w -- ---- -- -- - - - - - - - , - ,z g . nn �} T 17.Y t � ..._ ......, w� x���� il, > - .,,.,.+..-.,,,.ter..-.� 4.�..:....m.-,........ _ : , g - _ _ _r:-r 1. :. per---- .. .. 9r v ,:,i:. .,w f 1. "` Z } T �_ s 4 ..... £ _.: _ry_ _ R _ _Y .:r ._... - .- p r .. a i t ; I.Y �"' F _ f _ _ _ r 3t. . -,..-.. ,r.---� -r-4— .:. - ,, g : L -.,--.— L '' L � I —�. : � , � - , . 1, , .1 �....�... :L I. L. ..'."L'V 'MR9 _ _ _ _ _ : �..... �. .. " ..Z. e. i k S ... ..,.,.z - 1 _ _ _ _ 2 _ _ - T * p: - yi r , tiL.L. r poor,. im aco. Z } m- --> 1 _ .�-.. . . ' m ar �- �,; _L. __ z I : m - F .' L. — - - -. - - - _ ii - . _.. .K_...,... -...-. -,._� ,.-:. � - - - ' . .. , f a _f / - € - S .. i11 - r I------- '" '.- - . .. ; E .. ,.- .. f .. .1 .. .. n i - - , : - i -- s* 3 - - ,, _ x . aN •. '' - .,.i _, .,.... . . M 3. � . KE DETEG_ . S..REu1EW� t ��Z /. „.., - - - T n NST ILD.I. RT: D ..<:. C. IRE'DEPARTMENT DATE t 11; f. ,saO.TN;S1GN�tTURESAfiEftEQUfRi70�t�' RMI�IIVC ,� �, _ . , — . . ;,,..... _ ......, . M ,.,... -i-- - . . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o Parcel 100 Application Health Division Date Issued ) C( ►S- PF Conservation Division Application Fee so Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village AA V-5 Owner IL\-" —Address-7-1 � CAH"(�� Telephone Permit Request ? �i I� C-2eIr cw-A ArW_may 5N6-" - M p-r.c� c�oy�.��"i-ate �,J e�e� u.�r-tom . �) 1 r,K �svi a�l� W'a`f��,• .-__-- Square feet: 1st floor: existing proposed'- 2rid floor: existing proposed Total nev Zoning District ��jj Flood Plain Groundwater Overlay Project Valuatiorf* Construction Type Lot Size 0.)L/ A«--S Grandfathered: ❑Yes ❑ No If es, attach sup porting pporting documentation. Dwelling Type: Single Famil� Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes -5,No On Old King's Highway: ❑Yes�No Basement Type:_—I-Full ❑ Crawl ❑Walkout ❑ Other br"Ck^x'i Basement Finisheq Area (sq.ft.) Basement Unfinished Area (sq:fty ..� Number of Baths: ��II: existing new Half: existing new_ Number of Bedrooms: existing 'new Total Room Count (not including baths): existing new First Floor Rodin Count- x'-a Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes "CWo Fireplaces: Existing I New Existing wood/coal stove: ❑Yes't*No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes --ia.,No If yes, site plan review# Current Use (LA51s tx 6,-� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address License # q s94 ' Home Improvement Contractor# Email r1)�c �' "G�.�s�����'�.` 1 Worker's Compensation # ALL CONSTRUCTION DEBRIS`RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE � /.�� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION Cl 1 Id IS- FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. The Cornnionwealth.of Massachusetts Department of Industrial Accidents - — Office of Investigations 600 Washington Street , Boston, MA 02111 t . wfvw.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers, Applicant Information Please Print Leiibly - Name(Business/Organization/lndividual): , A� DB it 1V C-Cr4���° } Address: City/State/Zip: Phone#: -5-68' Are you an employer?Check the appropriate box: Type of project(requited): I.(J I am a employer with 4. Lam a general contractor and I ' employees(full and/or part-time).* have hired the sub-contractors- 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ,Q Remodeling ship and have no employees These sub-cofitractors have g. O Demolition working for me in any capacity. , employees and have workers' . com insurance.# g• ❑Building addition [No workers'comp.insurance p required.] 5. [) We are a corporation and its 10.0 Electrical repairs or additions officers have exercised their 11. Plumbin re airs or additions . 3.❑ I am a homeowner doing all work � g. P 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' 13.0 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. I am an employer that isproviding workers'compensation,insurance for my employees Below is thepolicy,andjob site information n Insurance Company.Name: .145-5t3 L' d Policy#or Self-ins.Lie.#: k)LN 4—,500 50loxgi,F01 Expiration Date I ao � Job Site Address: City/State/Zip:, �-A C'd J t1 _ Hj� 0 Q 14V 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. i52 can lead to the impositionrof criminal penalties of a fine up to$1,500.00 and/or one-year.imprisonment,as well as civil_penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be..forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the inforniadon provided above is true and correct Signature: Date: --- g �-zo Ls Phone ,Official use only. Do not write in this area,to e�leled: y city or town of icial - City or Town: i Permit/License# Issuing Authority(circle one): .1.B.oar_d-ofHeAth 2.B_*h gl2eP_arbm_ent.3,City(TQwn Clerk 4.E_4e06_41Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ,4co CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) `.� 12/10/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Rick Rosenfeld Kaplansky-Fairhaven NAME:PHONE .508-984-1616 FAx 208 Washington Street vc No•508-984-1919 Fairhaven MA 02719 E-MAIL .rosenfeld@kaplansky.com INSURE S AFFORDING COVERAGE NAIC# INSURER A:National Grange Mutual INSURED RIGHT-1 INSURERB:Commerce Ins Co Right Angle Restoration, Inc. INSURERC:Associated Employers Ins. Co. 11104 Mike Sylvia 29 Precinct St INSURER D: Lakeville MA 02347 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER:27599744 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADOLSUBRI POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DD MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y MPJ7628W /26/2014 8/26/2015 EACH OCCURRENCE $1,000,000 CLAIMS-MADE �X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $500,000 MED EXP(Any one person) $10,000 PERSONAL BADVINJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 JECOT- LOC PRODUCTS-COMP/OP AGG $2,000,000 POLICY� OTHER: $ B AUTOMOBILE LIABILITY Y Y BBSL31 /14/2014 /14/2015 COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $250,000 ALL DXUTSULEDUTS AO BODILY INJURY(Per accident) $500,000 X HIRED AUTOS X NON OWNED PR PER TY DAMAGE AUTOS Peraccdent $100,000 $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION WCC50050102812014A /27/2014 B/27/2015 PER OTH- AND EMPLOYERS'LIABILITY Y/N X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $100,000 OFFICER/MEMBEREXCLUDED? "/A` (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) The certificate holder is an additional insured with a waiver of subrogation on the GL and Commercial Auto policies, if required by written agreement with the insured. CERTIFICATE HOLDER CANCELLATION r LSHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Ruby Pierce-Donahue ACCORDANCE WITH THE POLICY PROVISIONS. 86 Baxter Rd Hyannis MA 02691 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Tay Town of.Barnstable .Regnlatoiry ServicesELI 9 _ 9 MACS , a Richard'V.Sc2A Director Building Division Tom Perry,Building Commissioner 200 Main•Street Hyannis,MA 02601 www.town barnstable.maxs Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject property hereby andorize r�+'i t 2:" :S�A �x)t 6, to act on my behalf, in all matters relative to".work authorized bythis building permit application for. (Address of Job) ` Pool fences and-alarms are the responsibilityof the applicant Pools are not to be filled or utilized before fence is installed and all final ins ections are d and accepted. e o Owne Signature of cant r Or Pi ame Print Name Date . Q:FORMS:oWNERPEMISSIONPooL4 To:Wn of Barnstable Regulatory Serv>cis Richard V_Scall,Director Building Division Tom Berrg,Budding Commissioner =MASI9 SL 200 Main Street; Hyannis,MA 02601 www town.barnstable.ma us Office: 508-862-4038 ---Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION 'PleascPriat ' DATE: - JOB LOCATIOK- number strut village ."HOMEOWNER': name home phone# work phone T CURRENT MAILING ADDRESS: %, city/town state rip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for.hire who does not possess a license,provided that the owner acts as supervisor_ . DEFRMON OFHOMEOWNER Person(s).who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building 0fncial on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility or compliance with the Sate Building Code and other applicable codes, bylaws,rules and regulations_ _ The undersigned"homeowner"certifies that he/she understands the Town ofBarmtable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signa=of Homeowner Approval of BlAding 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 HOMEOR'NER'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 coustraction 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&Regirlations.for Licensing Construction Supervisors,Section 2.1S) This lack of awareness often results in,serious problems,particularly when the homeowner hires unlicensed persons_ In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor_ The homeowner acting as Supervisor is ultimately responsible To ensure that the homeowner is Mly 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/certifica-tion for use in k your community. .. , Q.wTFamxFORMS\buildmg permit foimslFY?RESS.doc Revised 06.1313 ' .- ���; rilrs�iiaunrriae�il��o/�C'�l(.cz05rcr,�tr�e/fr q ffice of Consumer Affairs&Business Regulation OME.IMPROVEMENT CONTRACTOR 5egistration: 1 a3064 Type: — ,Y Expiration 10/2612016 Private Corporation j RIGHT ANGEL RESTORATION INC, MICHAEL SYLVIA s 29 PRECINCT STREET i LAKEVILLE,MA 02347- Undersecretary i Fj 9 Massachusetts -Department eat �ubfic Sa a vOard 0-F Bµ:i.J.s'•.'+y R<^,y::;c"'i t.", .� ". vtu:,vu..{:,.J Construction Super isor License: CS-095841 r`� MICHAEL SYLVI4 29 PRECINCTSTEEUJ' LAKEVII,LE Mac 023 f 08l0712016 Commissioner Maximum Span Calculator for Joists& Rafters Page 1 of 2 Maximum Span Calculator . AMERICAN WOOD COUNCIL for Wood Joists & Rafters : www.awc.ord Species11tastern White Pine Size 2x10 v Grade felect Structural v Member Type Rafters(Snow Load) v Deflection Limit L/360 Spacing Wet service conditions? No _ v Exterior Exposure -- Incised lumber? No v Snow Load(psfJ 20 Dead Load(pst) 10 Calculate Maximum Horizontal Span Go to Span Options Calculator for Wood Joists&Rafters LIMITS OF USE HELP RESTART Span Calculator for AN Wood Joists and Rafters available for the swaN j Whone. Span Calculator for i !� Wood Joists and + Rafters also available sPn" for the Android OS. The Maximum Horizontal Span is: 18 ft.'.9 in. with.a minimum bearing length of 0.71 in. required at each end of the member. Property.' liValue Species Eastern White Pine Grade Selecf Structural Size 2x10 Modulus.of Elasticity(E) 12000 00 psi Bending Strength(Fe) 18I8.44 psi ' Bearing Strength(F,,) 350 psi Shear Strength(F,) 155.25 psi http://www.awc.org/calculators/span/calc/timbercalestyle.asp?species=Eastern+White+pine... 3/2/2015 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check Compliance 1.1 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)A—stories <_2 stories RoofPitch ...........................................................................(Fig 2) .......................................... S* <_ 12:12 MeanRoof Height...............................................................(Fig 2)................................................. ft :533' BuildingWidth,W ...............................................................(Fig 3)................................................e1 ft <_80' BuildingLength, L ...............................................................(Fig 3)..................................................3_�?ft <_80' Building Aspect Ratio(L/W) ................................................(Fig 4)................................................'.Zg :53:1 Nominal Height of Tallest Opening2....................................(Fig 4)...............................................-Z,,0<_68" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................................................................................ ............................ Concrete Masonry .................................................................... ............... ............ 1.' �' 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-general ..........................................(Table,4)....................................... ....... 6C in. Bolt Spacing from endfjoint of plate .............................(Fig 5).................................... � in.<_6"-12" Bolt Embedment-concrete.........................................(Fig 5)............................................. An-in.>7„ Bolt Embedment-mason ........................................... i' ry.........................................(Fi .>_ 15" 9 5) Plate Washer................................................................(Fig 5)..............................................>_3"x 3„x%" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).......Pg. .... . .... ........ Maximum Floor Opening Dimension...................................(Fig 6).................................................. Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... �l Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)................................................... ft _<d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... ft s d WA Floor Sheathingt Tndealls.................................................... per 780 CMR Chapter 55 ......755 R.A31J ...•.... Bracing (Fig ) Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55).......... ....:.. . - Floor Sheathing Fastening..................................................(Table 2).._d nails at in edge/_in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft <_10' Non-Loadbearing walls.................................................(Fig 10 and Table 5)........................... ft <_20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)................... in.<_24"o.c. Wall Story Offsets .........................................................(Figs 7&8)...........................................0 ft 5 d 4.2 •EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2A -6 ft_in. Non-Loadbearing walls.....:..............;............................(Table 5)..............................2xX_- it ft_in. Gable End Wall Bracing' ' Full Height Endwall Studs............................................(Fig 10 ......................... WSP Attic Floor.Length................................................(Fig 11)............................................. ft>_W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................'............._ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)............................................................. 63N x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bay Double Plate Splice Length .........................................................(Fig 13 and Table 6).....................................F ft Splice Connection(no.of 16d common nails)..............(Table 6)...........................7............................. AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNM 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)..................................-aft ® in. <_11' Sill Plate Spans .........................................................(Table 9)..................................'a-ft�:in.<_11' Full Height Studs (no.of studs)....................................(Table 9)....................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table Header Spans...... .......................................................(Table 9).................................. S ft O in. <_ 12' Sill Plate Spans............................................................(Table 9)................................. C3 ft e> in.<_ 12„ Full Height Studs(no.of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...........................................................................` ®:5_8,8„ SheathingType..............................................(note 4)..................................................... ' Edge Nail Spacing .........................................(Table 10 or note 4 if less)....................... .G7:ln. Shea Connection(no.of 16d common nails)(Table 10).................................................�� n. ."- Percent Full-Height Sheathing.......................(Table 10)....................................................44e% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................................................... <6'8" SheathingType..............................................(note 4)..................................................... a LJJ Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... Field Nail Spacing..........................................(Table 11)................................................ Y-A, 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?.............................................................................................................................�lO 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ................................................... (Figure 19).............1 ft<_smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=;?03plf Lateral..............................................(Table 12)............................................ L=�ioplf Shear...............................................(Table 12)............................................S='plf \ Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T=150�pli = Gable Rake Outlooker......................................... (Figure 20).............V.J ft<_smaller of 2'or L12 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................UAYA lb. Lateral(no.of 16d common nails)...(Table 14).......................................L=MIb. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... .............................................SJ9in. >7 1 'NP Roof SheathingFasteningable 2 .........................................:.� �(� 016 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. 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 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment '-WHEN THE EDGE RESTS ON RRAMIRiG USE Sd Mlk%Z ATfi�o.c. ' ------------- 11 11 11 11 It 1 JI lY 1 u 1-I it 11 11 1 11 11 11 11 1 r 11 11 11 71 11 11 N 1-I 1 1 11 I{ 1 11 Il 1 ,C 11 II 1 II t 11 Ir, 1 O JY iY F' IL it it Q 1 t F 11 I. m Il Q 11 ! It 'zf 41 1{ 1 z m M II rl Ir 1 IL 1 11 le � at 1r 1 1 ii JI r t ! 1L 11 a Ir 11 W 1 Lj 11 11 f, II-— II JI I 1 It 11 1 IJ t odu n JI NAILSPAGINCr ; 1 - PANEL_ J L See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 a t 1 t 1 1 1 1! 11 1 t1 � 00 { k FRAMING MEMBERS 1 i k EDGE BiTERMEDIATE t ! +1 t k 1 ! Z 1 3,MIN. j 1 STAGGERED 3"MMV XNL PATTERN PANEL PANOL EDGE DOUE LE MAIL EDGE SPAMG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment i +.• e� { -� .�.�.. �*;a ors�'3� � _` L.•l • `4 .� � � 4fi ����311��7ry�p� � I I�O�'� � V '��. SIN • .m, y��:�(ry / •+ {,I`�,,f �� � •C �1 xNitlY�� il��sC!a �',y.J� Ai�Fil'/3 ^"� 1 +,•.;� ' ) �Cif;��Mie� �l� '��®�� ���" ��4 h�. 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'{+ it h 7°' ••1 8'-+� ,..J� d�,gA,7� �c�:+f �`� -.` 'e'V-,J� i� i ,��u+ .• `�._a!� . � "^ � '�'- y�M.+ ®� qeF �• tl y 47(a? x--7 rg �T }r;�: y .., qqr zd�� AN A * 3 t � A �� � t..�'Y '�:Y i T�j .. t� •.>��x+ E V1,�� �..� 1�---�.=-- 15�,� -.. '�''' ffj��% �i�tl '•�+� $ _ 7 �„rjy � ��{ 's .`i _ �1 r +•s J 3 [ ` � � `� - rl 1 � -µ^> ctt Y' <.t // 1-%v 1 yyhyy�� •ari,�i.fir�i'� �� '�. t V •�.:Vr f � :,.yj'7�{ 2#,� ,. � +, :_ i\'S t �tni� mti`� , z�l`""� —- t pp �± �l ��- 7�r6 "�a-S�fr��Pt. +�"•.1 1�, r� + �'`�����0 �.7 fp)L�p.� tl,,��� f � .pyr,l7jjgt��l**Yx } : _:�",� .� I. `:�$� q ,,�g�'T 4. p��41�• �E, �+I 1�6�� }fit '.� 't i+�.':, Tat.•7i 4\ 'ri 1'�° 1 (�j'+ #��f1i1 lr� �,��. � �S14�(i� �r*f� �r�1',t`:i•-1. ' y•+ i•4q t# {t �,�,Ci �'��/ ,G �il 1 , y ���•`1 j y r ,� y TOWN OF BARNSTABLE M Building Department - Foundation Permit Date Permit # 20/�-6 5 Name 1cIl-9�f Location -Insp. of Bldgs. ._, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map v v Parcel. l ®� 5 � IA, Application # �36 66 Health Division Date Issued w` �7 "/,�� :[ Conservation Division Application Fee .5 Planning Dept. � .;. Permit Fee '® y Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address �� � r ��• Village Owner I(���� P°c rt� Address S, c Telephone c 2-�71 -6tr•i2 Permit Request V�iv}tar,i. +a - �- C ��--t�g� �fif,L Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation/ Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Z Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ 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 baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: . ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION --- _ = (BUILDER OR HOMEOWNER) Name Mike AleCarh3' C®RstFUCtiOn Telephone Number P® Box 52 Address West Dennis, 026 70 License # Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED z MAP/PARCEL NO. ADDRESS - VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME C INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' 4 1 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. J Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen isor _ License: CS-058633 1 P, MICHAEL J MCC�kR PO BOX 52 W DENNIS MA 6267� ��,— Expiration Commissioner 04/10/2016 Q? Office of Consumer Affatrs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement tor Registration Registration: 169393 =- z Type: Individual dOVA - Expiration: 6/16/2017 Tr# 264961 MICHAEL MCCARTHY :- w MICHAEL MCCARTHY ' P.O. BOX 52 WEST DENNIS, MA 02670 Y Update Address and return card.Mark reason for change. - Address Renewal 1 Employment I[] Lost Card 20M-OS/77 3 J The Commonwealth of Massachusetts Department oflndastrial.Aecitlents 1 Congress Street,Suite 100 Boston,MA.02114-2017 w!Vwmass..gov/lia . Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Pltimbers. TO BE FILED WITII TiiE PERK nTnNG AUTHORITY. Applicant information Mike AUG hY tf-ainstrui&kMase Print Leeibly Name(Business/Organization/individual): PO Box 52 Address: West Dennis, MA 026 70 C-ell (508) 2861 6964 City/State/Zip: CSL-�§ ej: HIC-169393 Are yot an employer?Check the appropriate box: Type of project(required): 1.7m a employer with employees(full and/or part-time).* 7. El New Construction 2.O I am a.sole proprietor or partnership and have no employees working for mein 8. ❑Remodeling any capacity.[No workers'comp.insurance required.) 7.E:]1 am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 4.n 1 am a homeowner and will be hiring contractors to conduct all work on my property. I will 10[:]Building addition ensure that all contractors either have workers'compensation insurance or are sole 1 l.❑Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.❑I am a general contractor and 1 have hired the sub-contractors listed on the attached sheet.. 13.0 ROOF repairs These subcontractors have employees and have workers'comp.insurance.? 6.Q We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[(Other 152,§1(4),and we have no employees.[No workers'comp:insurance required.] •Any applicant that checks box ttl must also fill out thesection below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ?Contractors that check this box must attached 9n 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?vorkers'compensation insurance for my employees. Below Is the policy and job site Information. p� Insurance Company Name: A Policy#or Self-ins.Lie.#: VW(,-10u-(601 I tV6�_�►Y �. Expiration Date: k )IS Job Site Address: City/State/Zip: Attach.a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under 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 forwarded to the Office of Investigations of the DiA for insurance coverage verification. I do hereby certify rut tl al s nor/ allies rjup�that the-information provided above is trite and correct Si nature: Date:' Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 2.Building Department,3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#t WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATUIT PAGE A.I.M. Mutual Insurance Company 54 Third Avenue, Burlington, Massachusetts 01803-0970 800 876-2765 NCCf N0 26158 POLICY NO. I VWC-100-6017656-20146 PRIOR NO. I VWC-100-6017656-2014A ITEM 1. The Insured: Michael McCarthy Construction Inc DBA: Mailing address: P 0 Box 52 FEIN:*****3862 West Dennis,MA 02670 Legal Entity Type: Corporation Other workplaces not shown above: See Location, 2. The policy period is from 12/15/2014 to 12/15/2015 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA. B. Employers'Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 500,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease. $ 500,000 each employee C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 0712979 INTER SEE CLASS CODE SCHEDU E Minimum Premium $550 Total Estimated Annual Premium $29,332 GOV GOV Deposit Premium $7,748 STATE CLASS MA 5479 r State Assessments/Surcharges. $28,601.00 x 5.8000% $1,659 This policy, including all endorsements is hereb countersigned b P Y 9 � Y 9 Y 12/15/2014 Authorized Signature Date Service Office: Bryden &Sullivan Ins Agcy of Dennis Inc 54 Third Avenue PO Box 1497 Burlington MA 01803 So Dennis, MA 02660 C�� WC 00 00 01 A(7-11)Includes copyrighted material of the National Council on Compensation Insurance,used with its permission. -a o� t Town of Barnstable Rega oxy Se;�rvices • snre>sr�sr� esaS Ric i2id V;'Scalia Director..: 16;A �0� "Y t - - A 'tea, sR Bic WAg Division Torn Ferry,Bn 1pig t ommissioo:or 200,Main:Street,Hy ann§4,MA 02601 . 7vW.foWxi.barnstable ma.us �tF Office: 508-862=4038; laic ,.508-7907675,0 Property,Owner lmust oznplete;ant Sign This.Section ifum" ,,ABuilder �, �Ia�Vi P► ��c ' , as Q�ner of,Ae subjectprop�ziy :a ,cA ,, h, q�, fib.��a t . hereby authorize y w act on mp behalf in aU matters relative to work-authorized'by this`61ding'pemnirapplication:fo.r k' 0— p 6. (Address-s of 'Pooh fences.and<alartns ar�:'x e respons b�l4 of.'he applicant"Pools` are not to be filled`or`titilized bef0ie fence u°`installed and all -i ial izaspectaons are pe40imed and accepted. s Signature of Ovmex , :: t -Signat=of 4, Ucant, / r. \Y/ Pridf Name S i,,Pnnt Nance: Date Q.FoxMS:oWNERPMMISSIONF0oLS> f . � x IR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map 3/0 .� Parcel JW /D g - Permit# - Health Division '- Date Issued , Conservation Division 100 Fee Tax Collectorell -1141, / d - w P Treasurers#lam , Planning Dept. iJAJ Date Definitive Plan Approved by Planning Board ��= ` , �.. Historic-.OKH Preservation/Hyannis Project Street Address Village Owner J- C. Address L't/ ei"" Telephone • ' Permit Request 50Lt i L~ ." d �� e s e , ' A3T SCRCE� Square feet: 1st floor:existing proposed. J4 2nd floor: existing proposed Total new _��L_ Estimated Project Cost' J54 Zoning District s Flood Plain /Q Groundwater Overlay . Construction Type' !,S'D ` Lot Size Grandfatherk. ❑Yes �,.❑No If yes, attach supporting documentation: Dwelling Type: Single Family We" Two Family 0 Multi-Family(#units) Age of.Existing Structure Historic House: ❑Yes L j On Old King's Highway: ❑Yes U r Basement Type: ❑Full ❑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 baths) existing new First Floor Room Count Heat Type and Fuel:,;. ❑Gas ❑Oil ❑Electric ❑Other. Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached,garage:❑existing ❑new size Pool:Cl existing ❑new .size Barn:El existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes If yes,site plan review# r Current Use Proposed Use.., y ` - BUILDER INFORMATION• Name Telephone Number Address License# 1702 7 0 01-t to uk oa(�3 .� J Home Improvement Contractor# 6 0 7 40 Worker's Compensation# L -5k,;z 66 ff f ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO` SIGNATURE �Y2t�n.�.r�� �/, ��1'� d,� DATE ',FOR OFFICIAL,USE ONLY MIT NO. DATE ISSUED `• ^ t ryT e d r MAP/PARCEL NO. t ADDRESS _ VILLAGE OWNERf a ,, yy�'. d* ' ' a �� • � - ; i ;�. f ' e ' 4 _ - sf , � 4 4 •. • s - e Y � F ' _ DATE OF INSPECTION . , FOUNDATION FRAME 'INSULATION FIREPLACE a * •< t ,. , ELECTRICAL: ROUGH FINAL i r 'r PLUMBING: ROUGH FINAL • � GAS: 'ROUGH r FINAL FINAL BUILDING . DATE.CLOSED OUT ASSOCIATION PLAN NO. .a - � � - -. i t :4 R .,fit �. i, r i i ; a , r � • } ' � 1 a � t,i K � �, J �j J ♦ = Z x CD z c CZ) z z < G ¢ o z C O o ¢ ¢ W atS , W o o O Z vxi o >Y O ¢ = J ¢�Z o �o. .�,• z W 3 0 = a dd a d Qo CD 0 0 c d N N d o o OO yQ ® f3 O 0 LL O V O G d 2 O •� N x N CD dcr a d N � z , p 13N o _....... it- , ji \ Q \ acr- o3� , 13 IN CQ UA LU , i \ ray,,•�' \ \ \" ....-�� � /}.. � ,e \\\ Q — — r � �! I • 'V z V LL , j , Page of Window & Door Prime ProductsAN AN tIAAVEY Order Form Harvey Industries, Inc. • 725 Huse Road • Manchester, NH 03103-2339 Dealer Name r �/3� 2 Z /r I� J �//fir Account it Ship Via Delivery Request Date Ordered U Warehouse Truck U Standard Address U Factory Direct U Special Cusl. P.O. U Factory Pickup /• U Pick up at C 0 Ordered by Job NameC) " ev / (�1r� (Delivery Area) k0lc G Window Specifications: Interior Exterior Glazing: Screen: ` Bay/Bow e: }yg; Color: Color: U Clear U� all U DH Angle: Flankers: Wall Depth: Veneer inyl pening C�hile �lhile Cl Low E Full U CSMT U 10° U 1'5" U 4 rJ/16"(STD) Interior: V O Wood U Buck ❑Almond ❑Almond (gLow-E Argon U None U Center DH Cl 30° U 1'9" U Other U Oak U Aluminum U TTT Cl Bronze U Med.Bronze U Obscure U Center PW U 45° O 2'0" U Birch U Stock U Pine U Dark Bronze U Special Temp. ds: U Multi-point lock U 2'4" Sash Type: ❑ Catalog Size U Oak F ame: U Otherolonial In Glass ❑ Mechanical U Oaklone replacement U Colonial Snap-In ( of tiles) aided U Nail Fin U Diamond In-Glass '�\JJ COMMENTS: ' Product • . C . - o 3 /4 X Vinyl Patio Doors Colonial t Quantity Size Style Grids Glazing Color U Standard U Low-E U Argon U Bevelled i Wall Depth Hardware Prep i Wood U Brass 0 Multi-point Locking f U Stainless system Includes custom Deadboll Steel Wheels polished brass handle Customer Signature: The Town of Barnstable BARNSfABLL MAC •� Department of Health Safety and Environmental Services � i639 A1 s� E09. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: g « `c5 y stimated Coh_#,��5_61_� Address of Work: 96 qg�r' )2-2), 144 itYnI S M9 Owner's Name: JCS t/ Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name *p, (hpiL2i /tbm_r 4,1 f egistration No. OR Date Owner's Name q:forms:Affidav -- _'� The Commonwealth of Massachusetts ='�F Department of Industrial Accidents -- office atiflyesLgations _ 600 Washington Street 16 Boston Mass. 02111 CoTj satio�eance���/�����������/��/��������������,.,,,.... davit name: �� location' (, Ied- ..5os' city i)hone# . -7 2.S - 70 ❑ I am a home er performing all work myself. ❑ I am a sole proprietor and have no one working in any capacity �Q I am an employer providing workers' compensation for my employees working on this job. comnnnv name: /LLr l�b7rtE N�tPi AS►uL�t lt address: 16!gIr AleaimwAl (?CJ. city: Iola to .3S phone#: QS01) illg8- insurance cn. 1746 9 Ao9b nnlicv# WC! 5 0t&iV 81 r ❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the follmiing workers' compensation polices: compnnv name• address: city: phone#r insnrnnce cn. %///Gg:; comnanv name: :. . address: • cite phone#- :;:;.....::...... ..:::.. hunrance co. Rolfcv# Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition o[criminal penalties of a fine up to S1.500.00 and/or one yeah'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties perjury that the information provided above is tru,*and correct Si>mature� �l�.eC�;c Gam' Date /.310AV _ Print name��/Q E���C/C �. Q 14 S C N����ZZI Phone# �cJ g' /S 1 official use only do not write in this area to be completed by city or town official dry or town: permit/license# ❑Bttfid:Department an�nmt ❑Licenard ❑check if immediate response is required ❑SelectOffice ❑Healtcontact person: phone#; Othe (rm"a 9/95 PIA) EST/MA TED PROJECT COST WORKSHEET Value LIVING SPACE (high end construction) square feet X$115/sq. foot= (above average construction) square feet X $96/sq. foot (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X $25/sq. foot= PORCH 9square feet X $20/sq. foot= / 9 L7 DECK square feet X$15/sq. foot= OTHER square feet X $??/sq. foot= Total Estimated Project Cost I IAHFORM 1/3/00 -77 I 2 j f M'r7V - ' NOME IMPROVEMENT ;td i COMTRACTUR 5 I i ��' ; s Re stratlo� 60ARD OF BUILDING REGUI ATIONS p l 001A 0 t, ,I ,�� lYPe.- PRIVATE CORPORA Tlpjy License CONSTRUCTION SUPERVISOR ExPir'ation O6/23/00 I, Number CS 057032' y �I . CAPIZ ' , Birthdate 09/26I1�903: �. ;.G�`a�ico: ZI HOME'IMPROVEMENT„ { 7r ' t I EzpirQs f09126h'2Q01 Tr.no: 57A2:. as Ca TNC r,k o Plzzi, Sr Restrlctec�iTO Newton,:Rd '1 r Cotuia:MA 02635 THOMAS X CAPI7,Z R 280 PERCIVAL DR ' W BARNSTABLE, MA 02608 Administrator>,, ,y oownw�u4 ` �- "t ( 1/.lam jl� .. ' oo��na�u a as etlJ DEPARTMEHT 0 108L SAFETY DEPARTMENT OF PUBLIC SAFETY` CONS TRUETTON SUPERVISOR LICENSE yr CONSTRUCTION SUPERVISOR LICENSE 'I Ek iresi Birandate 4 k r. i Number t P 1 Number Expires: 8irths)ate: l% - ,r r, 007G54 02J24J'20'00 02J24J1944 CS 072149 02J04f2002 02/04/1956 Restricted Tos ` T oNA `OARIZI FREDERIgK V. R9SCH.III iA60 80URNE.RD �, 1646` NEWTOWFi RD,. 13 COTUIT, NA 02t35 � PLYMOUTH, HA 7BAXTERRD. I �� T�, ^� REVISIONS: LOCUS �NFOf�,fVl�/1�1y1�5:/N�•1 1` -STA E ` NO. DATE DESC. CURRENT OWNER: JAMES W. PIERCE f;i MINIMUM LOT.'SIZE 43,560t S.F.C/O RUBY PIERCE EXISTING LOT SIZE 6,718t S.F.TITLE REFERENCE: CTF. 26349 EXISTING LOT COVERAGE: 978t S.F.'(14.5%)PLAN REFERENCE: L.C.P. 11519-G, SH-2 ASSESSORS MAP: 310PARCEL• 109 OVERLAY DISTRICT: GP NITROGEN SENSITIVEZONING DISTRICT: RB ZONE: YES SETBACKS: FRONT 20' FEMA FLOOD SIDE 10' ZONE DISTRICT: "C" , 8/19/1985 REAR 10' #250001 0005 C LOCUS MAP I CERTIFY TO THE BEST OF. MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. V a� �A U0 ey �V I Q 1 PROFESSIONAL LAND SURVEYOR DATE \\ .,,CONCRETE BOUND LOT 28 I EXISTING FOUND & HELD SHED • sy9 °o- • �s. CONCRETE 43OUND FOUND N 61'25'27" E "82.59' CERTIFIED EXISTING FENCE LINE PLOT PLAN AT EXISTING BUILDING SETBACK LINE — I` i #86 BAXTER AVE. EXISTING IN 34.0' SHED LOT 280 HYANNIS MASSACHUSETTS w. BULKHEAD (BARNSTABLE COUNTY) STEP 1- GASFfl Li i METE �►' - z x -21.�' u N d STEP o APRIL 7 2004 x 1 . 6 I m • f I EXISTING J rll m �, DWELLING t ,� co LOT 279 N I MWATER ETER I. xm I �,� ►. . I� Ir . ENCLOSED I I� PORCH 1J o —j � � _ — - - - - - - — I C 1 ro ' 24.5' I v i 1 x STEP I INm.6'go J i PREPARED FOR: 01 I Ms. RUBY PIERCE 27 CEDAR STREET I CAMBRIDGE, Mk x i I 12.OI0' L-68.00 CONCRETE BOUND I R�00.00 ( �S 59'48' " WCONCRETE 02140 FOUND BROKEN I i \ \ BOUND (508) 775-7024 t° \ ar FOUND IL ,36 66� BSC. GROUP BARNSTABLE ROAD , - --- BOUND WITH DISK _--- EDGE OF EXISTING PAVEMENT 657 Main Street;Route 28 FOUND & HELD ---- I West Yarmouth, Massachusetts a BXTER 7 A - 508 778 8919 BSC G p {1950 - 40' TOWN LAYOUT) ©,2004 The cou , Inc. . Io ————— SCALE: V' = 10' NOTE: ——— mum TOWN SEWER EDGE PAVEMENT Y _-- - 0 1.25 zs 5 f IN STREET OF EXISTING -- -- - -- 0 5 10' 20 Fm 1�0 • � _ ,_-° ----------- PROJ. MGR.: CRAIG FIELD \o L-A4.20' FIELD:. D. GAllOLO / J. 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DATE DESC. 28 0 J w CURRENT OWNER: RUBY PIERCE DONOHUE MINIMUM LOT SIZE: 43,560f S.F. BAXTER RD. JAMES J. DONOHUE EXISTING LOT SIZE: 6,718t S.F. — TITLE REFERENCE: CTF. 184909 — -.► N 1519--G SH-2 EXISTING LOT COVERAGE: 978f S.F. (14.5�) n Z PLAN REFERENCE: . L.C.P. 1 , _ NEW LOT COVERAGE: 1,165t S.F. (17.3%) as ASSESSORS MAP: 310 OVERLAY DISTRICT: GP — �,�• PARCEL: 109 — NITROGEN SENSITIVE ZONE: YES LOCUS ZONING DISTRICT. RB SETBACKS: FRONT 20' FEMA FLOOD SIDE 10� ZONE DISTRICT: "X" , 7/16/14 REAR 10 #25001Co566 J I CERTIFY TO THE. BEST OF MY LOCUS MAP PROFESSIONAL KNOWLEDGE, INFORMATION NOT TO SCALE AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS. SHOWN ON j THIS PLAN ARE CORRECT. OF�YAs � G PROFESSIONAL LAND SURVEYOR DATE LOT 281 EXISTING CONCRETE BOUND Q SHED ` FOUND & HELD Sys ,SO y • O 9' CONCRETE AS SOUND FOUND N 61'2527" E '82.59 CERTIFIED EXISTING FENCE LINE PLOTPLAN WITH i EXISTING BUILDING SETBACK LINE NEW N EXISTING FOUNDATION NEW LOT 2 34.0' SHED FOUNDATION AT I 5.2' #86 BAXTER ROAD in u► 25.7' 2.0' 18.4 I IN I HYAN N I S q METER 2.5 i ZX ----I o w I MASSACH USETTS N I w i (BARNSTABLE COUNTY) � I NEW g x EXISTING v FOUNDATION c I Z I DWELLING I V 0I I I ;° oho -� ro s i NOVEMBER 17, 2015 WATER , N I LOT 279 METER Z I 10.5' X ENCLOSED ao a; j PORCH Z ' i N I o I, 1 % - 24.5 STEP � I > PREPARED FOR: ass 1 9y� Z I Mr. MICHAEL SILVIA 1 I RIGHT ANGLE RESTORATION can j r 1 x1 o II 12.00 I 29 PRECINCT STREET R--400.00 L=68- ' 8' LAKEVILLE MA 02347 S 59 WCONCRETEBOUNDCONCRETE I 508 692-7760 FOUND BROKEN 1 f I BOUND C � FOUND 1 _ xBSC , x 1 BARNSTABLE ROAD ti EDGE OF EXISTING Pp, MENT 349 Main Street, Route 28 BOUND WITH DISK _ - ! E FOUND & HELD ---'" �; West Yarmouth, Massachusetts 02673 AD R. 508 778 8919 TERAX C 2015 The, BSC Group. Inc. ti v O 40' TOWN LAYOUT) I (1950 - SCALE: 1" = 10' W NOTE: .__ ._. 0 1.2& 2.5 5 TOWN SEWER VMENT .--- IN STREET EDGE OF EXISTING P 0 5 10 20 � PROJ. MGR.: CRAIG FIELD `o. r L_g 4. ' FIELD: D. GAZZOLO / J. MCCARTIN R�600. 20 IGN: K. HEALY DRAWN: K. HEALY CONCRETE BOUND CHECK: CRAIG FIELD FOUND & HELD FILE: 8669-ABF.DWG DWG. NO 5516-02 SHEET 1 OF 1 JOB. NO 4-8669.01 0 Dk 32 28 REVISIONS: LOCUS INFORMATION No. DATE 28 o DESC. w CURRENT OWNER: RUBY PIERCE DONOHUE MINIMUM LOT SIZE: 43,560f S.F. BAXTER RD. -► DAMES J. DONOHUE EXISTING LOT SIZE: 6,718f S.F. TITLE REFERENCE: CTF.:184909 t- N EXISTING LOT COVERAGE: 978f S.F. (14.5%) a PLAN REFERENCE: L.C.P. 11519-G, SH-2 NEW LOT COVERAGE: 1,165t S.F. (17.37.) — ASSESSORS MAP: 310 OVERLAY DISTRICT: GP Ste• PARCEL:* 109 NITROGEN SENSITIVE LOCUS ZONING DISTRICT: RB ZONE: YES SETBACKS: FRONT 20. FEMA FLOOD SIDE 10' REAR 10' ZONE DISTRICT; "X" ,' 7/16/14 #25001CO566 J LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE . STRUCTURE AS DETERMINED BY i INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. k OF CFIELD RAIGX O PROFES ZONAL LAND SURVEYOR DATE CONCRETE BOUND LOT 281 Q EXISTING FOUND & HELD SHED , f �s .moo y19; CONCRETE Rss q3OUND FOUND F ' N s1.2527" E 82.59� CERTIFIED . . Jo ft-- 0 EXISTING FENCE LINE PLOT PLAN !. WITH EXISTING BUILDING SETBACK LINE , N NEW Q EXISTING FOUNDATION NEW LOT 2 S O 34.0' SHED I FOUNDATION AT 5.2' N - #86 BAXTER ROAD j 25.7 2.0' 18.4_ I IN GAS o Z X METER 2.5 W HYAN N I S N MAS SAC H U S ETS ) ' w ( BARNSTABLE COUNTY) l m NEW m ` / N #86 FOUNDATION I x� EXISTING c Z I DWELLING cc a m I o N m WATER ► NOVEMBER 17 2015 LOT 279 METER c� 19.2 10.5' ENCLOSED oo i I a° PORCH o 1 24.5' STEP ' y1x I > i I C 16.6' I rn I PREPARED FOR: Mr. MICHAEL SILVIA RIGHT ANGLE RESTORATION 1 I 29 PRECINCT STREET L8.00 12.00 1 CONCRETE BOUND �x R=400.00' I S 59'4 ' " W LAKEVILLE, MA 02347 8 CONCRETE t FOUND BROKEN f 1 L A BOUND (508) 692-7760 1 X X FOUND 1 X x DC DJC BARNSTABLE ROAD 1 ti BOUND WITH DISK _......-- "- EDGE OF EXISTING PAVEMENT _ 349 Main Street, Route 28 FOUND & HELD _ West Yarmouth, Massachusetts 02673 RO A Z ER 508 778 8919 BAXT 1950 - LAYOUT) © 2015 The BSC Group. Inc. o 40 TOWN • NOTE: _ SCALE: 1. 10' c�► _ __.... -- ------ `�° TOWN SEWER IN STREET OF EXISTING PAVEMENT,,_----- -- o 1.2$ 2.5 5a EDGE __ 0 5 10 20Fw ... o PROJ. MGR.: CRAIG FIELD 0. 0 L._94.20' FIELD: D. GAZZOLO / J. McCARTIN I \ R=360. CALL./DESIGN: K. HEALY CONCRETE BOUND DRAWN: K. HEALY FOUND & HELD CHECK: CRAIG FIELD FILE: 8669-ABF.DWG DWG. NO: 5516-02 JOB, NO: 4-8669.01 SHEET 1 OF 1